Bridge Beam

{
  "view": "Notes",
  "objects": [
    {
      "name": "steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms; components to be galvanized."
    },
    {
      "name": "concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced as shown in the plans; not depicted in this crop."
    },
    {
      "name": "exposed beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for wind loading."
    },
    {
      "name": "cross frame",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Configurations shall have a horizontal angle or channel at either the top or bottom position."
    },
    {
      "name": "horizontal angle or channel",
      "tag": "",
      "shape": "angle or channel",
      "material": "",
      "count": null,
      "note": "At either the top or bottom position of cross frame configurations."
    },
    {
      "name": "connection bolts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F3125 (GRADE A325)."
    },
    {
      "name": "nuts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM A563."
    },
    {
      "name": "washers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F436."
    },
    {
      "name": "hardware",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall be galvanized according to ASTM A153."
    }
  ],
  "measurements": [
    {
      "label": "gust wind duration",
      "value": "THREE",
      "unit": "SECOND",
      "appliesTo": "steel diaphragms"
    },
    {
      "label": "gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "steel diaphragms"
    },
    {
      "label": "vertical surface area loaded",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "exposed beam"
    }
  ],
  "notes": [
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPERSTRUCTURE.”"
  ],
  "labels": [
    "STRENGTH LIMIT STATE III",
    "EXPOSURE CATEGORY D",
    "QPL 60",
    "SECTION 501",
    "ASTM A 123",
    "ASTM F3125 (GRADE A325)",
    "ASTM A563",
    "ASTM F436",
    "ASTM A153",
    "LUMP-SUPERSTRUCTURE"
  ],
  "description": "This crop is a general note governing the contractor-option use of steel diaphragms in place of concrete diaphragms. It specifies diaphragm wind-design criteria, fabrication and galvanizing requirements, connection hardware standards, contractor responsibility, shop-drawing submittal, and bid inclusion."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving, pile lengths, vibration monitoring, fill settlement protection, and protective coating."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Furnishing and installation included in overall bid."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; steel diaphragms may be used in lieu of these."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm design and shop drawings."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Standard plan modification and approach slab pavement are noted."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent; to remain continuous around end post."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 1 and 4."
    },
    {
      "name": "Grooved concrete deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pay item stated as “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To receive special protective coating with piles."
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Design gust wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Expansion joint shown between approach slab and back face paving rest/end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "3/8\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Coating extent below ground for end bent piling",
      "value": "2FT",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extent below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGMS SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM” SUPERSTRUCTURE CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "provide table for 2' above estimated tip elevations"
  ],
  "description": "This crop is a continuation sheet of general bridge construction notes, covering piling, diaphragms, approach slabs, deck grooving, fence, welding, coatings, shop drawings, and incidental work. A partial table at the upper right is headed BENT NUMBER and PILE TIP; its visible entries are shown only as asterisks, and a green markup callout requests a table for estimated tip elevations."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel diaphragm",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms shown in the plans."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced as shown in the plans."
    },
    {
      "name": "Exposed beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for wind loading surface area."
    },
    {
      "name": "Cross frame configuration",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall have a horizontal angle or channel at either the top or bottom position."
    },
    {
      "name": "Horizontal angle or channel",
      "tag": "",
      "shape": "angle or channel",
      "material": "",
      "count": null,
      "note": "At either the top or bottom position of cross frame configurations."
    },
    {
      "name": "Connection bolt",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F3125 (GRADE A325)."
    },
    {
      "name": "Nut",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM A563."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F436."
    }
  ],
  "measurements": [
    {
      "label": "Gust wind duration",
      "value": "THREE SECOND",
      "unit": "",
      "appliesTo": "Steel diaphragm"
    },
    {
      "label": "Gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "Steel diaphragm"
    },
    {
      "label": "Applied vertical surface area",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "Exposed beam"
    }
  ],
  "notes": [
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS.",
    "AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D.",
    "CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION.",
    "STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL.",
    "ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123.",
    "CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325).",
    "NUTS SHALL CONFORM TO ASTM A563.",
    "WASHERS SHALL CONFORM TO ASTM F436.",
    "ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153.",
    "STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.",
    "SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE.",
    "THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPESTR CONCRETE.”"
  ],
  "labels": [],
  "description": "This crop is a general note block addressing the optional use, design, fabrication, galvanizing, and submittal requirements for steel diaphragms. It also specifies wind-loading criteria and requirements for cross-frame configuration and connection hardware."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "End bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extends from top of pile to below ground."
    },
    {
      "name": "Cap or pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the starting point for coating on intermediate bent piling."
    },
    {
      "name": "Intermediate bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extension applies regardless of encasement."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2FT",
      "unit": "FT",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "FT",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS",
    "GEORGIA DOT SPECIFICATIONS",
    "SECTIONS 520 AND 535"
  ],
  "description": "This crop is a block of general construction notes covering welding, protective coating, shop drawing submission, and incidental bid items. It documents requirements for piles, swaybracing, bent piling, beams, metal deck forms, steel diaphragms, waterproofing, and joint fillers; no structural view or item quantities are shown."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN I",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan portions are shown on opposite sides of the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the exterior edges."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Exterior endwalls are called out as 3'-0\" outside exterior beam and 1'-6\" at the opposite end."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "* / **",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent line is shown in each deck-plan portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN I deck"
    },
    {
      "label": "deck-width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN I deck; shown three times"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown at exterior end locations"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck edge / fence-post layout"
    },
    {
      "label": "fence-post end spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts; shown in pairs"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck / B.F.P.R. BENT 1; TYP."
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm; TYP."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam; TYP."
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck width gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "deck width out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge vertical dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge; shown repeatedly"
    },
    {
      "label": "end-post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper center deck layout; shown twice"
    },
    {
      "label": "overall intermediate dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "lower center deck layout; shown twice"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "lower center deck layout"
    },
    {
      "label": "end-post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "vertical dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck layout; shown twice"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline / deck layout"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, separated at the construction centerline."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" endwall outside exterior beam and 1'-6\" endwall are called out."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "* and **",
      "shape": "point symbols",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end post locations are dimensioned."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension between marked points",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* fence post symbols"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "dimension",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "52'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "distance between deck areas",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing/skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "400A",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN 1",
    "DECK PLAN"
  ],
  "description": "This crop is a plan view titled SPAN 1 DECK PLAN. It shows two skewed deck areas with beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, and fence-post spacing layout. The construction centerline for SR 21 and westbound/eastbound PGL lines are shown between the two deck areas."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal in plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–℄ BEAM 12",
      "shape": "rectangular in plan",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" endwall outside exterior beam, typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" endwall."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "tapered in plan",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A is called out once in each deck footprint."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol in plan",
      "material": "",
      "count": null,
      "note": "Posts are shown along the deck edges with fence post spacing dimensions."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "circular symbol in plan",
      "material": "",
      "count": 2,
      "note": "One end post is called out at each left-side end."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "deck dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-5 1/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "span length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "SPAN 2",
      "shape": "two skewed rectangular deck panels",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown as the westbound and eastbound deck portions separated by Construction ℄ SR 21."
    },
    {
      "name": "beam centerline",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "parallel longitudinal lines",
      "material": "",
      "count": 12,
      "note": "Beam centerlines 1-6 are shown in the upper deck portion and 7-12 in the lower deck portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge beam",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside edges."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "post locations along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and spacing are shown along the deck edges."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502D",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Repeated deck reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502E",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Deck reinforcement callout at the right-side portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "overall deck length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "deck longitudinal segment length",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "deck end segment length",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at deck ends"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at construction-joint-side deck ends"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "marked locations near right deck edges"
    },
    {
      "label": "gutter width",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "shown deck dimension"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck skew; TYP. where noted"
    },
    {
      "label": "bearing/construction-joint direction",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction line"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV. FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE"
  ],
  "description": "This crop is a deck plan for Span 2, showing two skewed deck portions with beam centerlines 1 through 12, edge beams, diaphragms, fence-post layout, and deck reinforcement callouts. A bar bending detail at skew is included at the upper right for the B.F.P.R. or construction joint."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier dimensions and expansion joints are noted."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "600",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Referenced as pairs."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "600 bars length",
      "value": "10′-0″",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "600 bars quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ℄ 1″ EXPANSION JOINT IN BARRIER.",
    "** 4. ℄ 1″ EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓐ 5. 2-600 (10′-0″ LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "ⓑ 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block from a bridge drawing. It gives diaphragm-reference, barrier and fence-post dimensioning, barrier/deck joint, slab reinforcement, and reinforcement lap requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “BEAM SHEETS” for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location is referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Notes address barrier dimensions and expansion joints."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along the inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified in barrier in Notes 3 and 4."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck per Note 4."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced over intermediate bents 2 and 3."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in Note 5 only."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar designations/quantities are partially unclear in Note 5; lap splices are addressed in Note 6."
    }
  ],
  "measurements": [
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 3"
    },
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 4"
    },
    {
      "label": "bar length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "reinforcement notation/quantity as printed",
      "value": "2-600",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "bar notation/quantity as printed",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ½\" EXPANSION JOINT IN BARRIER.",
    "** 4. ½\" EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "[circled *] 5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "[two circled *] 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing six general bridge construction notes. It documents diaphragm-location referencing, barrier and fence-post dimensioning, barrier/deck joint requirements, and reinforcement placement and lap-splice requirements over intermediate bents 2 and 3."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slab",
      "tag": "SPAN 2",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two separated deck-plan portions are shown, one at PGL WESTBOUND and one at PGL EASTBOUND."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1–12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck portion; Beams 7 through 12 are shown in the lower deck portion."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0” EDGEBEAM, TYP. along the outside deck edges."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "linear transverse diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10” CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the outside deck edges; spacing is dimensioned."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502D",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502E",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-4½”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-6”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Fence-post end offset",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing at outside deck edges"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6”",
      "unit": "",
      "appliesTo": "Fence posts; repeated"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½”",
      "unit": "",
      "appliesTo": "Fence posts; repeated adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "End offset",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8”",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum reinforcement lap",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "400C reinforcement bar"
    },
    {
      "label": "Reinforcement dimension",
      "value": "5'-0”",
      "unit": "",
      "appliesTo": "Deck-edge reinforcement callouts"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "Deck plan; marked TYP."
    },
    {
      "label": "Gutter-to-gutter dimension",
      "value": "40'-0”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Out-to-out dimension",
      "value": "43'-7”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Gutter-to-out dimension",
      "value": "1'-9½”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "PGL-to-deck-edge dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "PGL WESTBOUND and PGL EASTBOUND"
    },
    {
      "label": "Bearing/direction",
      "value": "N 83°-43'-21.7” E",
      "unit": "",
      "appliesTo": "Construction alignment"
    },
    {
      "label": "Cover dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Bar bending detail; label is partial: 2” CL"
    }
  ],
  "notes": [
    "8” FILLET, TYP.",
    "1'-0” EDGEBEAM, TYP.",
    "10” CONCRETE DIAPHRAGM, TYP.",
    "2'-0” MIN. LAP",
    "81°-20'-05.0”, TYP.",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "AT B.F.P.R. OR CONST. JOINT"
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "GUTTER TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE",
    "2” CL (partial)"
  ],
  "description": "This crop is the SPAN 2 DECK PLAN, showing two skewed deck portions separated at the construction centerline for SR 21. It documents Beams 1 through 12, edgebeams, concrete diaphragms, fence-post layout, deck reinforcement callouts, dimensions, and a bar-bending detail at skew."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "tapered trapezoidal plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, one for westbound and one for eastbound traffic."
    },
    {
      "name": "C beam",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "linear beam lines in plan",
      "material": "",
      "count": 12,
      "note": "Each beam is individually labelled C BEAM 1 to C BEAM 12."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse linear diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "",
      "shape": "point symbols along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing dimensions are shown."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, upper deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension at marked locations, upper deck",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* marked locations"
    },
    {
      "label": "vertical deck-edge offset, upper deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "gutter to gutter, upper deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out to out, upper deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "PGL Westbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at central transition",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at lower central transition",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "vertical deck-edge offset, lower deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "gutter to gutter, lower deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out to out, lower deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "PGL Eastbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, lower deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "skew angle, shown at multiple locations",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "bearing / alignment angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN. It shows two tapered deck-plan areas, identified by PGL WESTBOUND and PGL EASTBOUND, with C BEAM 1 through C BEAM 12, transverse concrete diaphragms, endwalls, paving rests, edgebeams, and fence-post spacing. The central area is referenced to CONSTRUCTION ℄ SR 21 and includes skew-angle and deck-width dimensions."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered rectangular plan area",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck plan areas are shown, separated at the PGL Westbound/Eastbound interface."
    },
    {
      "name": "beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as typical 1'-0\" edgebeam."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 1'-6\" endwall and 3'-0\" endwall outside exterior beam are called out."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" fillet, typical."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing are shown around the deck edges."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "linear reference",
      "material": "",
      "count": 1,
      "note": "Bent reference line shown in each deck area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 3/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "BEAM 1 and BEAM 2; BEAM 11 and BEAM 12"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "gutter dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "central separation dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "upper intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST"
  ],
  "labels": [
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "81°-20'-05.0\", TYP.",
    "N 83°-43'-21.7\" E",
    "SPAN 3",
    "DECK PLAN",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN for a bridge deck, showing two adjacent tapered deck plan areas associated with PGL WESTBOUND and PGL EASTBOUND. It identifies BEAM 1 through BEAM 12, deck edge geometry, fence-post locations and spacing, endwalls, paving rests, typical fillets, and concrete diaphragms at B.F.P.R. BENT 4."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab spans across six beams."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 to BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam sections are visible and individually identified from BEAM 1 through BEAM 6."
    },
    {
      "name": "edge upstand",
      "tag": "",
      "shape": "tapered vertical upstand",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside deck edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "Callout states 30-400A SPACED AS SHOWN; additional 6-400A and 14-400A distribution callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown under every 500A."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint is shown at the right deck edge, parallel with deck."
    }
  ],
  "measurements": [
    {
      "label": "D, interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9⅜”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "overall width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab; OUT TO OUT"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab; GUTTER TO GUTTER"
    },
    {
      "label": "width",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "edge offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge dimension",
      "value": "1½”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "minimum dimension",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right deck edge; TYP."
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "slab thickness",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "edge vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge vertical dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "right deck edge"
    },
    {
      "label": "drip bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "edge dimension",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam end / edge; shown multiple locations"
    },
    {
      "label": "beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 to BEAM 6; shown between adjacent beams"
    },
    {
      "label": "end beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "outside edge to BEAM 1 and BEAM 6 to outside edge"
    },
    {
      "label": "reinforcement quantity",
      "value": "30-400A",
      "unit": "",
      "appliesTo": "400A reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "6-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at each outside beam zone"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at equal spaces, typical"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "OUT TO OUT",
    "GUTTER TO GUTTER"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-girder beam sections. It documents deck width, beam spacing, slab slope and thickness, reinforcement callouts, edge upstands, a construction joint, and typical drip bead detail."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown over two beam lines; top and bottom reinforcement are depicted."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girders are visible beneath the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 58,
      "note": "Callout states 2 between each pair of 400 bars in top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Referenced in the 600-bar callout as bars in top of slab."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered vertical section",
      "material": "",
      "count": 1,
      "note": "Partial barrier section is visible at the left slab edge."
    }
  ],
  "measurements": [
    {
      "label": "600 bars",
      "value": "58",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop shows a transverse section through the bridge deck slab at an intermediate bent. The reinforced concrete deck is shown supported by two I-girders, with a partial edge barrier at the left and a callout for 600 reinforcement bars in the top of slab."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab spans over six beams with overhangs at both edges."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are shown."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown at 6½\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at equal spaces at both exterior beam regions."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "At equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint shown at the right deck edge."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Full-length drip bead, typical."
    }
  ],
  "measurements": [
    {
      "label": "Interior-beam dimension “D”",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "deck slab / interior beams"
    },
    {
      "label": "Exterior-beam dimension “D”",
      "value": "9⅞”",
      "unit": "",
      "appliesTo": "deck slab / exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall out-to-out width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Edge offset",
      "value": "1½”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Barrier-side minimum width",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right edge barrier"
    },
    {
      "label": "Slab clear cover",
      "value": "2¾” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Slab clear cover",
      "value": "1” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "14-400A"
    },
    {
      "label": "Beam-side spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam regions"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "BEAM 1 / BEAM 6 to deck edge"
    },
    {
      "label": "Beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Drip-bead offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Drip-bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "7-403A detail"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "lower-right partial detail"
    },
    {
      "label": "Partial lower-detail cover",
      "value": "1½” CL. TYP.",
      "unit": "",
      "appliesTo": "403A lower-right partial detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅞” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "AT EQ. SPS.",
    "AT EQUAL SPACES, TYP.",
    "AT EQUAL SPACES"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "℄ SR 21/MIL",
    "= ℄ CONSTR",
    "= ℄ SYMMET",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "7-403A",
    "403A"
  ],
  "description": "This crop primarily shows a transverse section through the bridge deck slab, supported on six I-girders, with deck overhangs and edge barriers. It documents slab geometry, beam spacing, deck reinforcement callouts, a construction joint, and a full-length triangular drip bead; partial additional details are visible along the bottom and right edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 1,
      "note": "Supported across the visible beam line."
    },
    {
      "name": "bridge beams/girders",
      "tag": "",
      "shape": "I-girder-like profile as drawn",
      "material": "",
      "count": 5,
      "note": "Five beam profiles are visible below the deck slab."
    },
    {
      "name": "diaphragms between beams",
      "tag": "",
      "shape": "rectangular/stepped blocks as drawn",
      "material": "",
      "count": 4,
      "note": "Located in the four spaces between the five visible beams."
    },
    {
      "name": "edge barriers/parapets",
      "tag": "",
      "shape": "tapered vertical profiles",
      "material": "",
      "count": 2,
      "note": "Both are only partially visible at the left and right crop edges."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate callouts read 2-507A; total placement count cannot be determined from this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM",
    "FENC (partial)"
  ],
  "description": "This crop is a cross section titled \"SECTION THRU DIAPHRAGM,\" showing a sloping deck slab supported over five visible beam/girder profiles. It documents the diaphragms between the beams and the associated reinforcement callouts, including 403A, 402A, 507A, and 1-inch diameter plain bar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab is shown continuous across the girder line with a 2% cross slope."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "I-girder / bulb-tee-like section",
      "material": "",
      "count": 5,
      "note": "Five longitudinal girder sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces between 5 in. end offsets."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Callout points to reinforcement within a girder section."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a section through a bridge diaphragm, with a sloping deck slab supported by five visible girder sections. Reinforcement callouts identify 403A, 507A, 402A, and a 1 in. diameter plain bar; the profile grade line is identified as SR 21 WB = PGL."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion is shown; TOP OF BEAM is identified."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Shown as two 2-507A callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar mark shown without a printed quantity."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Labeled 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "clear dimension, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a 10-inch concrete diaphragm for Spans 1 and 3, at the beam and slab. The diaphragm reinforcement is shown with 507A, 402A, and 403A bar callouts and a 1-inch-diameter plain bar; slab reinforcement is not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Dimensioned across its thickness; shown between beam portions."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only portions adjacent to the diaphragm are shown; top is identified by a callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as 2-507A at the top and 2-507A at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown within the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to diagonal reinforcement in the diaphragm; no quantity is printed."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": 1,
      "note": "Called out as 1 in. diameter."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "clear cover",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "reinforcement in diaphragm"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: ¾\" = 1'-0\""
  ],
  "description": "This crop shows a section through a concrete diaphragm at Spans 1 and 3, with adjacent portions of the beams. The diaphragm reinforcement is detailed with 507A, 402A, and 403A bars, plus a 1 in. diameter plain bar; slab reinforcement is noted as not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown across the girder line with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Typical callout directs edge beam to be poured flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge; fence is noted as not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at left end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "dimension at right end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-509",
      "unit": "",
      "appliesTo": "reinforcement bar 509"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-508",
      "unit": "",
      "appliesTo": "reinforcement bar 508"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-802",
      "unit": "",
      "appliesTo": "reinforcement bar 802"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-801",
      "unit": "",
      "appliesTo": "reinforcement bar 801"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop shows a transverse bridge section through the diaphragm and edge-beam region. It depicts a sloping concrete deck over six I-girders, exterior edge beams and tapered exterior barriers, with reinforcement callouts and edge-beam forming instructions."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside deck edges; pour flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Supporting girders shown below the deck slab."
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous cap is shown beneath the girders."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as 8-404 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-509."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-508."
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-802."
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-801."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout shown as 2-800."
    }
  ],
  "measurements": [
    {
      "label": "Typical slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab / edge beam"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "Form removal time",
      "value": "72 HOURS",
      "unit": "",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28 DAY",
      "unit": "",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a cross section titled SECTION THRU EDGE BEAM, showing the sloped deck slab and outside edge beams over six I-section girders on a stepped bent cap. Reinforcement callouts are shown within the deck/edge-beam and girder region, along with notes for edge-beam pouring, bearing pads, fence, and form removal."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Slab thickness is specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "INTERIOR BEAMS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” applies from top of slab to top of beams at centerline bearing."
    },
    {
      "name": "beams",
      "tag": "EXTERIOR BEAMS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” applies from top of slab to top of beams at centerline bearing."
    }
  ],
  "measurements": [
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” dimension",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "INTERIOR BEAMS"
    },
    {
      "label": "“D” dimension",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "EXTERIOR BEAMS"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅛″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a bridge superstructure note specifying slab thickness and the vertical dimension “D” at beam centerline bearings. It distinguishes the required “D” dimensions for interior and exterior beams and directs variation between bearings for dead-load deflection and vertical curve."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab section is shown over beams, with an exterior overhang."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "partial I-girder/beam section",
      "material": "",
      "count": 2,
      "note": "Only the upper portions of two beams are visible at the bottom of the crop."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Located at the exterior slab edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout states 502 AT EVERY 500A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "circular section/linear",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout states 500A AT 6½ in; additional callout states 50I UNDER EVERY 500A."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” — interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” — exterior beams",
      "value": "9⅛”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Horizontal dimension",
      "value": "1½”",
      "unit": "",
      "appliesTo": "exterior edge detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "1'-8”",
      "unit": "",
      "appliesTo": "exterior overhang"
    },
    {
      "label": "Vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "exterior slab edge"
    },
    {
      "label": "Reinforcement spacing callout",
      "value": "500A",
      "unit": "",
      "appliesTo": "502"
    },
    {
      "label": "Reinforcement location",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A"
  ],
  "labels": [],
  "description": "This crop shows an exterior bridge deck cross section at a parapet/barrier and over the tops of supporting beams. It documents slab thicknesses, the variable dimension “D,” deck slope, exterior overhang dimensions, and reinforcement callouts."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "",
      "count": 1,
      "note": "Shown transversely over six beams; slab depth varies as dimension “D”."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam cross sections are visible beneath the slab."
    },
    {
      "name": "concrete traffic barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each outside edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Callout identifies a required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Callout indicates drip bead full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout: 502 at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "30-400A spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "501 under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "6-400A at equal spaces is shown at each exterior beam location."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 14,
      "note": "14-400A at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "Partially shown in the lower cropped detail; at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Partially shown in the lower cropped detail."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "deck width dimension",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "14'-2½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "minimum dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck edge, TYP."
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "left overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 1 to BEAM 2"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 2 to BEAM 3"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 3 to BEAM 4"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 4 to BEAM 5"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 5 to BEAM 6"
    },
    {
      "label": "right overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "drip bead dimension",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "partial lower detail dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "clear cover",
      "value": "1½\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail, TYP."
    },
    {
      "label": "partial lower detail dimension",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with tapered edge barriers and deck reinforcement callouts. It documents slab geometry, beam spacing, overhangs, reinforcement, construction joint, and drip-bead requirements; partial portions of additional details are visible below and at the right edge."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over six beams; slab thickness is called out."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are identified as C BEAM 1 through C BEAM 6."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered parapet/barrier",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge of the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 6,
      "note": "Called out at equal spaces at each exterior side."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 14,
      "note": "Called out at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out at 6 1/2 inches and under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum, typical",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "triangular drip bead",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "\"D\""
    },
    {
      "label": "exterior beams",
      "value": "9⅝\"",
      "unit": "",
      "appliesTo": "\"D\""
    }
  ],
  "notes": [
    "FLECTION, AND VERTICAL CURVE.",
    "INTAIN A CONSTANT SLAB THICKNESS OF 7¾\"",
    "TWEEN BEAMS AND 8\" IN OVERHANGS.",
    "\"D\" = 8¾\" INTERIOR BEAMS",
    "\"D\" = 9⅝\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-shaped beams and the exterior edge barriers. It documents deck width, beam spacing, slab reinforcement callouts, slab slope and thickness, construction-joint requirement, and a typical drip bead."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located through beam section; labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular fragment in section",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam section is shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "bars",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507A at the top and 2-507A at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "bars",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Called out as 403A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a 10-inch concrete diaphragm in Spans 1 and 3. It documents the diaphragm reinforcement arrangement within a partial beam section; slab reinforcement is explicitly not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Sectioned rectangular diaphragm between beam outlines."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a portion of the beam section is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two bars at the top and two bars at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Diagonal bars shown within the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to reinforcement within the diaphragm."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown at the diaphragm center."
    }
  ],
  "measurements": [
    {
      "label": "CL. TYP.",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "DIA.",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a rectangular diaphragm at the beam, for spans 1 and 3. It documents the diaphragm reinforcement callouts, including 507A, 402A, 403A, and a 1-inch diameter plain bar; slab reinforcement is not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Supports the girder units shown below."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "Visible at the left and right edges of the section."
    },
    {
      "name": "girder units",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 5,
      "note": "Five adjacent girder sections are visible beneath the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "straight bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Upper reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Internal reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Lower reinforcement callout."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bar"
    },
    {
      "label": "reinforcement spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "7-403A reinforcement bar"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a section titled \"SECTION THRU DIAPHRAGM\" through a bridge deck and five adjacent I-shaped girder units. It shows the sloping deck, edge barriers, diaphragm-area reinforcement callouts, and the SR 21 WB profile grade line reference."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "One at each outer edge of the section."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "rectangular/bulb-ended beam sections",
      "material": "",
      "count": 5,
      "note": "Five adjacent beam sections are shown below the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "solid vertical web/block",
      "material": "",
      "count": null,
      "note": "Section title identifies this as a section through diaphragm; individual diaphragm elements are not clearly tagged."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear bar",
      "material": "",
      "count": 7,
      "note": "Called out at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "linear bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcing-bar quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [
    "AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU DIAPHRAGM.\" It shows a sloping bridge deck with two outer edge barriers and five adjacent beam/girder sections below, together with reinforcement callouts and the SR 21 WB profile-grade-line reference."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "continuous sloping slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown spanning across the girders."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "continuous beam at deck edge",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered parapet profile",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "supporting cap or diaphragm",
      "tag": "",
      "shape": "stepped continuous member",
      "material": "",
      "count": 1,
      "note": "Unlabeled member shown below the girder bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Form removal duration",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows transverse bridge section information identified as sections through a diaphragm and through an edge beam. It depicts a sloped concrete deck over six I-girders, outer edge beams/barriers, reinforcement callouts, and notes concerning omitted bearing pads and edge-beam form removal."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam, typical."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 2,
      "note": "One is shown at each outside edge of the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement in the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at equal spaces near the deck edge."
    }
  ],
  "measurements": [
    {
      "label": "typical deck-edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end cover/offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "8-404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 8-404"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 2-800"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU EDGE BEAM\" through a bridge deck supported by six I-girders. It shows the sloped deck, outside edge beams and parapet/barrier profiles, along with reinforcement callouts and edge-beam forming instructions."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning over two beam sections."
    },
    {
      "name": "girder/beam",
      "tag": "",
      "shape": "I-girder section",
      "material": "",
      "count": 2,
      "note": "Two beam sections are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered vertical section",
      "material": "",
      "count": 1,
      "note": "Visible at the left slab edge only."
    },
    {
      "name": "reinforcement bar",
      "tag": "58-600",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Leader identifies bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Referenced as paired bars in the top of slab."
    }
  ],
  "measurements": [
    {
      "label": "quantity of 58-600 bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a transverse section through the bridge deck slab at an intermediate bent location. It shows the slab reinforcement arrangement over two I-girder sections and a left-edge barrier/parapet section."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced for Dimension “D”; slab thickness is specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” is measured to top of beams at centerline bearing; interior and exterior beam values are specified."
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅛″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a structural note block defining slab-beam Dimension “D.” It documents the measurement reference, variation between bearings, required slab thicknesses, and Dimension “D” values for interior and exterior beams."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across the tops of the beams, with an overhang at the left."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 3,
      "note": "Three beam portions are visible; outer beams are cropped."
    },
    {
      "name": "parapet or barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Located at the left slab edge; no tag is shown."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at 6½ inches."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Located under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” — interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” — exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "Horizontal dimension at left edge",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "501 UNDER EVERY 500A"
  ],
  "labels": [],
  "description": "This crop shows a cross section through a bridge deck slab supported on I-girders, including the left overhang and a tapered edge barrier or parapet. It documents slab thickness, variable dimension “D” at beam centerline bearings, deck slope, and reinforcement callouts."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two endwall callouts are shown: 3'-0\" ENDWALL and 1'-6\" ENDWALL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple longitudinal I-girder profiles are shown; the drawing note states certain bar series are not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown at the endwall and noted as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular pad",
      "material": "",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop shows a longitudinal section titled SECTION THRU ENDWALL, including the sloped deck, longitudinal I-girder profiles, endwalls, and jointing at the deck end. It documents endwall dimensions, deck slope, reinforcement callouts, and required construction and filler-joint provisions."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with sloped face",
      "material": "",
      "count": 1,
      "note": "Section at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular section, partially shown",
      "material": "",
      "count": 1,
      "note": "End-of-beam reinforcement callouts are shown."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Placed alternately."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight bar",
      "material": "",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "thin rectangular layer",
      "material": "preformed joint filler",
      "count": 1,
      "note": "Located between the endwall and slab."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "506B AT 18” ±, ALT. TO GIVE 9” SP.",
    "3 1/2” MIN. CL.",
    "2” CL. 3 SIDES",
    "8-504B AT 12” ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN END BENT 4 SIMILAR"
  ],
  "labels": [
    "1-505",
    "4-401",
    "4-900",
    "SECTION AT ENDWALL",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a sectional reinforcement and joint detail titled SECTION AT ENDWALL. It shows the endwall adjacent to the end of a beam and slab, including reinforcing-bar callouts, waterproofing, and a preformed joint filler. The detail states that End Bent 1 is shown and End Bent 4 is similar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "thickened slab edge",
      "material": "",
      "count": 2,
      "note": "Shown at both outside girder lines; callout directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "Tall tapered elements are shown at the two deck edges; fence is noted as not shown."
    },
    {
      "name": "supporting cap/seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous supporting member shown beneath the girders; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "At equal spaces near the deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge beam form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam"
    },
    {
      "label": "concrete strength reference age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck pour"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRID... (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled SECTION THRU EDGE BEAM. It shows a sloped bridge deck supported on six I-girders, with thickened edge beams at the exterior girder lines and tapered edge barriers/parapets. Reinforcement callouts and deck-edge construction/form-removal notes are included."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab is shown spanning six beams."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1 through CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are individually identified as BEAM 1 through BEAM 6."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown in slab reinforcement callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B AND C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces and as spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Visible only in the partial detail at the right edge of the crop."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called out full length of bridge, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” at interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” at exterior beams",
      "value": "9¼”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Gutter to gutter",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to SR 21 WB = PGL",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension from SR 21 WB = PGL",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to centerline",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Slab slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Minimum dimension, typical",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Typical slab edge dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Construction joint offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "Triangular drip bead",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "500A spacing",
      "value": "6¾”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Typical reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Outside beam centerline to edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "CL BEAM 1 and CL BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "CL BEAM 1 through CL BEAM 6"
    },
    {
      "label": "Partial right-side detail horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial right-side detail vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "OUT TO OUT",
    "GUTTER TO GUTTER",
    "SEE DETAIL “A”",
    "I-801",
    "I-802"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported by six I-girders, identified from CL BEAM 1 through CL BEAM 6. It documents slab thickness and slope, beam spacing, slab reinforcement callouts, edge construction-joint and drip-bead details; a separate detail is only partially visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Carries the SR 21 WB = PGL line and a 2% cross slope."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Girder cross-sections are shown supporting the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Diaphragms are shown between adjacent girders."
    },
    {
      "name": "reinforcing bars",
      "tag": "7-403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces; 5 in. is shown at each end of the indicated bar group."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts are shown, each marked 2-507B."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1″ DIAMETER PLAIN BAR",
    "FENCE NOT SHOWN, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a transverse section through bridge diaphragms, with six I-section girders and five diaphragm spans beneath a sloping deck slab. Reinforcement callouts are shown within the diaphragm arrangement, with edge barriers/parapets at both outer deck edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Slab is shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal beam",
      "material": "concrete",
      "count": 2,
      "note": "Exterior edge beams are visible at both sides of the deck."
    },
    {
      "name": "concrete barrier/parapet",
      "tag": "",
      "shape": "tapered solid barrier",
      "material": "concrete",
      "count": 2,
      "note": "One is visible at each exterior deck edge; shown only partially at the top of the crop."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross-sections are visible beneath the deck."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support cap is shown below the girder ends; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement near the right side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to top reinforcement at the right exterior edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement near the right side of the section."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "end dimension, left",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "end dimension, right",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM",
    "AT EQUAL SPACES"
  ],
  "description": "This crop shows a cross section through the bridge exterior edge beam and deck, supported by six visible I-girders on a stepped support cap. It documents deck reinforcement callouts, deck cross slope, exterior barriers, edge-beam placement, and form-removal requirements."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular with beveled flange corner",
      "material": "",
      "count": 1,
      "note": "Schematic beam end/detail shown with centerline."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "B.F.P.R. OR ℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam top flange. The schematic indicates the top flange bevel is to be parallel to the B.F.P.R. or the centerline of bent; no dimensions are printed."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "cylindrical threaded bar",
      "material": "plain bar",
      "count": 1,
      "note": "Threaded 5\" on each end; excess bar is cut off 1\" from beam face."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end; specified as 1/4\" x 3 1/2\" diameter."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "diaphragm bar recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "5\" DIA. recess shown at beam face."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a local portion at the diaphragm bar end is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#5I",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Callout reads \"4-#5I AT 4\" EACH WAY\"; final character of bar designation is unclear."
    }
  ],
  "measurements": [
    {
      "label": "Centerline dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar / beam detail"
    },
    {
      "label": "Dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "Recess diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "Reinforcement spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "4-#5I reinforcement bar"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Threaded length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "Cutoff distance from beam face",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "2” DIAMETER HOLE",
    "4-#5I AT 4” EACH WAY",
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE."
  ],
  "description": "This crop is a recess detail for diaphragm bar ends at a beam face. It shows the local diaphragm bar, threaded end, washer and hex nut arrangement within a circular recess, together with installation, coating, and grout notes."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal beam elevation; dimensions are along C/L beam."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two holes are drawn in the elevation; callouts state omissions at specified beams."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "",
      "count": 6,
      "note": "Shown as dashed draped lines."
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Called out at the lower face near the beam midpoint/right side."
    },
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Shown in the partial detail at lower right; callout instructs cutoff from beam face."
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint dimension",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension at midpoint/right",
      "value": "9⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-550 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-450",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "hole spacing",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "hole spacing",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "bar callout",
      "value": "10-350 AT 6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "8'-4⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-651 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-452",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEARING TO BEARING",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "end dimension",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "1\" CL.",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "bar callout",
      "value": "4-351 AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "diameter",
      "value": "5\" DIA.",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "cutoff distance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE PROVIDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS ½\" OR ¾\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE ⅛\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1¾\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1¾\" X 7\" DEEP SLOT AT THE EXPANSION ENDS WITH A 1½\" DIAMETER SMOOTH DOWEL. SEE BEARING PLAN AND BEAM ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS. partial",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE.",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop shows the longitudinal elevation of a beam, with overall span and beam lengths, bearing-centerline dimensions, reinforcement/bar callouts, draped strands, and diaphragm-bar hole locations. Notes below the elevation address beam handling, chamfers, dimensional adjustments, and bearing-end hole/slot provisions; a partial diaphragm-bar detail is shown at lower right."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "girder",
      "tag": "65I",
      "shape": "I-girder profile with tapered transitions between flanges and web",
      "material": "",
      "count": 1,
      "note": "End section shown; embedded circular reinforcement/strand ends are depicted."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "8-45I",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to upper circular ends."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "2-450",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to upper circular ends."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "350",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to circular ends at the tapered lower portion."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "2-452",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to lower circular ends."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "2″",
      "unit": "",
      "appliesTo": "Horizontal dimension between indicated vertical lines at upper portion of girder"
    },
    {
      "label": "",
      "value": "1 1/8″ CL.",
      "unit": "",
      "appliesTo": "Indicated centerline/clearance at girder web"
    },
    {
      "label": "",
      "value": "1′-3″",
      "unit": "",
      "appliesTo": "Vertical dimension between indicated horizontal reference lines at lower girder portion"
    },
    {
      "label": "",
      "value": "2″ CL.",
      "unit": "",
      "appliesTo": "Indicated centerline/clearance at bottom of girder"
    }
  ],
  "notes": [
    "CE UNLESS OTHERWISE SHOWN. (partial)",
    "TRESSED STRANDS. (partial)"
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "SECTION AT END"
  ],
  "description": "This crop shows an end section of a girder with an I-shaped profile, tapered flange transitions, and circular embedded reinforcement or strand ends. It includes strand/reinforcement callouts, cover or centerline dimensions, and a partial note referring to prestressed strands."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Two sectional representations are shown: section at midpoint and section at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular",
      "material": "prestressed steel",
      "count": null,
      "note": "Solid-dot symbol is defined as 1/2 in. diameter prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "bent",
      "material": "",
      "count": null,
      "note": "Shown at top of midpoint section."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "bent",
      "material": "",
      "count": null,
      "note": "Shown at top of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent trapezoidal",
      "material": "",
      "count": null,
      "note": "Reinforcement bending diagram shown."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "web width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "overall depth",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing arrangement",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "1 1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end-section depth",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar 350 diagonal leg",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 width",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "bar 550 and 651 bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550, 651"
    },
    {
      "label": "bar 350 lap minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "partial reinforcement dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial reinforcement dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "P.I. NO.",
    "0019181",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM",
    "2-651 AT EACH LOCATION",
    "2 SPACES AT 2\"",
    "7 SPACES AT 2\""
  ],
  "description": "This crop shows cross sections of a beam at its midpoint and end, including the beam profile, prestressed-strand locations, and reinforcing-bar callouts. A reinforcement panel below includes the bar 350 bending shape and fabrication and placement notes; lower reinforcement details are only partially visible."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beams shall be maintained upright and picked up near their ends; chamfered edges required."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Distance from beam ends for picking up",
      "value": "4’-6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Pick-up embedment location from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”."
  ],
  "labels": [],
  "description": "This crop is a notes block containing beam handling, lifting pick-up, and edge chamfer requirements. It documents fabrication/shop drawing and handling requirements for beams; no beam detail or quantity is shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "cylindrical plain bar, threaded at end",
      "material": "",
      "count": 1,
      "note": "Bar end shown in recess detail."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Washer shown at the diaphragm bar end."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Nut shown at the diaphragm bar end."
    },
    {
      "name": "recess",
      "tag": "",
      "shape": "rectangular section with circular opening",
      "material": "",
      "count": 1,
      "note": "Recess at beam face for diaphragm bar end."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 2” DIAMETER HOLE."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Callout reads partial/uncertain: “4-#5I AT 4” EACH WAY.”"
    },
    {
      "name": "beam face",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Excess diaphragm bar is to be cut off from this face."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1”",
      "unit": "",
      "appliesTo": "recess detail"
    },
    {
      "label": "",
      "value": "3”",
      "unit": "",
      "appliesTo": "recess detail"
    },
    {
      "label": "DIAMETER HOLE",
      "value": "2”",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "AT",
      "value": "4”",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "DIA.",
      "value": "5”",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "CUT OFF EXCESS DIAPHRAGM BAR FROM BEAM FACE",
      "value": "1”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "DIAPHRAGM BAR DIAMETER",
      "value": "1”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "THREADED ON EACH END",
      "value": "5”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "WASHER THICKNESS",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "WASHER DIAMETER",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "washer"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for an end of a diaphragm bar at a beam face. It shows the threaded bar, washer, hex nut, hole and recess geometry, with installation, coating, grout, and galvanizing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length, bearing-end holes/slots, top-surface treatment, transport holes, and deflection are addressed in the notes."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 4; a symbol preceding “BEARING” is unclear."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to the roughened beam top and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at each beam end",
      "value": "1/8″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diameter of hole at fixed ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Depth of hole at fixed ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot width at expansion ends",
      "value": "4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot dimension at expansion ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot depth at expansion ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "strands"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a notes block containing Notes 3 through 10 for beams and associated prestressing work. It documents beam dimensional allowances, bearing-end dowel holes and slots, beam-top surface preparation, transport-hole repairs, dead-load deflection definitions, strand requirements, and introduces prestressing data that is not shown in this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam top flange",
      "tag": "",
      "shape": "rectangular with beveled end",
      "material": "",
      "count": 1,
      "note": "Top flange end is shown beveled."
    }
  ],
  "measurements": [],
  "notes": [
    "B.F.P.R. OR ℄ BENT",
    "℄ BEAM",
    "BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for the end of a beam top flange. The bevel is to be parallel to the B.F.P.R. or the bent centerline, with reference lines shown for the bent and beam centerlines."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder with widened top and bottom flanges and tapered web transitions",
      "material": "",
      "count": 1,
      "note": "One complete section at midpoint is shown; an adjacent section is only partially visible at right."
    },
    {
      "name": "prestressed strand",
      "tag": "",
      "shape": "circular dot markers in beam section",
      "material": "",
      "count": 20,
      "note": "Count is from the complete midpoint section only; note identifies each dot as a 1/2” diameter prestressed strand."
    },
    {
      "name": "reinforcement bar",
      "tag": "5-#5",
      "shape": "",
      "material": "",
      "count": 5,
      "note": "Callout points to reinforcement near the upper portion of the complete section."
    },
    {
      "name": "reinforcement bar",
      "tag": "3-#5",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Callout is shown on the partial section at right."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-#5",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout is shown on the partial section at right."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "upper vertical depth",
      "value": "2½”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "web width/offset",
      "value": "6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal offset",
      "value": "6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "1’-3”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "overall depth",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom vertical depth",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "strand spacing",
      "value": "2 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "strand spacing",
      "value": "7 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "bottom side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom width",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal centerline dimension",
      "value": "1/8” CL.",
      "unit": "",
      "appliesTo": "partial section at right"
    },
    {
      "label": "vertical centerline dimension",
      "value": "2” CL.",
      "unit": "",
      "appliesTo": "partial section at right"
    },
    {
      "label": "horizontal offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "partial section at right"
    },
    {
      "label": "prestressed strand diameter",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "minimum clearance",
      "value": "1”",
      "unit": "",
      "appliesTo": "prestressed strand"
    }
  ],
  "notes": [
    "MAINTAIN 1” MINIMUM CLEARANCE UNLESS OTHE... [partial]",
    "● INDICATES 1/2” DIAMETER PRESTRESSED STRAND"
  ],
  "labels": [
    "DIMENSIONS ALONG ℄ BEAM",
    "SECTION AT MIDPOINT",
    "SECTION A... [partial]",
    "ATION [partial]"
  ],
  "description": "The crop shows a complete cross section titled SECTION AT MIDPOINT for an I-shaped beam, including its outline, dimensions, prestressed-strand dot pattern, and reinforcement callout. A second beam section is partially visible at the right, with additional reinforcement callouts and centerline dimensions."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam handling, pick-up, and chamfer requirements are noted."
    },
    {
      "name": "Pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded near the bottom of the beam; details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Beams"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Beams"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Beams"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\"."
  ],
  "labels": [],
  "description": "This crop is a notes block containing beam handling and lifting requirements. It also specifies chamfering of beam edges."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address beam length, bearing dowel holes/slots, top-surface preparation, transport holes, deflection, and prestressing."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at bearing; fixed-end holes and expansion-end slots are noted."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the bonded slab and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot length",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "roughened top-surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270."
  ],
  "labels": [
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "description": "This crop is a block of PSC beam-related construction notes, showing notes 3 through 10. It documents beam dimensional allowances, bearing dowel-hole and slot requirements, surface preparation, repair of transport holes, dead-load deflection descriptions, and prestressing strand requirements; no beam geometry or prestressing data table is visible in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address handling, chamfering, dimensions, bearing-end holes/slots, top surface preparation, transport-hole repairs, and deflection."
    },
    {
      "name": "Pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Fixed and expansion ends are referenced."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at bearing holes and slots."
    },
    {
      "name": "Slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection and bonding to roughened beam top."
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead load deflection."
    },
    {
      "name": "Strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "5’-6”",
      "unit": "",
      "appliesTo": "Beam pick-ups"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "Pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Beam top"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "886",
      "unit": "",
      "appliesTo": "Type II epoxy resin adhesive"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "934",
      "unit": "",
      "appliesTo": "Rapid setting patching material"
    },
    {
      "label": "ASTM designation",
      "value": "A 416",
      "unit": "",
      "appliesTo": "Strands"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "Strands"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”.",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a beam notes block containing numbered fabrication, handling, bearing, surface-preparation, repair, deflection, and prestressing requirements. It documents general requirements for beams and related bearings, dowels, slab, coping, barrier, and prestressing strands; the prestressing data following Note 10 is outside this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam top flange",
      "tag": "",
      "shape": "rectangular with beveled edge",
      "material": "",
      "count": 1,
      "note": "Partial beam end/profile shown; top flange bevel is indicated."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT"
  ],
  "labels": [
    "℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam top flange. The bevel is called out to be parallel to the bent centerline, with beam and bent centerlines indicated."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular, partial",
      "material": "",
      "count": 1,
      "note": "Beam face is shown at the diaphragm bar end recess."
    },
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "straight plain bar, threaded at end shown",
      "material": "",
      "count": 1,
      "note": "Bar end is shown in a recessed beam-face detail."
    },
    {
      "name": "recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Recess at diaphragm bar end."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as a diameter hole."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#5I",
      "shape": "straight bars, shown in section",
      "material": "",
      "count": 4,
      "note": "Located at 4\" each way."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Washer is shown at the bar end."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Hex nut is shown at the bar end."
    }
  ],
  "measurements": [
    {
      "label": "centerline offset",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "in.",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "diameter hole",
      "value": "2\"",
      "unit": "in.",
      "appliesTo": "hole"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-#5I AT 4\" EACH WAY",
      "unit": "in.",
      "appliesTo": "4-#5I"
    },
    {
      "label": "recess diameter",
      "value": "5\" DIA.",
      "unit": "in.",
      "appliesTo": "recess"
    },
    {
      "label": "cutoff from beam face",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "diaphragm bar diameter",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "thread length on each end",
      "value": "5\"",
      "unit": "in.",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "washer thickness and diameter",
      "value": "1/4\" X 3 1/2\" DIAMETER",
      "unit": "in.",
      "appliesTo": "washer"
    }
  ],
  "notes": [
    "⊛ DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for diaphragm bar ends at a beam face. It shows a threaded diaphragm bar, washer and hex nut within a 5-inch-diameter recess, together with the adjacent hole and reinforcing-bar callout. The accompanying notes specify tightening, protective coating, epoxy grout filling, and that galvanizing is not required."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam face",
      "tag": "",
      "shape": "rectangular, partial",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam is shown."
    },
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "cylindrical plain bar, threaded ends",
      "material": "",
      "count": 1,
      "note": "Shown passing through the beam/recess detail."
    },
    {
      "name": "Diaphragm bar recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Recess is shown at the beam face."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Hole for diaphragm bar."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "One washer is visibly shown at the nut end; note specifies washers on each end."
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "One nut is visibly shown at the recess end; note specifies hex nuts."
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-#5I AT 4” EACH WAY",
      "shape": "circular in section",
      "material": "",
      "count": 4,
      "note": "Four bar section marks are visible around the hole."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1”",
      "unit": "in",
      "appliesTo": "Diaphragm bar / centerline"
    },
    {
      "label": "Horizontal dimension",
      "value": "3”",
      "unit": "in",
      "appliesTo": "Diaphragm bar recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2”",
      "unit": "in",
      "appliesTo": "Hole"
    },
    {
      "label": "Reinforcement spacing",
      "value": "4”",
      "unit": "in",
      "appliesTo": "4-#5I reinforcement bars"
    },
    {
      "label": "Recess diameter",
      "value": "5”",
      "unit": "in",
      "appliesTo": "Diaphragm bar recess"
    },
    {
      "label": "Cutoff distance from beam face",
      "value": "1”",
      "unit": "in",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1”",
      "unit": "in",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Thread length on each end",
      "value": "5”",
      "unit": "in",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4”",
      "unit": "in",
      "appliesTo": "Washers"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2”",
      "unit": "in",
      "appliesTo": "Washers"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE.",
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [],
  "description": "This crop shows a diaphragm-bar recess detail at a beam face, including the bar, nut, washer, hole, recess, and local reinforcement. It documents diaphragm-bar installation, cutoff, coating, grout filling, and tightening requirements."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "not stated",
      "count": 1,
      "note": "Elevation of a single beam between Bent 2 and Bent 3; draped strands and reinforcement callouts are shown."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "not stated",
      "count": 2,
      "note": "Called out as 2 inch diameter holes; hole omissions are noted for specified beams."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "not stated",
      "count": 8,
      "note": "Shown sloping upward toward the right end."
    },
    {
      "name": "bearing centerline",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "not stated",
      "count": 2,
      "note": "Bearing centerlines are indicated at both beam ends."
    },
    {
      "name": "low friction type hold down",
      "tag": "℄ LOW FRICTION TYPE HOLD DOWN",
      "shape": "symbol",
      "material": "not stated",
      "count": 1,
      "note": "Centerline location is shown near the midpoint."
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "between ℄ BENT 2 and ℄ BENT 3"
    },
    {
      "label": "beam length",
      "value": "80'-1⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint to end dimension",
      "value": "40'-5 3/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "11 13/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam end reinforcement/strand layout"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#4",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam depth",
      "value": "8'-4 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "13-#5 AT 6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "2⅝\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "vertical dimension",
      "value": "2'-3\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "delta NC",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "delta C",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "bearing to bearing",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING to ℄ BEARING"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "℄ BENT 2",
    "℄ BENT 3",
    "8 - DRAPED STRANDS",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of one rectangular beam spanning between the centerlines of Bent 2 and Bent 3. It documents beam and bearing-centerline geometry, diaphragm-bar hole locations, draped strand profile, and end reinforcement/spacing callouts."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "girder end section",
      "tag": "",
      "shape": "I-girder with widened top flange and lower bulb",
      "material": "",
      "count": 1,
      "note": "Only the end-section portion is visible; internal circular strand/reinforcement symbols are shown."
    },
    {
      "name": "prestressing strands / reinforcement symbols",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Filled and open circular symbols are shown within the girder section; exact total is not stated clearly in this crop."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "650",
      "unit": "",
      "appliesTo": "girder top width dimension"
    },
    {
      "label": "",
      "value": "2-450",
      "unit": "",
      "appliesTo": "girder section callout"
    },
    {
      "label": "",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "girder section vertical dimension"
    },
    {
      "label": "",
      "value": "2-452",
      "unit": "",
      "appliesTo": "girder section callout"
    }
  ],
  "notes": [
    "NLESS OTHERWISE SHOWN.",
    "SSED STRANDS."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "CL.",
    "ECTION AT END"
  ],
  "description": "This crop shows a partial end section of a flanged, bulb-ended girder with circular internal strand or reinforcement symbols. The section includes centreline references, dimensions, strand-related callouts, and cropped general note text."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "flared I-shaped section with rectangular top and bottom",
      "material": "",
      "count": 1,
      "note": "Sectioned at midpoint; material is not stated in the visible crop."
    },
    {
      "name": "circular reinforcement/strand symbols",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 37,
      "note": "Two symbols are near the top; 35 are grouped in the lower portion. Visible partial note states that the bullet indicates 1/2 in. diameter."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "550",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "CL. dimension",
      "value": "1⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "overall height",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "circular reinforcement/strand symbols"
    },
    {
      "label": "vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "side dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "circular reinforcement/strand symbols"
    },
    {
      "label": "side dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "partial note"
    },
    {
      "label": "diameter",
      "value": "½\"",
      "unit": "",
      "appliesTo": "circular reinforcement/strand symbols"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLE...",
    "• INDICATES ½\" DIAMETER"
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "MENSIONS",
    "ONG C BEAM"
  ],
  "description": "This crop shows a cross section titled \"SECTION AT MIDPOINT\" of a flared beam-shaped member. It includes the member profile, dimensional layout, and circular reinforcement/strand symbols concentrated in the lower portion, with a partial clearance and diameter note."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "circular plain threaded bar",
      "material": "",
      "count": 1,
      "note": "Threaded 5\" on each end; excess is cut off 1\" from beam face."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "At diaphragm bar end."
    },
    {
      "name": "reinforcement bars",
      "tag": "#5",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-#5? AT 4\" EACH WAY; character following #5 is unclear."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular fragment",
      "material": "",
      "count": 1,
      "note": "Only the beam-end portion is shown."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess detail"
    },
    {
      "label": "DIAMETER HOLE",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "",
      "value": "4\"",
      "unit": "",
      "appliesTo": "#5 reinforcement bars"
    },
    {
      "label": "DIA.",
      "value": "5\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar cut-off from beam face"
    },
    {
      "label": "DIAMETER",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "THREADED ON EACH END",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "WASHER THICKNESS",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "WASHER DIAMETER",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "washer"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE.",
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" x 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for an end of a diaphragm bar at a beam face. It shows the bar, threaded end, washer, hex nut, circular recess, hole, and associated reinforcing-bar callout, together with installation, coating, grout, and galvanizing notes."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam ends",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Only a fragment of the beam faces/diaphragm region is shown."
    },
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "circular plain bar, threaded at ends",
      "material": "",
      "count": 1,
      "note": "Shown passing through the beam diaphragm region; excess is cut off from beam face."
    },
    {
      "name": "washers",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Specified at each end of diaphragm bar."
    },
    {
      "name": "hex nuts",
      "tag": "",
      "shape": "hexagonal",
      "material": "ASTM A 709 Grade 36",
      "count": 2,
      "note": "Specified at each end of diaphragm bar."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-#5",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Callout states 4-#5 at 4 in. each way."
    },
    {
      "name": "recess",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Recess around exposed diaphragm-bar end is to be painted and filled with approved epoxy grout."
    }
  ],
  "measurements": [
    {
      "label": "centerline offset",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "diameter hole",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "reinforcement",
      "value": "4-#5",
      "unit": "",
      "appliesTo": "reinforcing bars"
    },
    {
      "label": "reinforcement spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "reinforcing bars"
    },
    {
      "label": "diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "cutoff distance from beam face",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "thread length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "washers"
    },
    {
      "label": "washer diameter",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "washers"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3½\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [],
  "description": "This crop shows a diaphragm-bar connection detail through adjacent beam diaphragm/end regions. It documents the threaded plain bar, washers, hex nuts, hole/recess geometry, reinforcement callout, cutoff requirement, and protective coating and epoxy-grout requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced throughout the notes; prestressing strands are specified."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within the bottom of the beam."
    },
    {
      "name": "fixed-end hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "expansion-end slot",
      "tag": "",
      "shape": "rectangular slot",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to roughened beam top."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in non-composite dead load deflection note."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in composite dead load deflection note."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up distance from beam ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a general notes block for beams, including handling, chamfering, bearing-end dowel holes/slots, top-surface preparation, and repair of transport holes. It also provides dead-load deflection statements, strand requirements, and introduces prestressing data that is not shown in this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "partial rectangular profile with angled bevel at top flange",
      "material": "",
      "count": 1,
      "note": "Only a fragment of the beam is shown."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT"
  ],
  "labels": [
    "℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a portion of a beam. The top flange is shown beveled, with the bevel noted as parallel to the bent centerline."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "girder/beam",
      "tag": "",
      "shape": "I-girder / bulb-ended section",
      "material": "",
      "count": 1,
      "note": "Cross-sectional outline only; section appears to be at an end."
    },
    {
      "name": "prestressed strands",
      "tag": "2-450; 2-452",
      "shape": "circular strand ends",
      "material": "",
      "count": null,
      "note": "Multiple filled and open circular strand-end symbols are shown within the beam section."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "650",
      "unit": "",
      "appliesTo": "beam section"
    },
    {
      "label": "vertical dimension",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "beam section"
    },
    {
      "label": "centerline offset callout",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CL. (partial callout)"
    }
  ],
  "notes": [
    "UNLESS OTHERWISE SHOWN.",
    "ESSED STRANDS. (partial)"
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "001918",
    "CL.",
    "SECTION AT END"
  ],
  "description": "This crop shows an end cross section of a girder or beam with an I-shaped/bulb-ended profile and numerous circular prestressed-strand end symbols. It includes partial strand callouts, a 650 horizontal dimension, a 2'-7\" vertical dimension, and partial general notes below the section."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "I-girder with tapered transitions between flanges and web",
      "material": "",
      "count": 1,
      "note": "Sectioned at midpoint."
    },
    {
      "name": "Reinforcement/strand locations",
      "tag": "",
      "shape": "circular dot symbols",
      "material": "",
      "count": 37,
      "note": "Two dots are shown near the top flange; the remaining dots are shown in the bottom flange."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "horizontal dimension",
      "value": "550",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "vertical dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "web horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "horizontal dimension",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "CL. horizontal dimension",
      "value": "1⅝\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "vertical spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Reinforcement/strand locations"
    },
    {
      "label": "vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "bottom side dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "bottom reinforcement spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Reinforcement/strand locations"
    },
    {
      "label": "bottom side dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "bottom width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "upper vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "upper transition vertical dimension",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "web vertical dimension",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "lower transition vertical dimension",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "lower vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "overall height",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diameter indicated by dot symbol",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Reinforcement/strand locations"
    }
  ],
  "notes": [
    "MAINTAIN 1” MINIMUM CLEA [partial]",
    "• INDICATES ½” DIAMETER [partial]"
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "IMENSIONS [partial]",
    "LONG ℄ BEAM [partial]",
    "ON [partial]"
  ],
  "description": "This crop shows a cross section at the midpoint of a single I-shaped beam with tapered flange-to-web transitions. Dimensions define the beam profile and the arrangement of circular reinforcement/strand location symbols, including bottom-flange spacing."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "partial plan view",
      "material": "",
      "count": 1,
      "note": "BENT 1 SHOWN; BENT 4 noted as similar."
    },
    {
      "name": "Endwall",
      "tag": "B.F.P.P.R.",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched endwall shown at the beam end."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing."
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing pad."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled",
      "material": "",
      "count": 1,
      "note": "Callout identifies beveled shim plate."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam is identified by callout."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1″",
      "unit": "",
      "appliesTo": "Bearing pad / beveled shim plate"
    }
  ],
  "notes": [
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "B.F.P.P.R. ENDWALL"
  ],
  "labels": [
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the bearing endwall area for Bent 1. It shows an endwall, beam, bearing, bearing pad, and beveled shim plate arrangement; Bent 4 is indicated as similar."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular, hatched",
      "material": "",
      "count": 1,
      "note": "Shown at the end of the upper beam."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Called out at the bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing location is called out; individual bearing geometry is not fully shown."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "diagonal/angled",
      "material": "",
      "count": 1,
      "note": "Called out at the left end of the beams."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension at upper beam/bearing area",
      "value": "1″",
      "unit": "",
      "appliesTo": "beam / bearing pad area"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE",
    "℄ BEARING",
    "℄ BEAM",
    "B.F.P.R. → ENDWALL"
  ],
  "labels": [
    "A",
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and bearing arrangement at Bent 1, with Bent 4 noted as similar. It shows three parallel beams adjacent to an angled endwall, with a bearing pad and beveled shim plate called out at the upper beam end."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Beam",
      "tag": "℄ BEAM",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial beam end shown at bearing."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown through bearing assembly."
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular hatched symbol",
      "material": "foam",
      "count": 1,
      "note": "Shown as a note symbol."
    }
  ],
  "measurements": [
    {
      "label": "Shim/bearing assembly vertical dimension",
      "value": "5/8\"",
      "unit": "",
      "appliesTo": "Beveled shim plate / bearing pad"
    },
    {
      "label": "Bearing pad vertical dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Bearing pad"
    },
    {
      "label": "Dowel vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a beam bearing assembly. A tapered beam end bears on a beveled shim plate and bearing pad, with a 1 1/2-inch diameter smooth dowel extending below; the endwall is explicitly noted as not shown."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Called out with beveled shim plate."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular, beveled",
      "material": "",
      "count": null,
      "note": "Shown at bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "sloping linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "labels": [
    "B.F.P.R.",
    "ENDWALL",
    "PLAN",
    "A",
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM"
  ],
  "description": "This crop shows a plan view of Bent 1, with Bent 4 noted as similar. It documents the beam ends at an endwall, including bearing pads, beveled shim plates, bearings, and Section A-A reference arrows."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "beam",
      "tag": "C BEAM",
      "shape": "I-girder / beam section",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": "Located between beam and bearing pad."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown at beam centerline."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed foam",
      "count": null,
      "note": "Shown by a hatched symbol; placement is not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "5/8”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "bearing pad thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "dowel length",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "ENDWALL NOT SHOWN",
    "SECTION A-A"
  ],
  "description": "This crop is Section A-A through the bearing arrangement below a C BEAM. It shows a beveled shim plate and bearing pad over the support, with a vertical smooth dowel; the endwall is specifically noted as not shown."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Identified by a centerline callout."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Centerline is noted as equal to the beveled shim plate centerline."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown by dashed outlines at the beam end."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed linear wall",
      "material": "",
      "count": 1,
      "note": "Labeled ENDWALL."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE"
  ],
  "labels": [
    "B.F.P.R.",
    "A-A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and endwall arrangement for Bent 1. It shows three parallel beams, bearing/shim-pad centerline information, and a skewed endwall; Bent 4 is stated to be similar."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long transverse cap shown in plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile center locations are shown within the bent cap."
    },
    {
      "name": "beam",
      "tag": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Only the callout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Left end vertical dimension",
      "value": "3'-0 7/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Right end vertical dimension",
      "value": "5'-1 3/4”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "℄ SR 21 EB = PGL"
    },
    {
      "label": "Dimension ahead",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dowel-hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "2-#12",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "B.F.P.R.",
    "℄ BRG.",
    "℄ SR 21 EB = PGL",
    "AHEAD",
    "STA. 17+19.65",
    "A",
    "B",
    "BEGIN B.F.P.R. STA. 17... partial",
    "℄ SR 21... partial"
  ],
  "description": "This crop shows the plan view for BENT 1 RIGHT, including a rectangular transverse bent cap, four pile center locations, and centerlines for BEAM 7 through BEAM 12. The lower edge of the crop includes only partial adjacent section/elevation information and associated elevation and reinforcement callouts."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap / bent",
      "tag": "BENT 1",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six labeled beam centerlines crossing the bent."
    },
    {
      "name": "smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four hole symbols are visible; callout states holes are typical for smooth dowels."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only partial pile/detail graphics are visible below the plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Partial lower-detail callout reads 4-#10 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Partial lower-detail callout reads 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between the two shown alignment reference lines"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge skew angle"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE, B.F.P.R. BENT 1"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL, ℄ BRG."
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge angle, TYP."
    },
    {
      "label": "dimension",
      "value": "15'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "shown offset at left-center portion of bent"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "shown spacing, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "outer offset from bent end to beam centerline; shown at both ends"
    },
    {
      "label": "spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "beam centerline spacing; repeated between shown beams"
    },
    {
      "label": "dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end-to-beam-centerline layout dimension"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "beam layout dimension; repeated"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right beam-centerline-to-end layout dimension"
    },
    {
      "label": "dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall bent length"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset; shown twice"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "shown width between the two 1'-6\" offsets"
    },
    {
      "label": "dimension",
      "value": "5'-0 7/16\"",
      "unit": "",
      "appliesTo": "right end width"
    },
    {
      "label": "diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "partial lower detail"
    }
  ],
  "notes": [
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 WB = PGL",
    "STA. 17+26.35",
    "℄ BRG.",
    "B.F.P.R.",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop primarily shows the plan of the left side of Bent 1, with the bent laid out across six beam centerlines and referenced to SR 21 and the bridge centerline. It also includes dowel-hole information, beam spacing and overall bent dimensions, plus the upper portions of partial lower pile/reinforcement details."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan at Bent 2 Left."
    },
    {
      "name": "bearing locations",
      "tag": "",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Two rows of bearing-location symbols are shown."
    },
    {
      "name": "beam centerlines",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified below the bent cap."
    },
    {
      "name": "bent centerline",
      "tag": "℄ BENT",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing centerlines",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "smooth dowel bar holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical holes for smooth dowel bars are called out."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Distance from SR 21 WB = PGL reference line",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Right end offset",
      "value": "2'-3⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Local horizontal dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "PLAN",
    "(BENT 2 LEFT)"
  ],
  "description": "This crop is a plan view for Bent 2 Left, showing a rectangular bent cap with six identified beam centerlines and two rows of bearing-location symbols. It documents the bent-cap layout, beam spacing, skew, station reference, bearing centerlines, and typical smooth-dowel-bar hole requirement."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown with bearing locations."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 7 through C BEAM 12",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Centerlines only; the beams themselves are not drawn in this crop."
    },
    {
      "name": "bearing location",
      "tag": "C BEARING",
      "shape": "circular point symbol",
      "material": "",
      "count": 12,
      "note": "Two bearing locations are shown at each beam centerline."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Called out as formed holes, typical, at the bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "C SR 21 and C BENT"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "C BENT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "C BENT / bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 7 to C BEAM 8"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 11 to C BEAM 12"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "C SR 21",
    "SR 21 EB = PGL",
    "STA.17+74.65",
    "C BENT",
    "C BEARING",
    "PLAN",
    "(BENT 2 RIGHT)",
    "GDT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view of Bent 2 Right, showing the rectangular bent-cap footprint and its relationship to the SR 21 eastbound profile grade line. It documents the centerlines for Beams 7 through 12, bearing locations, dowel-bar hole callout, skew, station, and bent-cap layout dimensions."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "℄ BENT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan above the elevation."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Bearing center symbols are shown at six beam lines, two per beam line."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "not shown; centerlines only",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are shown in plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel bars in formed holes."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1 and ℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column 1 is detailed; Column 2 is shown schematically in the elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular, 13'-0\" square typical",
      "material": "",
      "count": 2,
      "note": "One footing is detailed below Column 1 and a typical footing is shown below Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile projections are visible below each footing representation."
    },
    {
      "name": "reinforcement bar",
      "tag": "44-431",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "At equal spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-531",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at 7 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-532 DBL",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Double bars; shown at 5 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "14-630",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Shown at 6 in. maximum spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-630",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-631",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "18-930",
      "shape": "",
      "material": "",
      "count": 18,
      "note": "At equal spacings."
    },
    {
      "name": "construction joint",
      "tag": "* CONST. JT.",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Typical construction joint is shown at the footing/column interface."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical at Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Offset from SR 21 WB = PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam-line end segment",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Bent plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dimension at bearing/dowel location",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bent cap minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Column/footing vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column spacing dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing bottom elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing width",
      "value": "13'-0\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column width, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Column spacing, typical",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Pile projection/embedding dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Mechanical coupler dimensions",
      "value": "1'-0\" / 2'-0\" / 1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "14-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "12-531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "14-532 DBL"
    },
    {
      "label": "Angle",
      "value": "15°",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "PLAN",
    "(BENT 3 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "NOTES"
  ],
  "description": "This crop contains a plan of Bent 3 Left and an elevation looking ahead. It documents the bent-cap layout at six beam centerlines, bearing locations and dowel-bar provisions, together with two columns, typical footings/pile projections, elevations, reinforcement callouts, and a construction-joint note."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan identified as BENT 3 LEFT; centerline of bent is shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": 12,
      "note": "Bearing centerline callout shown; two bearing rows at six beam centerlines."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by skewed beam centerlines only."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical formed hole called out for smooth dowel bar."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the typical formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "roadway/profile alignment to bent reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "skew angle, typical",
      "value": "8°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bearing/beam layout"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "top edge to upper bearing row",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to lower bearing row",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bottom edge",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing/beam offset at left end",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 5 places shown"
    },
    {
      "label": "bearing/beam offset at right end",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap; both ends shown"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 4 places shown"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "local horizontal dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "near BEAM 5"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "℄ BEARING",
    "℄ BENT",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 3 LEFT)"
  ],
  "description": "This crop is a plan view of the left bent at Bent 3. It shows a rectangular bent cap with two rows of bearing locations aligned to six skewed beam centerlines, together with cap dimensions, beam spacing, stationing, and a typical dowel-bar hole callout."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan view labeled ℄ BENT."
    },
    {
      "name": "beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six skewed beam centerlines."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular location",
      "material": "",
      "count": 12,
      "note": "Bearing centerline locations are shown in two rows."
    },
    {
      "name": "formed dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Typical 3 in. diameter, 12 in. deep holes are indicated at bearing locations."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 1/2 in. diameter, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between skewed reference lines"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bent geometry"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "typical bent geometry"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent / bearing layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "overall dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 18+56.65",
    "PLAN",
    "(BENT 3 RIGHT)",
    "A1",
    "B1",
    "44-431 AT EQ. SPS. (partial/unclear)"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 3 RIGHT), showing a rectangular bent cap laid out skew to SR 21 EB = PGL at STA. 18+56.65. It documents the bent, bearing and beam centerline arrangement for BEAM 7 through BEAM 12, including typical formed holes for smooth dowel bars."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/haunched underside",
      "material": "",
      "count": 1,
      "note": "Shown in elevation; plan of BENT 3 RIGHT is partially visible above."
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the left."
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the right."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing beneath each visible column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Two pile locations are visible beneath each footing; pile connection detail is partially visible at lower left."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "",
      "material": "",
      "count": 49,
      "note": "Callouts show 12-531 at each end and 25-531 at equal spaces in the center."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "",
      "material": "",
      "count": 28,
      "note": "Two callouts of 14-532 DBL are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Partial pile connection detail."
    },
    {
      "name": "Beam centerline",
      "tag": "BEAM 7 through BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerline labels are visible in the partial plan at top of crop."
    }
  ],
  "measurements": [
    {
      "label": "Beam spacing/overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BEAM 7 through BEAM 12"
    },
    {
      "label": "Cap reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 3 region"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 4 region"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap left end to COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 3 to COLUMN 4"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 4 to bent cap right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "Drawing scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "E SHEET NO. 16 FOR CAP, ND FOOTING SECTIONS. (partial)",
    "' NOT SHOWN. (partial)",
    "BARS 1131A 3'-9\" INTO CAP. (partial)",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.",
    "NO SCALE",
    "SCALE: ¼\" = 1'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "PILE CONNECTION DETAIL (partial)",
    "PLAN DRIVING OBJECTIVE",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "MAY 2025",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop primarily shows the elevation for Intermediate Bent 3, identified as BENT 3 RIGHT LOOKING AHEAD, with a continuous cap supported by Columns 3 and 4 on individual footings and steel H-piles. A partial plan of the bent cap and beam centerlines is visible at the top, and a partial H-pile connection detail and title block are visible at the bottom."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan layout of the bent is shown."
    },
    {
      "name": "Beams",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerline locations only."
    },
    {
      "name": "Smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Hole locations are shown with center marks; note calls for smooth dowels."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Bent end dimension",
      "value": "3'-0 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End spacing",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 1"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 2"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 3"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 4"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 5"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 9/16”",
      "unit": "",
      "appliesTo": "BEAM 6"
    },
    {
      "label": "Overall bent length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent width",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Ahead distance",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "AHEAD",
    "PLAN",
    "(BENT 4 LEFT)"
  ],
  "description": "This crop shows the plan layout for Bent 4 Left, including its skewed rectangular bent footprint and beam centerline locations for Beams 1 through 6. The drawing provides the bent length, beam spacing chain, bearing centerline station, alignment information, and typical smooth-dowel hole requirements."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular plan element with widened end areas",
      "material": "",
      "count": 1,
      "note": "Only the bent plan arrangement is shown."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 7–℄ BEAM 12",
      "shape": "centerlines shown",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are labeled for Beams 7 through 12."
    },
    {
      "name": "Formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies holes for smooth dowels, typical."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "Distance to ahead reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "End offset, left",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam centerline spacing (5 occurrences)",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "BEAM 7–BEAM 12"
    },
    {
      "label": "End offset, right",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Distance, left",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam spacing (4 occurrences)",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 8–BEAM 11"
    },
    {
      "label": "Distance, right",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Overall bent dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Right end vertical dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Formed hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Formed hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowels"
    }
  ],
  "notes": [
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "SEE DETAIL 3 BRIDGE SHEET 16"
  ],
  "labels": [
    "SR 21",
    "AHEAD",
    "SR 21 EB = PGL",
    "STA. 19+11.65 ℄ BRG.",
    "B.F.P.R.",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view titled \"PLAN (BENT 4 RIGHT).\" It shows the Bent 4 right arrangement relative to SR 21 EB/PGL, with centerlines identified for Beams 7 through 12 and a typical formed-hole/smooth-dowel callout."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan shows the cap at six beam centerline locations."
    },
    {
      "name": "formed dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Callout indicates smooth dowels; typical."
    },
    {
      "name": "bridge beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by centerline references only."
    }
  ],
  "measurements": [
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Distance ahead",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left overall segment",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right overall segment",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end width dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Right end width dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "AHEAD",
    "PLAN"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 4 LEFT), showing a long rectangular bent cap aligned at an angle to SR 21 WB = PGL. Six beam centerlines are referenced along the cap, with four typical formed holes for smooth dowels and detail references at both ends."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1 LEFT",
      "shape": "long narrow tapered/angled rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown with a dashed centerline and six transverse divisions/beam locations."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Six beam locations are called out along the bent."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1"
  ],
  "description": "This crop shows a plan-type layout fragment for Bent 1 Left. A skewed/angled bent outline is shown with six labeled beam locations, BEAM 1 through BEAM 6, and a callout to B.F.P.R. BENT 1."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1–6",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six beam locations are shown along the skewed bent line; each is identified by a C/L callout."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 4",
    "C/L BEAM 1",
    "C/L BEAM 2",
    "C/L BEAM 3",
    "C/L BEAM 4",
    "C/L BEAM 5",
    "C/L BEAM 6",
    "BENT 4 LEFT",
    "BENT",
    "PILE LOCATION",
    "FOOTING 3"
  ],
  "description": "This crop shows a partial plan layout for BENT 4 LEFT, with six rectangular beam locations numbered 1 through 6 along a skewed bent reference line. A partial table at the right is headed BENT and PILE LOCATION and includes the visible label FOOTING 3; its remaining contents are outside the crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1 LEFT",
      "shape": "elongated rectangular, skewed",
      "material": "",
      "count": 1,
      "note": "Bent layout is shown with six labeled beam locations."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "location indicated by dashed centerline/callout",
      "material": "",
      "count": 6,
      "note": "Individual beam labels are BEAM 1, BEAM 2, BEAM 3, BEAM 4, BEAM 5, and BEAM 6."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan-type layout for BENT 1 LEFT. A skewed bent element is shown with six beam locations identified from BEAM 1 through BEAM 6; no dimensions or material notes are visible in the crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 4 LEFT",
      "shape": "long narrow rectangular outline, skewed",
      "material": "",
      "count": 1,
      "note": "Six labeled beam locations are shown along the bent."
    },
    {
      "name": "beams",
      "tag": "BEAM 1–BEAM 6",
      "shape": "beam locations shown by short paired line symbols",
      "material": "",
      "count": 6,
      "note": "Each beam location is called out with a dashed leader."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 4",
    "BENT",
    "PILE LOCATION",
    "FOOTING 3"
  ],
  "description": "This crop shows a partial plan layout identified as BENT 4 LEFT, with six beam locations along a skewed narrow bent outline. A partial table is visible at right with the headings BENT and PILE LOCATION, and partial text FOOTING 3."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial length of the cap is visible."
    },
    {
      "name": "beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "centerline locations shown",
      "material": "",
      "count": 6,
      "note": "Beam centerlines 7 through 12 are called out."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "BENT 1 RIGHT"
  ],
  "description": "This crop is a partial plan view labeled BENT 1 RIGHT. It shows a skewed bent-cap outline and the indicated centerline locations of Beams 7 through 12."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "beams",
      "tag": "BEAM 7–BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six individually labelled beam segments are shown along a skewed alignment at BENT 4 RIGHT."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 4 RIGHT",
    "3 RIGHT",
    "FOOTING 4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop shows a partial plan of BENT 4 RIGHT, with BEAM 7 through BEAM 12 indicated along an angled/skewed line. A partial adjacent grid or schedule is visible at the right, containing the labels 3 RIGHT and FOOTING 4 with numbered rows."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 RIGHT",
      "shape": "elongated tapered rectangular outline",
      "material": "",
      "count": 1,
      "note": "Only the right-side bent plan fragment is shown."
    },
    {
      "name": "Beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "not shown; centerline locations indicated",
      "material": "",
      "count": 6,
      "note": "Beam centerline callouts are visible for Beams 7 through 12."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [],
  "description": "This crop shows a plan fragment of BENT 1 RIGHT. An elongated skewed/tapered bent outline is shown with centerline callouts locating BEAM 7 through BEAM 12."
}