Concrete Diaphragm

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel 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": "Pile tip elevations are referenced; erratic pile lengths can be expected."
    },
    {
      "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": "To be furnished and installed at abutments."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used at contractor's option in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; may be replaced by steel diaphragms at contractor's option."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Standard plan modification note addresses expansion joint and approach slab pavement."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent to be continuous around end post."
    },
    {
      "name": "Grooved concrete bridge deck",
      "tag": "",
      "shape": "rectangular",
      "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": "Specified as zinc coat, 6FT, 9 GA."
    },
    {
      "name": "Welding",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be performed by GDOT certified welders using specified low-hydrogen electrodes for manual shielded metal arc welding."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Protective coating",
      "tag": "NO. 2P",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Applied to piles and swaybracing."
    }
  ],
  "measurements": [
    {
      "label": "Special Provision",
      "value": "154",
      "unit": "",
      "appliesTo": "Construction vibration monitoring"
    },
    {
      "label": "Submittal period before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Geotechnical submittal"
    },
    {
      "label": "Minimum freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Fill settlement / piles"
    },
    {
      "label": "Wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Wind exposure",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "Vertical surface area of exposed beam"
    },
    {
      "label": "Expansion joint",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Distance to end post",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Fence pay unit",
      "value": "LF",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence wire gauge",
      "value": "9 GA",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "2FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL-SUBMITTAL@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 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-SUM PREST 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 1 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.",
    "provide table for 2’ above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "*",
    "**"
  ],
  "description": "This crop is a general-notes continuation sheet for bridge work, containing pile, diaphragm, approach slab, deck, fence, welding, coating, shop-drawing, and incidental-work requirements. A partial table is visible at the upper right with the headings “BENT NUMBER” and partial “PILE TIP”; its values are cropped and obscured. A green review markup requests a table for 2’ above estimated tip elevations."
}

{
  "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": "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": "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": "Notes",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier."
    },
    {
      "name": "expansion joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier and required construction joint in deck."
    },
    {
      "name": "construction joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as pairs in top of slab."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "**"
    },
    {
      "label": "Reinforcement bar quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "Reinforcement bar length",
      "value": "10’-0” LONG",
      "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. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 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."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Includes noted expansion joints; dimensions measured along inside face."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint noted in barrier; one note also requires a construction joint in deck."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3 is referenced."
    },
    {
      "name": "Intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in slab reinforcement note."
    },
    {
      "name": "400 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pairs of bars referenced in top-of-slab note."
    },
    {
      "name": "600 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown as 2-600, 10'-0” long, between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "Barrier"
    },
    {
      "label": "Bar length",
      "value": "10'-0”",
      "unit": "",
      "appliesTo": "600 bars"
    },
    {
      "label": "Bar quantity/designation",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600 bars"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 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."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a bridge drawing notes block. It gives diaphragm-location, barrier and fence-post dimensioning, barrier expansion-joint, deck construction-joint, and top-of-slab reinforcement notes over intermediate bents 2 and 3."
}

{
  "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 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": "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": "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": "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": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU EDGE BEAM."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular vertical diaphragm",
      "material": "concrete",
      "count": 1,
      "note": "Shown in SECTION THRU DIAPHRAGM, SPAN 2."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal rectangular section",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is shown at the edge beam and in Detail “A”."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1” preformed joint filler."
    },
    {
      "name": "silicone sealant joint sealer",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone sealant",
      "count": 1,
      "note": "Shown in Detail “A”."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced at 18”."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two bars called out in the edge-beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Two 507B bars are called out at the upper location and two at the lower location."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "edge beam reinforcement"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "radius",
      "value": "1/4” R",
      "unit": "",
      "appliesTo": "Detail “A”"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ'D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "TOP OF BEAM",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4” R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY",
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL “A”",
    "NO SCALE"
  ],
  "description": "This crop shows a section through an edge beam for Bent 2, with Bent 3 noted similar, and a separate section through a 10-inch concrete diaphragm in Span 2. It also includes Detail “A” for the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section at left."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown in section at right."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 2,
      "note": "Required construction joint is indicated in the edge-beam section and Detail \"A\"."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" preformed joint filler."
    },
    {
      "name": "silicone sealant / type joint sealer",
      "tag": "",
      "shape": "joint sealant bead",
      "material": "silicone",
      "count": 1,
      "note": "Shown in Detail \"A\"; type B, C or D."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": "Two groups are called out in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "sealant/joint dimension",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "sealant/joint dimension",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "joint dimension",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "radius",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY",
    "℄ REQ'D. CONST. JOINT",
    "SEE DETAIL \"A\"",
    "TOP OF BEAM",
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop contains a section through an edge beam for Bent 2, with Bent 3 noted similar, and a section through a concrete diaphragm at Span 2. It also includes Detail \"A\" showing the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "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."
}