Smooth Dowel Bar

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Gr 50; design data lists Grade 50, fᵧ = 50,000 PSI."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment; furnishing and installation cost is referenced."
    },
    {
      "name": "Superstructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete strength and allowable tension refer to beam sheets."
    },
    {
      "name": "Substructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 reinforcement steel is specified."
    },
    {
      "name": "Pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Prestensioning strand stress is specified."
    }
  ],
  "measurements": [
    {
      "label": "Vibration monitoring notice period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f′c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure"
    },
    {
      "label": "Reinforcement steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Reinforcement steel yield strength, fᵧ",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands stress, fₛ′",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Steel H-piles yield strength, fᵧ",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-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 FOR 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..."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS — AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD — HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE",
    "PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS"
  ],
  "description": "This crop contains continued general bridge construction notes and a design-data block. The notes address pile driving, vibration monitoring, smooth dowel bars, and abutment soil reinforcing device inserts; the design data gives material classes, strengths, loading criteria, and seismic design information."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Grade 50."
    },
    {
      "name": "smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "May be shifted slightly to clear formed holes."
    },
    {
      "name": "abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Note regarding furnishing and installing inserts is cut off at the bottom of the crop."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete class and allowable tension are referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D concrete is specified."
    },
    {
      "name": "reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 specified."
    },
    {
      "name": "pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "vibration monitoring"
    },
    {
      "label": "Steel H-pile material grade",
      "value": "50",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "A_S",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "S_D",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f'c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "substructure"
    },
    {
      "label": "Reinforcement steel yield strength, f_y",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength, f's",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "pretensioning strands"
    },
    {
      "label": "Steel H-pile yield strength, f_y",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "steel H-piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT LEAST TWO WEEKS PRIOR TO DRIVING PILES. SEE GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV",
    "SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GRADE 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 [partial; crop cuts off]."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE:",
    "CLASS D",
    "CLASS AAA",
    "SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION",
    "CLASS AA",
    "GRADE 60",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a continuation of general construction notes and a design-data block for a bridge project. It documents pile driving and vibration-monitoring requirements, smooth dowel-bar installation, and material/design criteria for concrete, steel, prestressing strands, and piles; the final abutment insert note is cropped off."
}

{
  "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": "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": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Beam requirements, handling, finish, prestressing, concrete strength, and allowable tension are noted."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Embedded pick-ups are specified for beam handling."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for bonding and dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "circular",
      "material": "special low-relaxation steel",
      "count": 20,
      "note": "Pretensioned strands are specified."
    }
  ],
  "measurements": [
    {
      "label": "Partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Beam pickup distance from ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Pickup embedment distance from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Expansion-end slot size",
      "value": "4\" X 1 3/4\" X 7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Minimum concrete strength for strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Concrete strength (f'c)",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO",
    "EL"
  ],
  "description": "This crop is a notes block for PSC beams, with general beam handling, fabrication, bearing-dowel, surface preparation, transport-hole repair, and deflection notes. It also provides prestressing strand data, concrete strength, and allowable PSC beam tension; only a partial dimension and partial adjacent drawing labels are visible at the top."
}

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Referenced throughout the notes; no beam geometry is shown in this crop."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to roughened beam tops."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in composite dead load deflection note."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 20,
      "note": "Special low-relaxation strands."
    }
  ],
  "measurements": [
    {
      "label": "partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pick-up location from beam ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "minimum concrete strength before strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "concrete strength",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (∆NC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (∆C) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f′ci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f′c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO ℄",
    "ELE (partial)"
  ],
  "description": "This crop is a notes block for PSC beams, including handling, fabrication, bearing-end dowel provisions, surface preparation, transport-hole repair, deflection, strand, and prestressing requirements. A partial dimension line and partial bearing/elevation text are visible along the top edge of the crop."
}

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

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Beam requirements and prestressing data are provided in the notes; only fragments of beam details are shown."
    },
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": 1,
      "note": "Shown in the recess detail at diaphragm bar end."
    },
    {
      "name": "Diaphragm bar recess",
      "tag": "",
      "shape": "rectangular stepped recess",
      "material": "",
      "count": 1,
      "note": "Detail is partially cropped at the right."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at diaphragm bar ends."
    },
    {
      "name": "Nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": null,
      "note": "Specified at diaphragm bar ends."
    },
    {
      "name": "Dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "℄ BEARING TO ℄ BEARING",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess detail"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "reinforcement",
      "value": "4-35I AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "pick-up distance from beam ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "epoxy mortar at each end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "expansion-end deep slot",
      "value": "4\" x 1 3/4\" x 7\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "strand quantity and diameter",
      "value": "36 - 1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand area",
      "value": "0.167 SQ IN",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "pretension per strand",
      "value": "33,818 LBS",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "minimum concrete strength for strand release",
      "value": "5,200 PSI",
      "unit": "",
      "appliesTo": "concrete"
    },
    {
      "label": "total jacking force",
      "value": "1,217,430 LBS",
      "unit": "",
      "appliesTo": "prestensioning"
    },
    {
      "label": "net prestressing force after all losses",
      "value": "930,145 LBS",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "concrete strength",
      "value": "6,500 PSI",
      "unit": "",
      "appliesTo": "concrete"
    },
    {
      "label": "allowable PSC beam tension",
      "value": "484 PSI",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "thread length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "washer dimensions",
      "value": "1/4\" x 3 1/2\" DIAMETER",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "cut off excess diaphragm bar",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE TWO OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 36 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f'ci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 1,217,430 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 930,145 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI.",
    "⊗ DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" x 3 1/2\" DIAMETER WASHERS AND NUTS (ASTM A 105 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PA… DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS … SPECIAL PROTECTIVE COATING NO. 2 AS PER SECTION 535 … THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTI… 865.2.01.B.2 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "RECESS DETAIL FOR DIAPHRAGM BAR END",
    "℄ BENT",
    "℄ BEAM",
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT",
    "BEVEL DETAILS",
    "CUT OFF EXCESS D… 1\" FROM BEAM FACE"
  ],
  "description": "This crop is primarily a general notes block for PSC beams, including handling, bearing-end dowel provisions, surface preparation, repair, deflection, and prestressing requirements. At right, it includes a partially cropped elevation/recess detail for a diaphragm bar end and a bevel detail showing the relationship of the beam top flange to the bent centerline."
}

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "rectangular end/detail fragment with beveled top flange",
      "material": "precast concrete",
      "count": 1,
      "note": "Beam end is shown in the recess and bevel details; notes refer to PSC beams."
    },
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular plain bar",
      "material": "",
      "count": 1,
      "note": "Shown at beam-end recess detail."
    },
    {
      "name": "Dowel",
      "tag": "",
      "shape": "circular",
      "material": "smooth",
      "count": 1,
      "note": "Referenced for fixed and expansion bearing-end connection."
    },
    {
      "name": "Recess",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam-end recess shown for diaphragm bar end."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Diaphragm-bar hardware; note specifies 1/4 in. x 3-1/2 in. diameter washers."
    },
    {
      "name": "Nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": null,
      "note": "Diaphragm-bar hardware; note identifies nuts as ASTM A 105 Grade 36."
    },
    {
      "name": "Prestressing strands",
      "tag": "",
      "shape": "strand",
      "material": "",
      "count": 36,
      "note": "Special low-relaxation strands specified in prestressing data."
    }
  ],
  "measurements": [
    {
      "label": "partial dimension at top of crop",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "centerline bearing to centerline bearing",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam pick-up distance from ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot width",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel"
    },
    {
      "label": "roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "special low-relaxation strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand area",
      "value": "0.167 SQ IN",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "pretension strands",
      "value": "36",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "pretension force per strand",
      "value": "33,818 LBS",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "minimum concrete strength before strand release",
      "value": "5,200 PSI",
      "unit": "",
      "appliesTo": "prestressed beam"
    },
    {
      "label": "total jacking force of pretensioning",
      "value": "1,217,430 LBS",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "net prestressing force after losses",
      "value": "930,145 LBS",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "concrete strength",
      "value": "6,500 PSI",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "allowable PSC beam tension",
      "value": "484 PSI",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "recess detail centerline offset",
      "value": "1\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "recess detail dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "reinforcement/callout spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "recess detail diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "excess diameter cut-off from beam face",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "thread length on each diaphragm-bar end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "washer diameter",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "washer"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE III EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 36 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 1,217,430 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 930,145 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI.",
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND H… NUTS (ASTM A 105 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C O… THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAIN… DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL TH… RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT."
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "BEVEL DETAILS",
    "℄ BENT",
    "℄ BEAM"
  ],
  "description": "This crop is primarily a beam construction-notes block for prestressed concrete beams, with notes on handling, bearing-end dowels, surface preparation, hole repairs, deflection, prestressing, and concrete strength. At right it includes a small elevation/detail of the diaphragm-bar end recess and a bevel detail for the beam top flange."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Bearing pads",
      "tag": "",
      "shape": "",
      "material": "60 durometer hardness neoprene, Grade 2 or higher",
      "count": null,
      "note": "Designed per AASHTO LRFD Bridge Design Specifications, Section 14.7.6 Method A."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": ""
    },
    {
      "name": "Holes in bearing pads",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "May be formed or drilled."
    },
    {
      "name": "Load plates",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": ""
    },
    {
      "name": "Internal plates",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "Number shown is for illustration purposes only; specified plates shall be equally spaced between load plates."
    },
    {
      "name": "Beveled shim plates",
      "tag": "",
      "shape": "beveled",
      "material": "ASTM A709 Grade 36",
      "count": null,
      "note": "Shall be galvanized in accordance with ASTM A123."
    }
  ],
  "measurements": [
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowels"
    },
    {
      "label": "Bearing pad hardness",
      "value": "60",
      "unit": "durometer",
      "appliesTo": "Bearing pads"
    },
    {
      "label": "Hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Holes in bearing pads"
    },
    {
      "label": "Bearing pad cover",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Bearing pads"
    },
    {
      "label": "Load plate thickness",
      "value": "3/16”",
      "unit": "",
      "appliesTo": "Load plates"
    },
    {
      "label": "Internal plate gage",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "Internal plates"
    },
    {
      "label": "Mold draft",
      "value": "1 1/2°",
      "unit": "",
      "appliesTo": "Bearing pads"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2 OR HIGHER.",
    "4. 3” DIAMETER HOLE IN BEARING PADS MAY BE FORMED OR DRILLED.",
    "5. BEARING PADS SHALL HAVE 1/4” COVER ON THE TOP, BOTTOM, AND SIDES AND AROUND THE HOLE.",
    "6. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.",
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.",
    "8. USE OF 1 1/2° MOLD DRAFT IS OPTIONAL.",
    "9. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block for bridge bearing pads and associated dowels, plates, and shim plates. It documents bearing-pad design criteria, material requirements, dimensions, fabrication provisions, and applicable AASHTO/ASTM specifications."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Bearing pads",
      "tag": "",
      "shape": "",
      "material": "neoprene",
      "count": null,
      "note": "Specified to be 60 durometer hardness neoprene, Grade 2 or higher; note text is partially cropped."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50 steel",
      "count": null,
      "note": "Specified as smooth dowels."
    }
  ],
  "measurements": [
    {
      "label": "Diameter",
      "value": "1½”",
      "unit": "",
      "appliesTo": "Smooth dowels"
    },
    {
      "label": "Hardness",
      "value": "60",
      "unit": "durometer",
      "appliesTo": "Bearing pads"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1½” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2, OR HIGHER [partial; cropped]."
  ],
  "labels": [],
  "description": "This crop is a block of bearing pad design notes. It documents bearing-pad design and furnishing requirements, smooth dowel size and grade, and a partially visible neoprene hardness requirement."
}

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

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "60 durometer hardness neoprene, Grade 2 or higher",
      "count": null,
      "note": "Designed and furnished to AASHTO LRFD bridge specifications."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": ""
    },
    {
      "name": "load plates",
      "tag": "",
      "shape": "plate",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": ""
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "plate",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "Required internal plates are to be equally spaced between load plates."
    },
    {
      "name": "beveled shim plates",
      "tag": "",
      "shape": "beveled plate",
      "material": "ASTM A709 Grade 36",
      "count": null,
      "note": "To be galvanized in accordance with ASTM A123."
    }
  ],
  "measurements": [
    {
      "label": "smooth dowel diameter",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "smooth dowels"
    },
    {
      "label": "bearing pad hardness",
      "value": "60",
      "unit": "durometer",
      "appliesTo": "bearing pads"
    },
    {
      "label": "hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "cover",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "load plate thickness",
      "value": "3/16”",
      "unit": "",
      "appliesTo": "load plates"
    },
    {
      "label": "internal plate gage",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "internal plates"
    },
    {
      "label": "mold draft",
      "value": "1 1/2°",
      "unit": "",
      "appliesTo": "bearing pads"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2 OR HIGHER.",
    "4. 3” DIAMETER HOLE IN BEARING PADS MAY BE FORMED OR DRILLED.",
    "5. BEARING PADS SHALL HAVE 1/4” COVER ON THE TOP, BOTTOM, AND SIDES AND AROUND THE HOLE.",
    "6. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.",
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.",
    "8. USE OF 1 1/2° MOLD DRAFT IS OPTIONAL.",
    "9. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block for bridge bearing pads and associated bearing components. It specifies materials, dimensions, fabrication provisions, internal and load plates, dowels, and shim plate galvanizing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Designed according to AASHTO LRFD Bridge Design Specifications and to be furnished in accordance with AASHTO LRFD Bridge Construction Specifications."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": "1 1/2 inch diameter."
    }
  ],
  "measurements": [
    {
      "label": "Bearing pad design specification section",
      "value": "14.7.6",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "Bearing device construction specification section",
      "value": "18",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "Diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowels"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop is a bridge construction notes block. It specifies bearing pad design and furnishing requirements and material requirements for smooth dowels."
}

{
  "view": "Unclear",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Left."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible in the elevation."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical dowel/hole callout shown at beam locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts at equal spaces and typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts include 4-#10 and 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance to SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge location"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT 1"
    },
    {
      "label": "end dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "bent cap ends"
    },
    {
      "label": "end dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "end dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "bay spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "bay spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "9/16\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left pile/end"
    },
    {
      "label": "elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right pile/end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "at EQ. SPACES"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "at EQ. SPS., TYP. EA. BAY"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile spacing/offset"
    },
    {
      "label": "dimension",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "right end of elevation"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "℄ SR 21",
    "AHEAD",
    "SR 21 WB = PGL",
    "℄ BRG.",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "B.F.P.R.",
    "℄ BEAM 6",
    "℄ BEAM 5",
    "℄ BEAM 4",
    "℄ BEAM 3",
    "℄ BEAM 2",
    "℄ BEAM 1",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains both a plan and an elevation of Bent 1 Left, rather than a single view type. The plan shows the skewed bent-cap layout and beam centerlines; the elevation shows the bent cap supported at six visible pile locations, with elevations, dimensions, reinforcement callouts, and typical smooth-dowel hole information."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in elevation below the plan; 44-421 at equal spaces is called out."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown in plan at six beam centerlines, two bearing locations per beam."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One below each column; footing plan/profile at right is marked typical."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two piles are visibly drawn below each footing; right-hand footing representation is typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I22",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-520",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I23",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-521",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-522 DBL",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs adjacent to both columns."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I21 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 1 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I20 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 2 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-420 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "16-920 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "smooth steel",
      "count": 6,
      "note": "Plan callout: 1 1/2 in. diameter smooth dowel bar, typical."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; callout states typical."
    }
  ],
  "measurements": [
    {
      "label": "cap plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, left",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, right",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical cap plan dimension",
      "value": "8'-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "2'-1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "bent-cap length at equal spaces",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "12-521"
    },
    {
      "label": "cap central reinforcement spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "central cap width",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "column 1 reinforcement spacing",
      "value": "12-1I21 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "column 2 reinforcement spacing",
      "value": "12-1I20 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "mechanical-coupler vertical dimensions",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "mechanical-coupler vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "concrete cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing plan width",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing pile offset",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "footing dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "1. SEE BRIDGE ... COLUMN AN...",
    "2. BARS 422",
    "3. EXTEND BA..."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 2 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "* CONST. JT., TYP.",
    "PILE",
    "NOTES:",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation; reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown beneath each visible column."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile tops are visible below the two footings; pile connection detail is also shown."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown; double bars are indicated at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Column reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out in note to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / bent"
    },
    {
      "label": "dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "bent"
    },
    {
      "label": "skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "bent, TYP."
    },
    {
      "label": "formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "cap vertical dimension",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "1’-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "2’-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap overall depth",
      "value": "4’-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap horizontal offset",
      "value": "2’-3 5/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "horizontal dimension",
      "value": "2’-9 3/8”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "end dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "42’-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4’-0” MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "cover / offset",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "offset",
      "value": "8”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "25’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "8’-9”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar extension",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "#21A bars"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar minimum length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS #22 NOT SHOWN.",
    "EXTEND BARS #21A 3’-6” INTO CAP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "℄ BENT",
    "℄ BEARING",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 2 RIGHT)",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y"
  ],
  "description": "This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail."
}

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

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

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

{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Left."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Bearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular hole / dowel location",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel in formed holes, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall bent-cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 6"
    },
    {
      "label": "end plan dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap plan width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "C BRG."
    },
    {
      "label": "bearing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical dowel offset",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "alignment dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "right-end plan dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel-hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth-dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "STA."
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left underside elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right underside elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "left end elevation dimension",
      "value": "2'-10 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing in elevation",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "4-440 OVER EACH PILE",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "C BRG.",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "PLAN",
    "(BENT 4 LEFT)",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop contains a plan and an elevation detail for Bent 4 Left, rather than a single elevation only. It documents the 44'-1 1/16\" long bent cap, six bearing/beam locations, six piles below the cap, elevations, dimensions, dowel holes, and reinforcing callouts."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular, tapered/sloped in elevation",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Right."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Visible as six paired pile locations beneath the footing in elevation."
    },
    {
      "name": "Bearing/support locations",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six locations are shown along the footing/cap line."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical; quantity is not stated."
    },
    {
      "name": "Reinforcement bars",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out over each pile."
    },
    {
      "name": "Reinforcement bars",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at left end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at right end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "Callout states at equal spaces and typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Plan offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical beam layout"
    },
    {
      "label": "Plan width dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "Footing, left segment"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "Footing, right segment"
    },
    {
      "label": "Overall plan length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "Footing top, left"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, typical"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, left end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, right end"
    },
    {
      "label": "Elevation left end segment",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation right end segment",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall elevation length",
      "value": "44'-1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "AT EQ. SPS. TYP. EA. BAY",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)",
    "NOTES:",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions."
}

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