Concrete Barrier

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in general notes; ASTM A709 Gr 50; erratic lengths expected; driving/restrike procedure described."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "circular (rod)",
      "material": "steel, grouted",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced in Design Data; strength and allowable tension per beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data concrete schedule."
    },
    {
      "name": "Superstructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Substructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Bent Number / Pile Tip Elevation Table",
      "tag": "",
      "shape": "tabular",
      "material": "",
      "count": 1,
      "note": "Small table with 3 rows shown, values illegible/placeholder (***.**), bent numbers shown as * placeholders."
    }
  ],
  "measurements": [
    {
      "label": "Dowel bar hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Dowel bar hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Minimum freeze time before restrike",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Pile Driving"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Design Data"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete, Class D"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete, Class AA"
    },
    {
      "label": "Reinforcement steel yield strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning strand strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile yield strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Piles, Grade 50"
    },
    {
      "label": "Seismic performance parameter AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Seismic performance parameter SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Pile Tip Elevation (table entries)",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Bent Number table"
    }
  ],
  "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.",
    "provide table for 2' above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "GDOT",
    "P.I. NO.",
    "0019181",
    "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 ----------------------------------------- 30 LBS PER SQ FT",
    "CONCRETE: SUPERSTRUCTURE --------------------------------CLASS D, f'c = 4,000 PSI",
    "BARRIER--------------------------------- CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS ------------------------ CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION ---------------------- SEE BEAM SHEETS",
    "SUBSTRUCTURE ---------------------------- CLASS AA, f'c = 3,500 PSI",
    "REINFORCEMENT STEEL: ------------------------------------- GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: ----------------------------------------- f's = 270,000 PSI",
    "STEEL H-PILES: -----------------------------------------GRADE 50, fy = 50,000 PSI"
  ],
  "description": "This crop is the continuation of the General Notes and the Design Data block from a bridge structural drawing sheet (sheet page 2), covering pile driving, vibration monitoring, steel H-pile material, and smooth dowel bar installation notes, alongside a Design Data table listing specifications, live load, concrete classes/strengths, reinforcement and prestressing steel grades. A small partially-illustrated table for Bent Number vs. Pile Tip Elevation is shown at top center with placeholder/illegible values, annotated by a green callout requesting a table be added for elevations 2 feet above the estimated pile tip elevations."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "AASHTO Type II, BR NO-1",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": null,
      "note": "quantity given as length, not count of beams"
    },
    {
      "name": "PSC beam",
      "tag": "AASHTO Type III, BR NO-1",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": null,
      "note": "quantity given as length, not count of beams"
    },
    {
      "name": "Pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "steel H piling in place; quantity given in LF"
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "quantity in LF"
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "steel, zinc coated, 6 FT, 9 GA",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "BAR REINF STEEL",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "quantity in LB"
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "BR NO-1 LT / RT",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "lump sum items, referenced quantity (69762) shown in parentheses, appears cross-referenced with green annotation"
    }
  ],
  "measurements": [
    {
      "label": "FOUND BKFILL MATL, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Left Bridge (207-0203)"
    },
    {
      "label": "FOUND BKFILL MATL, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Right Bridge (207-0203)"
    },
    {
      "label": "BRIDGE EXCAVATION, GRADE SEPARATION",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Left Bridge (211-0200)"
    },
    {
      "label": "BRIDGE EXCAVATION, GRADE SEPARATION",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Right Bridge (211-0200)"
    },
    {
      "label": "GROOVED CONCRETE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Left Bridge (500-0100)"
    },
    {
      "label": "GROOVED CONCRETE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Right Bridge (500-0100)"
    },
    {
      "label": "SUPERSTR CONCRETE, CL D, BR NO-1 LT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Left Bridge (500-1011)"
    },
    {
      "label": "SUPERSTR CONCRETE, CL D, BR NO-1 RT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Right Bridge (500-1011)"
    },
    {
      "label": "Reference quantity for superstr concrete",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011 items"
    },
    {
      "label": "CONCRETE BARRIER",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge (500-2100)"
    },
    {
      "label": "CONCRETE BARRIER",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge (500-2100)"
    },
    {
      "label": "CLASS AA CONCRETE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Left Bridge (500-3002)"
    },
    {
      "label": "CLASS AA CONCRETE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Right Bridge (500-3002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE II, BR NO-1",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Left Bridge (507-9002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE II, BR NO-1",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Right Bridge (507-9002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE III, BR NO-1",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Left Bridge (507-9003)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE III, BR NO-1",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Right Bridge (507-9003)"
    },
    {
      "label": "BAR REINF STEEL",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Left Bridge (511-1000)"
    },
    {
      "label": "BAR REINF STEEL",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Right Bridge (511-1000)"
    },
    {
      "label": "SUPERSTR REINF STEEL, BR NO-1 LT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Left Bridge (511-3000)"
    },
    {
      "label": "SUPERSTR REINF STEEL, BR NO-1 RT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Right Bridge (511-3000)"
    },
    {
      "label": "Reference quantity for superstr reinf steel",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000 items"
    },
    {
      "label": "PILING IN PLACE, STEEL H, HP 12 X 53",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Left Bridge (520-1125)"
    },
    {
      "label": "PILING IN PLACE, STEEL H, HP 12 X 53",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Right Bridge (520-1125)"
    },
    {
      "label": "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Left Bridge (520-4125)"
    },
    {
      "label": "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Right Bridge (520-4125)"
    },
    {
      "label": "DYNAMIC PILE TEST",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Left Bridge (523-1100)"
    },
    {
      "label": "DYNAMIC PILE TEST",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Right Bridge (523-1100)"
    },
    {
      "label": "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge (643-1152)"
    },
    {
      "label": "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge (643-1152)"
    }
  ],
  "notes": [],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "12 X 53"
  ],
  "description": "This crop is a bridge quantities summary table listing pay item numbers, left/right bridge quantities, units, and pay item descriptions for a two-bridge grade separation structure (BR NO-1). It covers earthwork, concrete (barrier, class AA, superstructure), PSC AASHTO Type II and III beams, reinforcing steel (bar and superstructure), steel H-piling (HP 12x53), pile load/dynamic testing, and chain link fencing, with several values highlighted in yellow and one green annotation linking the pile size callout '12 X 53' to the piling pay item."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel, ASTM A709 Gr 50",
      "count": null,
      "note": "Referenced in general notes and design data table; not graphically depicted in this crop."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "cylindrical (3\" dia)",
      "material": "steel (implied, grouted)",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts; mentioned only in text."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Bent (Substructure)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data; bent numbers listed in small table but obscured by asterisks."
    }
  ],
  "measurements": [
    {
      "label": "Bent Number",
      "value": "*",
      "unit": "",
      "appliesTo": "Bent (unspecified, masked)"
    },
    {
      "label": "Pile Tip Elevation",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Pile (bent tip elevation, masked/placeholder)"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Pile freeze time",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Steel H-Pile"
    },
    {
      "label": "Future Paving Allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier, Class D"
    },
    {
      "label": "Substructure Concrete Strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure, Class AA"
    },
    {
      "label": "Reinforcing Steel Yield Strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning Strand Strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile Yield Strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Pile, Grade 50"
    },
    {
      "label": "Seismic Performance Zone Parameters",
      "value": "AS=0.142, SDI=0.155",
      "unit": "",
      "appliesTo": "Design Specifications"
    }
  ],
  "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.",
    "provide table for 2' above estimated tip elevations",
    "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 --------------------------------------------- 30 LBS PER SQ FT",
    "CONCRETE: SUPERSTRUCTURE ------------------------------------- CLASS D, f'c = 4,000 PSI",
    "BARRIER-------------------------------------- CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS ------------------------- CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION ----------------------- SEE BEAM SHEETS",
    "SUBSTRUCTURE ------------------------------- CLASS AA, f'c = 3,500 PSI",
    "REINFORCING STEEL: --------------------------------- GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: ------------------------------------- f's = 270,000 PSI",
    "STEEL H-PILES: ---------------------------------------GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "DESIGN DATA",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is the right-hand continuation of a General Notes sheet paired with a Design Data block, both typical of a GDOT bridge plan set. It contains text notes on vibration monitoring, steel H-pile material, pile driving procedure, and smooth dowel bar installation, plus a small partially-masked Bent Number/Pile Tip Elevation table, and a Design Data summary listing specifications, live load, concrete classes and strengths, reinforcing steel grade, pretensioning strand strength, and steel H-pile grade. No structural elements are graphically drawn; all content is specification/reference text supporting substructure and superstructure material call-outs."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "granular/backfill",
      "count": null,
      "note": "Type II"
    },
    {
      "name": "Bridge excavation",
      "tag": "211-0200",
      "shape": "",
      "material": "earth/soil",
      "count": null,
      "note": "Grade separation"
    },
    {
      "name": "Grooved concrete surface",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete, Class D",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (249)"
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "507-9002",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "PSC beam",
      "tag": "507-9003",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (69762)"
    },
    {
      "name": "Steel H pile",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, in place piling"
    },
    {
      "name": "Load test pile",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, if required"
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "steel, zinc coated",
      "count": null,
      "note": "6 FT height, 9 GA"
    }
  ],
  "measurements": [
    {
      "label": "FOUND BKFILL MATL TP II - LEFT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "FOUND BKFILL MATL TP II - RIGHT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "BRIDGE EXCAVATION - LEFT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "BRIDGE EXCAVATION - RIGHT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "GROOVED CONCRETE - LEFT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "GROOVED CONCRETE - RIGHT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "CONCRETE BARRIER - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CONCRETE BARRIER - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CLASS AA CONCRETE - LEFT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "CLASS AA CONCRETE - RIGHT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - LEFT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - RIGHT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - LEFT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - RIGHT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "BAR REINF STEEL - LEFT BRIDGE",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "BAR REINF STEEL - RIGHT BRIDGE",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Pile size callout",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "DYNAMIC PILE TEST - LEFT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "DYNAMIC PILE TEST - RIGHT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)"
  ],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "12 X 53"
  ],
  "description": "This crop is a Summary of Quantities schedule table listing pay item numbers, quantities for a Left Bridge and Right Bridge, units, and pay item descriptions for a bridge project (Bridge No.-1). Items include earthwork, various concrete classes and superstructure concrete/reinforcement (some lump sum with cross-references to items 249 and 69762), PSC beams (AASHTO Type II and III), steel H-piling (HP 12x53) with an associated pile size callout, load and dynamic pile testing, concrete barrier, and chain link fencing. All quantity values that appear highlighted in yellow are printed numeric quantities; the table documents overall bridge quantities for bill-of-quantities preparation."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located at left end of barrier transition, shown with dashed lines indicating hidden edge"
    },
    {
      "name": "Barrier (parapet) transition",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 1,
      "note": "Top edge tapers upward from 2\" at end post to 1'-9 1/2\" at far end over a 12'-0\" length, with slope callout 1:18"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 12\" PAVING REST, shown as a diagonal element abutting the end post"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Height at end post",
      "value": "2",
      "unit": "in",
      "appliesTo": "End post/barrier transition start"
    },
    {
      "label": "Horizontal length of transition",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition"
    },
    {
      "label": "Height at far end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition end"
    },
    {
      "label": "Slope ratio rise",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Slope ratio run",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "BARRIER TRANSITION",
    "END POST",
    "12\" PAVING REST"
  ],
  "description": "This crop is a detail drawing showing the transition geometry of a concrete barrier/parapet from an end post to a taller section over a 12'-0\" length, with height increasing from 2\" to 1'-9 1/2\". A slope diagram labeled 'BARRIER TRANSITION' indicates a 1:18 taper ratio, and a 12\" paving rest is shown adjoining the end post. The detail is drawn at 1/4\"=1'-0\" scale, likely part of a bridge parapet/barrier standard detail sheet."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "End Post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown at left edge of detail, tapering into barrier transition"
    },
    {
      "name": "Barrier (transition segment)",
      "tag": "",
      "shape": "tapered, rectangular in elevation",
      "material": "concrete",
      "count": 1,
      "note": "Elevation view of barrier tapering in height from end post to full section over 12'-0\" length"
    },
    {
      "name": "Paving Rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Small angled ledge/notch at top of end post, 12\" dimension noted"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving Rest"
    },
    {
      "label": "Transition length",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Step/offset height",
      "value": "2",
      "unit": "in",
      "appliesTo": "End Post / Paving Rest joint"
    },
    {
      "label": "Barrier height at end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (rise)",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (run)",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop is an elevation detail titled 'BARRIER TRANSITION DETAIL' showing the tapered profile of a bridge barrier as it transitions from the end post to its full height over a 12'-0\" length, with a slope callout of 1:18 and a final height of 1'-9 1/2\". A paving rest notch (12\" wide, 2\" step) is shown at the end post connection. It documents the geometry of the barrier taper at the end span, relevant to concrete and reinforcing quantities noted elsewhere as included in end span totals."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint (barrier)",
      "tag": "",
      "shape": "rectangular joint with chamfered edges",
      "material": "preformed joint filler / silicone sealant",
      "count": 1,
      "note": "Shown in Plan and Elevation views, joint width 1\" with 3/4\" chamfers on both faces"
    },
    {
      "name": "Barrier (traffic/parapet)",
      "tag": "",
      "shape": "tapered/trapezoidal profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Side Elevation, only partial profile with expansion joint at base area indicated by 3\" dimension"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip, 1\" thick",
      "material": "preformed filler material",
      "count": 1,
      "note": "Located within barrier joint, held with 10d galvanized nails per note"
    },
    {
      "name": "Low modulus silicone sealant (Type A)",
      "tag": "",
      "shape": "linear sealant bead",
      "material": "silicone sealant",
      "count": 1,
      "note": "Applied at joint face, both plan and elevation views"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Top offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler top clearance"
    },
    {
      "label": "Bottom offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler bottom clearance (elevation view)"
    },
    {
      "label": "Nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails holding joint filler"
    },
    {
      "label": "Side elevation offset",
      "value": "3",
      "unit": "in",
      "appliesTo": "barrier side elevation, joint location from base"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "1\" PREFORMED JOINT FILLER",
    "HOLD IN PLACE WITH 10d GALV. NAILS.",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "NTS"
  ],
  "description": "This crop shows a detail sheet illustrating a 1-inch expansion joint within a concrete traffic barrier, presented in Plan, Elevation, and Side Elevation views. The detail specifies a preformed joint filler with 3/4-inch chamfered edges, sealed with low modulus silicone sealant (Type A), and notes that the filler is held in place with 10d galvanized nails. The side elevation shows a partial tapered barrier profile with the joint located near its base, dimensioned at 3 inches from the base to the joint start."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint (in barrier)",
      "tag": "",
      "shape": "rectangular/vertical joint",
      "material": "preformed joint filler with silicone sealant",
      "count": 1,
      "note": "Shown in Plan, Elevation, and Side Elevation views"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered (sloped face)",
      "material": "concrete",
      "count": 1,
      "note": "Side elevation shows tapered barrier profile with chamfer and joint"
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "linear edge chamfer",
      "material": "concrete",
      "count": 1,
      "note": "3/4\" chamfer at barrier edge"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "preformed filler material",
      "count": 1,
      "note": "1\" thick, spans joint width"
    },
    {
      "name": "Silicone sealant",
      "tag": "",
      "shape": "linear bead",
      "material": "low modulus silicone (Type A)",
      "count": 1,
      "note": "Applied at joint face"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer size",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view top"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view bottom"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Joint filler cover (elevation)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, elevation view top"
    },
    {
      "label": "Offset dimension",
      "value": "3",
      "unit": "in",
      "appliesTo": "side elevation, base of barrier"
    }
  ],
  "notes": [
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "JOINTS"
  ],
  "description": "This crop is a detail sheet showing the construction of a 1-inch expansion joint within a concrete barrier, illustrated in plan, elevation, and side elevation views. It specifies a 3/4-inch chamfer, 1-inch preformed joint filler, and low modulus silicone sealant (Type A) at the joint, with the filler held in place using 10d galvanized nails. The side elevation shows the tapered barrier profile with a 3-inch offset dimension near its base."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Girder/Beam",
      "tag": "I-509",
      "shape": "tapered/I-section (bulb-tee-like)",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled with leader arrow to one of the deck beams"
    },
    {
      "name": "Girder/Beam",
      "tag": "I-508",
      "shape": "tapered/I-section (bulb-tee-like)",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled with leader arrow to one of the deck beams"
    },
    {
      "name": "Girder/Beam",
      "tag": "I-802",
      "shape": "tapered/I-section (bulb-tee-like)",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled with leader arrow near a support stem"
    },
    {
      "name": "Girder/Beam",
      "tag": "I-801",
      "shape": "tapered/I-section (bulb-tee-like)",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled with leader arrow near a support stem"
    },
    {
      "name": "Edge Beam",
      "tag": "2-800",
      "shape": "rectangular with sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "outer edge beam at right side of deck, poured flush with outside face of beam"
    },
    {
      "name": "Deck Slab",
      "tag": "",
      "shape": "flat with cross slope",
      "material": "reinforced concrete",
      "count": 1,
      "note": "top slab spanning across all beams, shown with 2% slope arrow"
    },
    {
      "name": "Support Stem/Web (beam bottom flange support)",
      "tag": "",
      "shape": "trapezoidal/tapered stem",
      "material": "precast concrete",
      "count": 6,
      "note": "repeating tapered support stems beneath deck, spaced at '8-404 AT EQUAL SPACES'"
    },
    {
      "name": "Parapet/Barrier",
      "tag": "",
      "shape": "tapered vertical wall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one at each end of the section (left and right), with fence noted above right one"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "noted as 'FENCE NOT SHOWN, TYP.' atop right parapet, not drawn"
    },
    {
      "name": "Bearing Pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "noted as 'BEARING PADS NOT SHOWN' at bottom of section"
    }
  ],
  "measurements": [
    {
      "label": "Deck thickness",
      "value": "8",
      "unit": "in",
      "appliesTo": "deck slab, left edge, noted '8\", TYP.'"
    },
    {
      "label": "Beam spacing offset",
      "value": "2",
      "unit": "in",
      "appliesTo": "spacing dimension left of equal spaces group"
    },
    {
      "label": "Beam spacing offset",
      "value": "2",
      "unit": "in",
      "appliesTo": "spacing dimension right of equal spaces group"
    },
    {
      "label": "Equal spacing dimension",
      "value": "8-404",
      "unit": "",
      "appliesTo": "spacing group labeled 'AT EQUAL SPACES', likely 8 spaces at 404 (units unspecified, possibly mm or a mark)"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab, direction arrow shown"
    }
  ],
  "notes": [
    "8-404 AT EQUAL SPACES",
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "I-509",
    "I-508",
    "I-802",
    "I-801",
    "2-800",
    "8\", TYP."
  ],
  "description": "This crop is a cross section through a bridge superstructure showing a series of precast concrete beams (tagged I-509, I-508, I-801, I-802) supporting a concrete deck slab with a 2% cross slope, bounded by parapets/barriers at each edge. An edge beam (2-800) is shown at the right side poured flush with the outside face of the beam, and the profile grade line for SR 21 WB is marked near the right parapet. Notes indicate that bearing pads and the fence atop the right parapet are not shown in this view."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular/tapered (crowned)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7.75\" thick between beams, 8\" in overhangs, 2% cross slope"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 1",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 2",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 3",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 4",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 5",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 6",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "intermediate diaphragms between beams, shown in second section view"
    },
    {
      "name": "Edge parapet/barrier upstand",
      "tag": "",
      "shape": "tapered",
      "material": "reinforced concrete",
      "count": 2,
      "note": "fence-mounting curb at each edge, fence itself not shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "transverse slab bars, spaced as noted (30-400A shown, also 6-400A, 14-400A groupings)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "longitudinal top bar at 6.5\" spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "501",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "placed under every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "placed at every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "steel",
      "count": 7,
      "note": "diaphragm bars, at equal spaces"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "steel",
      "count": 4,
      "note": "diaphragm bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "steel",
      "count": 2,
      "note": "diaphragm top bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "circular, plain",
      "material": "steel",
      "count": null,
      "note": "1\" diameter plain bar, likely a diaphragm through-rod"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "required construction joint parallel with deck"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 2,
      "note": "3/4\" triangular drip bead, full length of bridge, typical at each fascia edge"
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7 3/4",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8",
      "unit": "in",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4",
      "unit": "in",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 1/8",
      "unit": "in",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Overall width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "half-width dimension shown at top right"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Right side width",
      "value": "14'-2 1/2\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Width dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck (between beam 1 and beam 6 approx)"
    },
    {
      "label": "Right lane dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Overhang edge width",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "edge overhang, both sides"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "edge, both sides"
    },
    {
      "label": "Minimum shoulder/lane width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "MIN. TYP. dimension"
    },
    {
      "label": "Edge thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "left edge curb"
    },
    {
      "label": "Edge thickness",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "right edge curb"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam 1-2, 2-3, 3-4, 4-5, 5-6 spacing, each"
    },
    {
      "label": "End overhang beam to edge",
      "value": "3'-0 1/2\"",
      "unit": "",
      "appliesTo": "left and right end overhangs"
    },
    {
      "label": "500A spacing",
      "value": "6 1/2",
      "unit": "in",
      "appliesTo": "500A bars"
    },
    {
      "label": "502 spacing",
      "value": "",
      "unit": "",
      "appliesTo": "502 bars, at every 500A"
    },
    {
      "label": "30-400A spacing note",
      "value": "30",
      "unit": "count",
      "appliesTo": "400A bars, spaced as shown"
    },
    {
      "label": "6-400A at equal spaces",
      "value": "6",
      "unit": "count",
      "appliesTo": "400A bars near edges"
    },
    {
      "label": "14-400A at equal spaces",
      "value": "14",
      "unit": "count",
      "appliesTo": "400A bars mid-span"
    },
    {
      "label": "Clear cover top",
      "value": "2 1/4\"",
      "unit": "in",
      "appliesTo": "top clear cover, CL."
    },
    {
      "label": "Clear cover bottom",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "bottom clear cover, CL."
    },
    {
      "label": "Side clear spacing typ",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "typical spacing between bar groups"
    },
    {
      "label": "Edge vertical dimension",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "left and right edge vertical dim"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Diaphragm bar spacing offset",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A bar group offset, both sides"
    },
    {
      "label": "403A bar count",
      "value": "7",
      "unit": "count",
      "appliesTo": "403A bars at equal spaces"
    },
    {
      "label": "402A bar count",
      "value": "4",
      "unit": "count",
      "appliesTo": "402A bars"
    },
    {
      "label": "507A bar count",
      "value": "2",
      "unit": "count",
      "appliesTo": "507A bars"
    },
    {
      "label": "Plain bar diameter",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "plain bar in diaphragm"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab, both sections"
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6"
  ],
  "description": "This crop contains two bridge deck cross sections: a 'SECTION THRU SLAB' showing six precast beams supporting a cast-in-place concrete deck slab with cross slope, overhangs, edge curbs, and detailed reinforcement (400A, 500A, 501, 502) with clear cover callouts and beam spacing dimensions; and a 'SECTION THRU DIAPHRAGM' below it showing intermediate diaphragms between the same six beams with reinforcement (403A, 402A, 507A) and a 1\" diameter plain bar. Together these document the deck slab thickness, camber/build-up dimension \"D\" for interior/exterior beams, overall deck geometry, and diaphragm reinforcement layout for this bridge span."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "2-800",
      "shape": "rectangular, cross-slope",
      "material": "reinforced concrete",
      "count": 1,
      "note": "labeled 2-800, cross slope 2% shown"
    },
    {
      "name": "Girder/Beam",
      "tag": "I-509",
      "shape": "I-section, tapered web",
      "material": "precast concrete",
      "count": 1,
      "note": "one of series of beams shown in section"
    },
    {
      "name": "Girder/Beam",
      "tag": "I-508",
      "shape": "I-section, tapered web",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder/Beam",
      "tag": "I-802",
      "shape": "I-section, tapered web",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder/Beam",
      "tag": "I-801",
      "shape": "I-section, tapered web",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam (unlabeled additional)",
      "tag": "",
      "shape": "I-section, tapered web",
      "material": "precast concrete",
      "count": 3,
      "note": "additional beams visible in section without individual callouts"
    },
    {
      "name": "Barrier/Parapet",
      "tag": "",
      "shape": "tapered vertical element",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one at each edge of deck"
    },
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular strip along deck edge",
      "material": "concrete",
      "count": 2,
      "note": "poured flush with outside face of beam per callout"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "not shown",
      "material": "",
      "count": 0,
      "note": "noted as 'Fence not shown, typ.' - not depicted in this view"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 0,
      "note": "noted as 'Bearing pads not shown'"
    }
  ],
  "measurements": [
    {
      "label": "Deck thickness",
      "value": "8",
      "unit": "in",
      "appliesTo": "deck slab (typ.)"
    },
    {
      "label": "Beam spacing",
      "value": "8-404",
      "unit": "",
      "appliesTo": "beam spacing dimension, at equal spaces"
    },
    {
      "label": "Edge offset",
      "value": "2",
      "unit": "in",
      "appliesTo": "edge dimension left of spacing group"
    },
    {
      "label": "Edge offset",
      "value": "2",
      "unit": "in",
      "appliesTo": "edge dimension right of spacing group"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck cross slope"
    }
  ],
  "notes": [
    "SR 21 WB = PGL",
    "8-404 AT EQUAL SPACES",
    "8\", TYP.",
    "2%",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "FENCE NOT SHOWN, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "I-509",
    "I-508",
    "I-802",
    "I-801",
    "2-800",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a cross section through a bridge superstructure showing the deck slab, a series of precast I-shaped beams (tagged I-509, I-508, I-802, I-801) supporting the deck, and concrete parapets/barriers at each edge. It documents beam spacing, deck thickness, cross slope, the highway centerline (SR 21 WB = PGL), and callouts noting that bearing pads and a fence are not shown in this view, along with an edge beam pour detail."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall at left side of deck"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall, inboard of 3'-0\" endwall"
    },
    {
      "name": "Deck slab",
      "tag": "SLAB",
      "shape": "tapered, cross-slope 2%",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Spans full width shown, SR 21 WB = PGL centerline marked"
    },
    {
      "name": "Girder/Beam",
      "tag": "",
      "shape": "bulb-tee / I-section (PSC beam)",
      "material": "precast concrete",
      "count": 5,
      "note": "Repeating beam sections shown under deck slab; rebar marks 900A/900B point to beam tops"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed foam/elastomeric",
      "count": 3,
      "note": "1/2\" preformed joint filler (typ.) and 1\" preformed foam joint filler around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, 1\" gap min."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Fence Elevation and Fence Post Detail, supports fence"
    },
    {
      "name": "End post (fence)",
      "tag": "",
      "shape": "vertical pipe",
      "material": "galvanized/zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pull post (fence)",
      "tag": "",
      "shape": "2 7/8\" dia pipe",
      "material": "zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Fence post (typical vertical)",
      "tag": "",
      "shape": "2 7/8\" dia pipe, curved top 45°",
      "material": "zinc coated steel",
      "count": null,
      "note": "Post spaced per Fence Notes 6, curved top detail with 2'-6\" R"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal 1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": "At end or pull post"
    },
    {
      "name": "Chain link fence fabric",
      "tag": "",
      "shape": "woven mesh",
      "material": "zinc coated steel, 9 gage",
      "count": 1,
      "note": "Security fence, 2 inch mesh"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in barrier"
    },
    {
      "name": "End bent cap/section",
      "tag": "END BENT 1",
      "shape": "as detailed in Section at Endwall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900A",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900A called out at girder top"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900B",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900B called out at girder tops, two locations"
    },
    {
      "name": "Reinforcement bar",
      "tag": "401",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-401 shown in Section at Endwall; series not shown in main section per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "2-504A AT END"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "8-504B AT 12\"± BETWEEN BEAMS"
    },
    {
      "name": "Reinforcement bar",
      "tag": "505",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "1-505 shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "506B AT 18\"± ALT. TO GIVE 9\" SP."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as 'BEARING NOT S[HOWN]' - not depicted, text partial/cut off"
    },
    {
      "name": "Slab reinforcement",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Noted as not shown in Section at Endwall"
    }
  ],
  "measurements": [
    {
      "label": "Overhang width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, main span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right side"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right edge"
    },
    {
      "label": "Barrier height at right",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall right barrier"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Gap min.",
      "value": "1",
      "unit": "in",
      "appliesTo": "Construction joint at deck"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Preformed joint filler, typical"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "Preformed foam joint filler around pad"
    },
    {
      "label": "Post spacing max",
      "value": "12",
      "unit": "in",
      "appliesTo": "Tension bar bands O.C. max"
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8",
      "unit": "in",
      "appliesTo": "Tension bar/truss bracing pipe, zinc coated"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Fence pipe, typical"
    },
    {
      "label": "Pull post width",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Pull post diameter"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence elevation, base dimension"
    },
    {
      "label": "Offset",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Offset dimension in fence elevation"
    },
    {
      "label": "Fence height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Fence height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Total height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail total"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Zinc coated fence height"
    },
    {
      "label": "Base height",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail base"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail barrier"
    },
    {
      "label": "Curve radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail curved top, R"
    },
    {
      "label": "Angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "Fence Post Detail curved top"
    },
    {
      "label": "Offset dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4",
      "unit": "in",
      "appliesTo": "Pipe sleeve, std wt"
    },
    {
      "label": "Section at Endwall width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall top dimension"
    },
    {
      "label": "Section at Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Section at Endwall width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "Section at Endwall, R"
    },
    {
      "label": "Clear cover",
      "value": "3 1/2",
      "unit": "in min",
      "appliesTo": "Section at Endwall min. clearance"
    },
    {
      "label": "Depth",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section at Endwall reinforcement clearance"
    },
    {
      "label": "Spacing",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall dimension near 506A"
    },
    {
      "label": "Bar spacing",
      "value": "18\"±",
      "unit": "in",
      "appliesTo": "506B bar spacing"
    },
    {
      "label": "Alt spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alternate spacing"
    },
    {
      "label": "Bar spacing",
      "value": "12\"±",
      "unit": "in",
      "appliesTo": "504B bar spacing between beams"
    },
    {
      "label": "Post fastening interval max",
      "value": "14",
      "unit": "in",
      "appliesTo": "Fence fabric fastening (Fence Note 5)"
    },
    {
      "label": "Post spacing min",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing minimum (Fence Note 6)"
    },
    {
      "label": "Post spacing max",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing maximum (Fence Note 6)"
    },
    {
      "label": "Post distance from joint",
      "value": "1'-0\"",
      "unit": "ft-in min",
      "appliesTo": "Fence post minimum distance from barrier joints (Fence Note 6)"
    }
  ],
  "notes": [
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SR 21 WB = PGL",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "2 7/8\" PULL POST",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "2 7/8\" DIA. PIPE"
  ],
  "description": "This sheet contains four related details for a bridge structure: a full-width Section Thru Endwall showing the deck cross-slope, precast beams, endwalls and joint fillers with rebar callouts 900A/900B; a Fence Elevation and Fence Post Detail showing chain link security fence construction with tension bars, truss bracing, and post dimensions atop a concrete barrier; and a Section at Endwall (End Bent 1, similar at End Bent 4) showing end bent reinforcement details (bars 900, 401, 504A, 504B, 506A, 506B, 505) with bearing area and waterproofing notes. It documents deck cross-section geometry, endwall/joint details, security fence construction requirements per Georgia DOT specifications, and end bent reinforcement layout for the barrier and beam seat area."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier (bridge parapet/traffic barrier)",
      "tag": "",
      "shape": "tapered, sloped-face rectangular section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section of concrete barrier showing vertical/sloped face profile"
    },
    {
      "name": "Reinforcement bar",
      "tag": "503A",
      "shape": "bent/vertical bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "Vertical bars at 14\" spacing, tapers to 0\" at end post"
    },
    {
      "name": "Reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "Placed at each 503A, lapped with 503A minimum 2'-2\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "bar (dots shown, horizontal/longitudinal)",
      "material": "reinforcement steel",
      "count": 12,
      "note": "12-502 in barrier, see deck plan for letter designation"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "concrete (formed detail)",
      "count": 1,
      "note": "3/4\" triangular drip bead, full length of bridge, both sides"
    },
    {
      "name": "Fence (not shown)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced but not depicted in this detail, typical"
    }
  ],
  "measurements": [
    {
      "label": "Lap length",
      "value": "2'-2\"",
      "unit": "ft-in",
      "appliesTo": "503A and 503B bars"
    },
    {
      "label": "Top width",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier top"
    },
    {
      "label": "Offset to inner edge",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Barrier top, tapers to 0\" at end post"
    },
    {
      "label": "Width segment",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier top"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "Barrier top edge"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "Barrier top, near fence callout"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Barrier overall height"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Two sides of barrier"
    },
    {
      "label": "Bar spacing",
      "value": "14\"",
      "unit": "in",
      "appliesTo": "503A bars"
    },
    {
      "label": "Base width",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "Barrier base edge"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "Triangular drip bead"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing scale"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "*TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a cross-sectional detail of a bridge traffic barrier (parapet) titled 'Barrier Detail,' drawn at 3/4\"=1'-0\" scale. It depicts the tapered concrete barrier profile with dimensions for width, height, and cover, along with reinforcement bar callouts (503A, 503B, and 12-502 bars) and construction notes regarding bar lap length, taper at end post, and a triangular drip bead along the barrier base."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Larger endwall shown at left of section thru endwall"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Smaller endwall shown at right side of deck"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder",
      "material": "structural steel or precast concrete",
      "count": 6,
      "note": "Repeated girder sections shown in Section Thru Endwall"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900B",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Located at each endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Located mid-span area of section"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed elastomeric material",
      "count": 3,
      "note": "1/2\" and 1\" thicknesses noted at joints and around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Fence Elevation and Fence Post Detail atop slab"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "chain link with pipe posts",
      "material": "zinc coated steel",
      "count": 1,
      "note": "9 gage chain link security fence per notes"
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "pipe, curved top",
      "material": "zinc coated steel",
      "count": 1,
      "note": "2 7/8\" dia. pipe pull post with truss bracing"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in parapet"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "linear",
      "material": "zinc coated steel",
      "count": 1,
      "note": "Tension bar bands at 12\" o.c. max."
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal",
      "material": "zinc coated steel",
      "count": 1,
      "note": "At end or pull post"
    },
    {
      "name": "End Bent",
      "tag": "END BENT 1 / END BENT 4",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at Endwall shows End Bent 1; End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "1-505",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Shown in Section at Endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 18\" spacing, alt. to give 9\" sp."
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "8-504B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 12\"± between beams"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-504A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At end of beam (text cut off)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-401",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled 'BEARING NOT SH[OWN]', partially cut off"
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "per Section 530 Georgia DOT Specifications",
      "count": null,
      "note": "Callout only, not detailed as an item"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "gap at left edge of section"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "left endwall region"
    },
    {
      "label": "Length",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck section thru endwall span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "right side of deck near endwall"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "right edge of section"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "right endwall parapet height"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck cross slope"
    },
    {
      "label": "Gap",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "required construction joint gap, min."
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "preformed joint filler, typ."
    },
    {
      "label": "Joint filler thickness",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "preformed foam joint filler around pad"
    },
    {
      "label": "Endwall height",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "3'-0\" ENDWALL"
    },
    {
      "label": "Endwall height",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "1'-6\" ENDWALL"
    },
    {
      "label": "Fence fabric interval",
      "value": "14",
      "unit": "in",
      "appliesTo": "fence fastening interval, max"
    },
    {
      "label": "Post spacing minimum",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, min."
    },
    {
      "label": "Post spacing maximum",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, max."
    },
    {
      "label": "Post offset from joint",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts min from barrier joints"
    },
    {
      "label": "Tension bar band spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "tension bar bands o.c. max."
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "pipe, zinc coated (fence)"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "pipe, typ. (fence posts)"
    },
    {
      "label": "Offset",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "offset dimension in fence elevation"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "end post/const joint spacing"
    },
    {
      "label": "Radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "fence post curve radius"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "degrees",
      "appliesTo": "fence post bend angle"
    },
    {
      "label": "Dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "fence post height"
    },
    {
      "label": "Height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "overall fence post detail height"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail lower dimension"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "barrier in fence post detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "pipe sleeve, std wt."
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "CL. 3 SIDES, section at endwall"
    },
    {
      "label": "Minimum clearance",
      "value": "3 1/2\"",
      "unit": "in",
      "appliesTo": "506B min. clearance"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall top dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall lower dimension"
    },
    {
      "label": "Spacing",
      "value": "18\"",
      "unit": "in",
      "appliesTo": "506B rebar spacing, approx."
    },
    {
      "label": "Spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alt. spacing to give"
    },
    {
      "label": "Spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "8-504B spacing between beams, approx."
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "corner radius, section at endwall"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Fence Elevation, Fence Post Detail, Section at Endwall"
    }
  ],
  "notes": [
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR"
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "SR 21 WB = PGL",
    "FENCE ELEVATION",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "BARRIER",
    "SLAB",
    "END POST",
    "CONST. JOINT",
    "TENSION BAR ZINC COATED",
    "ZINC COATED FENCE",
    "POST VERT. ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "2 7/8\" PULL POST",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "BEARING NOT SH[OWN]"
  ],
  "description": "This crop contains multiple bridge structural details: a full-width cross section thru an endwall showing girders, deck slab, endwall heights, and joint fillers with rebar marks (4-900A/B); a set of fence notes governing chain link security fence construction; a fence elevation and fence post detail showing pipe post dimensions and bracing; and a section at the endwall (End Bent 1/4) showing reinforcement bars, bearing area (not shown), and waterproofing callout. The sheet appears to document both superstructure endwall/deck geometry and appurtenant fence/security barrier details for a bridge, likely along SR 21."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Traffic barrier (parapet)",
      "tag": "",
      "shape": "tapered/trapezoidal cross-section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section of a bridge barrier/parapet with reinforcing bars shown; end post tapers to 0\""
    },
    {
      "name": "Vertical reinforcement bar",
      "tag": "503A",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Spaced at 14\" o.c., laps with 503B a minimum of 2'-2\""
    },
    {
      "name": "Horizontal/tie reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "One at each 503A"
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 12,
      "note": "12-502 bars in barrier; see deck plan for letter designation"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "concrete (formed)",
      "count": 1,
      "note": "3/4\" triangular drip bead, full length of bridge, both sides"
    },
    {
      "name": "Fence (post)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown in this detail, typical callout only"
    }
  ],
  "measurements": [
    {
      "label": "Lap length",
      "value": "2'-2\"",
      "unit": "ft-in",
      "appliesTo": "503A and 503B bars"
    },
    {
      "label": "Top width",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "barrier top"
    },
    {
      "label": "Sub-width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "tapered portion at end post"
    },
    {
      "label": "Sub-width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "barrier top segment"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "barrier top reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "barrier face reinforcement"
    },
    {
      "label": "Clear cover, two sides",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "503A/503B bars"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "barrier"
    },
    {
      "label": "Base thickness",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "barrier base / drip bead offset"
    },
    {
      "label": "Bar spacing",
      "value": "14\"",
      "unit": "in",
      "appliesTo": "503A"
    },
    {
      "label": "Bar count",
      "value": "12",
      "unit": "",
      "appliesTo": "502 bars in barrier"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Detail drawing"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "*TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "¾\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop is a cross-sectional detail of a bridge concrete traffic barrier (parapet), showing its tapered profile, height, and reinforcing bar layout (503A, 503B, and 502 bars) with associated cover dimensions and spacing. Notes call out bar lap lengths, taper at the end post, cover requirements, a drip bead detail, and a reference to the deck plan for bar letter designations; fence is noted as not shown. The drawing is titled 'BARRIER DETAIL' at a scale of 3/4\" = 1'-0\"."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "I-508",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled beam among the row of bulb-tee/I-shaped beams"
    },
    {
      "name": "PSC beam",
      "tag": "I-509",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "I-801",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "lower flange callout, likely same girder line as I-509"
    },
    {
      "name": "PSC beam",
      "tag": "I-802",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "lower flange callout, likely same girder line as I-508"
    },
    {
      "name": "beam/deck edge element",
      "tag": "2-800",
      "shape": "tapered/edge",
      "material": "concrete",
      "count": 1,
      "note": "labeled at deck edge near fence"
    },
    {
      "name": "PSC beam (unlabeled)",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 3,
      "note": "three additional similar beams shown without individual callouts, part of the beam line at equal spacing 8-404"
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered/sloped",
      "material": "reinforced concrete",
      "count": 1,
      "note": "deck poured over beams with 2% slope shown"
    },
    {
      "name": "edge beam / barrier curb",
      "tag": "",
      "shape": "tapered upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "end upstands at left and right edges, one noted with fence detail"
    },
    {
      "name": "bearing pad (not shown)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "explicitly noted as not shown in this section"
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 0,
      "note": "noted as not shown, typical, only callout arrow present"
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2",
      "unit": "in",
      "appliesTo": "left side of beam spacing group"
    },
    {
      "label": "edge distance",
      "value": "2",
      "unit": "in",
      "appliesTo": "right side of beam spacing group"
    },
    {
      "label": "beam spacing dimension",
      "value": "8-404",
      "unit": "",
      "appliesTo": "beam spacing group, at equal spaces"
    },
    {
      "label": "cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck surface"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "8-404 AT EQUAL SPACES"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL",
    "I-508",
    "I-509",
    "I-801",
    "I-802",
    "2-800"
  ],
  "description": "This crop is a cross-section titled 'SECTION THRU EDGE BEAM' showing a transverse slice through a bridge superstructure at the edge beam location, with a row of precast concrete I-shaped/bulb-tee beams supporting a sloped deck slab (2% cross slope) and edge upstand/curb elements at each end. Beam spacing is dimensioned as '8-404 AT EQUAL SPACES' with 2-inch edge offsets, and individual beam and flange callouts (I-508, I-509, I-801, I-802, 2-800) identify specific structural pieces, while notes address bearing pad omission, edge beam form removal timing, and an unshown fence at the right edge."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "I-508",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled beam in girder line"
    },
    {
      "name": "PSC beam",
      "tag": "I-509",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled beam in girder line"
    },
    {
      "name": "PSC beam",
      "tag": "I-802",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled beam in girder line"
    },
    {
      "name": "PSC beam",
      "tag": "I-801",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "labeled beam in girder line"
    },
    {
      "name": "beam / girder",
      "tag": "2-800",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "edge beam location, near fence side"
    },
    {
      "name": "PSC beam (unlabeled)",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 3,
      "note": "additional I-shaped beams shown without individual callouts, part of the same girder line"
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered/sloped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "deck poured over beams with 2% cross slope"
    },
    {
      "name": "edge beam / barrier curb",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "poured flush with outside face of beam at each end"
    },
    {
      "name": "parapet/fence post support",
      "tag": "",
      "shape": "tapered vertical element",
      "material": "reinforced concrete",
      "count": 2,
      "note": "support at deck edge, fence not shown per note"
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "noted as not shown in this section"
    }
  ],
  "measurements": [
    {
      "label": "edge clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "beam spacing layout, left side"
    },
    {
      "label": "edge clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "beam spacing layout, right side"
    },
    {
      "label": "beam spacing",
      "value": "8-404",
      "unit": "",
      "appliesTo": "AT EQUAL SPACES, beam spacing dimension"
    },
    {
      "label": "cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slope direction shown by arrow"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL",
    "I-508",
    "I-509",
    "I-802",
    "I-801",
    "2-800"
  ],
  "description": "This crop is a cross section labeled 'SECTION THRU EDGE BEAM' showing a transverse cut through a bridge superstructure with a series of precast I-shaped beams supporting a sloped deck slab, tagged individually as I-508, I-509, I-802, I-801, and 2-800. Dimensions call out 2-inch edge clearances and an '8-404' equal beam spacing, along with a 2% cross slope referenced to the SR 21 WB profile grade line (PGL). Notes address edge beam pour requirements, formwork removal timing tied to concrete strength, omission of bearing pads and fence from the drawing, and a tapered parapet/fence support element at the deck edge."
}