Steel H-pile

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "1 (B.F.P.R. BENT 1)",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Also shown as BENT 1L/1R centerline reference in plan; expansion bearing per elevation"
    },
    {
      "name": "Bent",
      "tag": "2 (BENT 2L/2R)",
      "shape": "tapered/skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Fixed bearing per elevation; pile bent shown in elevation with visible pile group"
    },
    {
      "name": "Bent",
      "tag": "3 (BENT 3L/3R)",
      "shape": "tapered/skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Fixed/expansion bearings shown in elevation"
    },
    {
      "name": "Bent",
      "tag": "4 (B.F.P.R. BENT 4)",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Expansion bearing per elevation"
    },
    {
      "name": "Wingwall/Retaining Wall",
      "tag": "WALL 1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Front face of Wall 1 shown at both bridges (left and right)"
    },
    {
      "name": "Wingwall/Retaining Wall",
      "tag": "WALL 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Front face of Wall 2 shown at both bridges"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown schematically under Bent 2 and Bent 3 in elevation view"
    },
    {
      "name": "Bearing",
      "tag": "EXP",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearings at Bent 1, Bent 3, Bent 4 (multiple locations) per elevation"
    },
    {
      "name": "Bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearings at Bent 2 per elevation"
    },
    {
      "name": "Chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical, shown atop deck in elevation at two locations"
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as necessary, typical, near end bridge station"
    },
    {
      "name": "Deck/Superstructure",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan with gutter-to-gutter and out-to-out dimensions; PGL Eastbound/Westbound labeled"
    }
  ],
  "measurements": [
    {
      "label": "MIN clearance to existing track",
      "value": "12'-1\"",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad existing track"
    },
    {
      "label": "Distance",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Point of Min. Vert. Clearance"
    },
    {
      "label": "Distance",
      "value": "75'-10 5/16\"",
      "unit": "",
      "appliesTo": "Future Point of Min. Vert. Clearance"
    },
    {
      "label": "Bearing angle",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Future Access Road alignment"
    },
    {
      "label": "Offset",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Point of Min. Vert. Clearance offsets (multiple)"
    },
    {
      "label": "Offset",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Point/Future Point of Min. Vert. Clearance offsets (multiple)"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck (Bent 2L/2R area)"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Distance",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Bent 3L/3R region"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent skew, typical, multiple bents"
    },
    {
      "label": "Station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "Ç SR 21"
    },
    {
      "label": "Station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "Ç Central of Georgia Railroad Company"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "PT#3"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge"
    },
    {
      "label": "Bearing angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "Ç SR 21"
    },
    {
      "label": "Distance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "unlabeled dimension near Bent 3 area"
    },
    {
      "label": "Distance",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "unlabeled dimension (two instances) near Min Horiz Cl callout"
    },
    {
      "label": "Min. Horiz. Cl.",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "calculated to face of column"
    },
    {
      "label": "Min. Horiz. Cl.",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "calculated to face of column"
    },
    {
      "label": "MIN clearance",
      "value": "14'-1\"",
      "unit": "",
      "appliesTo": "unlabeled feature near Wall 2"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge overall"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "End spans (Bent1-2 and Bent3-4)"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Middle span (Bent2-3)"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "Typical elevation callout near bent piles"
    }
  ],
  "notes": [
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "RR R/W",
    "FRONT FACE OF WALL 1",
    "FRONT FACE OF WALL 2",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "RRMP D-0080.54",
    "CHAIN LINK WIRE FENCE, TYP.",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE",
    "EXP.",
    "FIX"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "Ç FUTURE ACCESS ROAD",
    "Ç FUTURE TRACK",
    "Ç CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "Ç EXISTING TRACK",
    "Ç SR 21",
    "Ç BENT 2L",
    "Ç BENT 3L",
    "Ç BENT 2R",
    "Ç BENT 3R",
    "B.F.P.R. BENT 1L",
    "B.F.P.R. BENT 1R",
    "B.F.P.R. BENT 4L",
    "B.F.P.R. BENT 4R",
    "BENT 2",
    "BENT 3",
    "B.F.P.R. BENT 1",
    "B.F.P.R. BENT 4",
    "N."
  ],
  "description": "This crop presents a combined Plan and partial Elevation of a twin bridge structure (Left Bridge and Right Bridge) crossing a railroad and future access road at a skewed angle, with Bents 1 through 4 identified. The plan shows deck geometry, clearance envelopes (point of minimum vertical clearance, existing and future), stationing along SR 21 and the railroad centerline, and horizontal/vertical clearance callouts; the elevation below shows bent locations, bearing types (EXP/FIX), pile schematics at Bents 2 and 3, fencing, and groundline references. A partial schedule table and general notes referenced elsewhere on the sheet govern clearance minimums and station/elevation measurement conventions but are not reproduced here."
}

{
  "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": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4, referenced in note text only"
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [],
  "description": "This crop is a single construction note block, likely from a bridge foundation sheet, instructing on pile protection at Bents 1 and 4 against negative skin friction caused by fill settlement when mechanically stabilized earth (MSE) walls are used, referencing Georgia DOT Section 551, and specifying pile driving sequence relative to wall leveling pad construction. No graphical elements or dimensions are present in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "End bent and intermediate bent piling referenced regarding special protective coating extents"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as also requiring special protective coating"
    },
    {
      "name": "bent cap / pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Reference point for coating extent on intermediate bent piling"
    }
  ],
  "measurements": [
    {
      "label": "Coating extent below ground - end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling"
    },
    {
      "label": "Coating extent below ground - intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling"
    }
  ],
  "notes": [
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.",
    "EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.",
    "EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the application of special protective coating (No. 2P) to piles and swaybracing per Georgia DOT specifications, including the vertical extents of coating required for end bent and intermediate bent piling. No drawn objects, dimensions, or graphic elements are present, only text notes."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4, referenced in note text regarding negative skin friction protection"
    },
    {
      "name": "bent",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as location where piles are driven"
    },
    {
      "name": "bent",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as location where piles are driven"
    },
    {
      "name": "mechanically stabilized earth wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with pile protection from negative skin friction"
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [],
  "description": "This crop contains a single construction note addressing fill settlement and pile protection requirements at Bents 1 and 4, referencing Georgia DOT Specification Section 551 for mechanically stabilized earth wall interaction with piles. It instructs that piles at end bents be driven before wall leveling pads are constructed. No drawn objects, dimensions, or graphical elements are present in this crop, only text."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding protective coating; end bent and intermediate bent piling"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as receiving special protective coating along with piles"
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as 'cap' from which coating extent is measured"
    },
    {
      "name": "pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as alternate reference point for coating extent"
    }
  ],
  "measurements": [
    {
      "label": "Coating extension",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling - below ground"
    },
    {
      "label": "Coating extension",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling - below ground"
    }
  ],
  "notes": [
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.",
    "EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.",
    "EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the special protective coating requirements for piles and swaybracing, referencing Georgia DOT specification sections 520 and 535. It defines the vertical extent of coating application for both end bent and intermediate bent piling relative to ground level and structural elements like the cap or pedestal footing. No graphical elements, dimensions drawings, or schedules are present in this crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier (end)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at each end of structure, elevations EL.189.16/189.23 and EL.188.39/188.45"
    },
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "tapered, rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous longitudinal member spanning between end columns, with stepped top elevations"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete (implied)",
      "count": 6,
      "note": "Vertical members below cap beam, shown with dashed centerlines, spaced at intervals"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-410",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #410, over each pile"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-412",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "2 bars, size #412"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1010",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #1010"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "typical, repeated at multiple locations"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at left end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at right end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "at equal spaces, left and right ends"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at equal spaces, typical each bay"
    }
  ],
  "measurements": [
    {
      "label": "EL.",
      "value": "189.16",
      "unit": "",
      "appliesTo": "left end column top, left side"
    },
    {
      "label": "EL.",
      "value": "189.23",
      "unit": "",
      "appliesTo": "left end column top, right side"
    },
    {
      "label": "EL.",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top near pile 1"
    },
    {
      "label": "EL.",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top near pile 2"
    },
    {
      "label": "EL.",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top near pile 3"
    },
    {
      "label": "EL.",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top near pile 4"
    },
    {
      "label": "EL.",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top near pile 5"
    },
    {
      "label": "EL.",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top near pile 6"
    },
    {
      "label": "EL.",
      "value": "183.75",
      "unit": "",
      "appliesTo": "bottom of cap beam, left end"
    },
    {
      "label": "EL.",
      "value": "182.98",
      "unit": "",
      "appliesTo": "bottom of cap beam, right end"
    },
    {
      "label": "EL.",
      "value": "188.39",
      "unit": "",
      "appliesTo": "right end column top, left side"
    },
    {
      "label": "EL.",
      "value": "188.45",
      "unit": "",
      "appliesTo": "right end column top, right side"
    },
    {
      "label": "Spacing",
      "value": "4-410 OVER EACH PILE",
      "unit": "",
      "appliesTo": "reinforcement over piles"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "spacing between reinforcement, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "in",
      "appliesTo": "typical spacing"
    },
    {
      "label": "Spacing",
      "value": "7-411 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "reinforcement spacing typical each bay"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost span segment"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "span segment (repeated 5 times)"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost span segment"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total length of structure shown"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "right end reinforcement"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "10\", TYP.",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES"
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a continuous concrete cap beam/bent structure supported by end columns and multiple intermediate piles, spanning approximately 44 feet. It documents the reinforcement bar callouts, pile spacing, and top/bottom elevations at each pile and end column, indicating typical structural detailing for a pier or bent cap in a bridge or culvert foundation system."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, slightly stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width of crop, with stepped top elevations shown along its length"
    },
    {
      "name": "Column/pedestal (end, left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.188.03/EL.188.10; sits at left end of cap"
    },
    {
      "name": "Column/pedestal (end, right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.189.00/EL.EL.189.11 (label appears duplicated as printed); sits at right end of cap"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (dashed, hidden)",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown dashed below cap at regular spacing, aligned with vertical stirrup groups"
    },
    {
      "name": "Vertical reinforcement/stirrup group",
      "tag": "2-415A",
      "shape": "rectangular bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Typical, repeated at each pile location per callout '2-415A, TYP.'"
    },
    {
      "name": "Vertical reinforcement group (left end)",
      "tag": "2-415B",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Vertical reinforcement group (right end)",
      "tag": "2-415C",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Top longitudinal reinforcement bar group",
      "tag": "4-410",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Called out 'OVER EACH PILE'"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "4-1010",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Shown along cap beam, pointing to sloped bottom line"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "2-412",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Located near top of cap beam"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "4-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 2,
      "note": "At each end, labeled '4-411 AT EQ. SPACES'"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "7-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Labeled '7-411 AT EQ. SPS. TYP. EA. BAY', located at center bay"
    },
    {
      "name": "Section cut marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section A-A marked at two locations along elevation"
    },
    {
      "name": "Section cut marker",
      "tag": "B",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section B-B marked at two locations along elevation"
    }
  ],
  "measurements": [
    {
      "label": "Top elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap beam top, left area"
    },
    {
      "label": "Top elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Bottom elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Bottom elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Top elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right end column top"
    },
    {
      "label": "Top elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right end column top (printed as EL. EL. 189.11)"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near left end pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near right end pile"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay span (repeated 5 times)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total cap beam length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES",
    "2-415A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop is an elevation view of a reinforced concrete pile cap or bent cap beam supported on multiple piles, with end columns/pedestals at each end. It shows top-of-cap elevations at several points along its stepped/sloped upper surface, bottom elevations at the ends, pile locations (dashed) beneath the cap, and reinforcement bar callouts (2-412, 4-410, 4-1010, 2-415A/B/C, 4-411, 7-411) along with bay spacing dimensions and an overall length of 44'-1 1/16\". Section cut markers A-A and B-B are indicated at two locations along the beam for reference to corresponding cross sections."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Section B-B (with rebar detail) and in Section at End Bent and Wall (labeled CAP)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": "Corner/top bar in cap cross-section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars shown with hooks into corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Longitudinal bars in cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Vertical stirrup/tie bars extending down from cap, series designation"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two piles shown below cap in both sections, broken line indicates continuation"
    },
    {
      "name": "Wingwall/wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical wall element connected to cap via zigzag reinforcement pattern"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Clear cover",
      "value": "2\" MIN.",
      "unit": "in",
      "appliesTo": "top reinforcement clearance"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "cap depth, MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "TYP. dimension within cap"
    },
    {
      "label": "Side clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "left half of cap width, from centerline"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "right half of cap width, from centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "overall dimension from B.F.P.R. to wall in end bent section"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "CAP depth in end bent section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "B.F.P.R."
  ],
  "description": "This crop shows two related structural sections: Section B-B, a detailed cross-section of a reinforced concrete cap/beam with rebar callouts (411, 2-412, 4-1010, 2-415 series) and clearance dimensions, and Section at End Bent and Wall, showing the same cap element in relation to an adjoining wall with coping, illustrating the connection geometry between an end bent cap and a wingwall/retaining wall. Both sections include piles shown schematically below the cap and are drawn at 3/4\" = 1'-0\" scale."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, referenced in general notes; not depicted graphically in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "Bent 1L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "Bent 1R piles"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 1 LT."
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 1 RT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 1 LT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 1 RT."
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing (unless otherwise noted)"
    },
    {
      "label": "Bridge Sheet",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": "Sheet numbering"
    },
    {
      "label": "Drawing No.",
      "value": "35-0013",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Date",
      "value": "MAY 2025",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201 ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.1937I ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the title block and general notes/quantities panel for Bridge Sheet 13 of 21, covering End Bent 1 of a bridge on SR 21 over NS #620272Y in Jenkins County, Georgia. It includes pile design notes (H-pile HP12x53, load and driving criteria), a substructure quantities table for Bent 1 LT. and RT. (concrete and reinforcing steel), and standard GDOT title block information including project number, engineer seal, drawing number, scale, and sheet designations. No structural elements are graphically depicted; this is administrative/tabular sheet content."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap / pile cap beam",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width shown, with stepped top elevations along its length"
    },
    {
      "name": "end column/pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical elements at each end of the cap beam, taller than the cap, with top elevations EL.189.16/189.23 (left) and EL.188.39/188.45 (right)"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown below cap beam with dashed centerlines, spaced at 7'-7 1/16\" typical intervals, each with 10\" TYP. dimension at top"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-412",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near center of cap beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Labeled TYP., appears at multiple pile locations"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At left end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At right end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-410",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-410 OVER EACH PILE'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-411 AT EQ. SPACES' at both left and right ends"
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '7-411 AT EQ. SPS. TYP. EA. BAY' at center bay"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1010",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near second pile from left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.16",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "189.23",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top, near left"
    },
    {
      "label": "Elevation",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top, center"
    },
    {
      "label": "Elevation",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top, near right"
    },
    {
      "label": "Elevation",
      "value": "183.75",
      "unit": "",
      "appliesTo": "cap beam bottom/left end"
    },
    {
      "label": "Elevation",
      "value": "182.98",
      "unit": "",
      "appliesTo": "cap beam bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Horizontal spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "left end to first pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile spacing, repeated 5 times"
    },
    {
      "label": "Horizontal spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "last pile to right end"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Pile top offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile top dimension, typical"
    },
    {
      "label": "Bar count over pile",
      "value": "4-410",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "Bar count at ends",
      "value": "4-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, both ends"
    },
    {
      "label": "Bar count center bay",
      "value": "7-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, typical each bay"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a bent/pile cap beam supported on six piles, flanked by two taller end columns. The drawing records top-of-cap and column elevations at multiple points along the beam, pile spacing dimensions (7'-7 1/16\" typical, with end offsets of 2'-10 1/8\" and 3'-3 5/8\", totaling 44'-1 1/16\"), and reinforcing bar callouts (2-412, 2-415A/B/C, 4-410, 4-411, 7-411, 4-1010) for the cap beam and pile-cap connections. Section cut markers A and B are indicated at two locations along the cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap / pile cap",
      "tag": "",
      "shape": "rectangular, haunched/stepped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap beam spanning between end columns, top elevation steps down then up across its length, supported on piles"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap, with top elevations EL.188.03/188.10 (left) and EL.189.00/189.11 (right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Piles shown with dashed centerlines extending below cap at regular spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out near top of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Called out within cap body"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Typical, repeated along cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, appears at both ends of cap (4-411 AT EQ. SPACES)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "7-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, typical each bay, center of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-410",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap top, near left"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap top, near right"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap bottom/left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, left"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, right"
    },
    {
      "label": "Horizontal dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent/pile cap supported on six piles and terminating in a column/pedestal at each end, with the top of the cap stepped/sloped and a series of spot elevations called out along its length. Reinforcement is identified by bar marks (2-412, 4-1010, 2-415A/B/C, 4-411, 7-411, 4-410) with spacing and quantity notes, and horizontal bay dimensions plus an overall length of 44'-1 1/16\" are given along the bottom. Section cut markers A and B are shown at two locations along the cap, indicating cross sections are referenced elsewhere."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 piles, referenced in notes for Bent 1L and Bent 1R"
    },
    {
      "name": "bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, left; quantities listed in substructure table"
    },
    {
      "name": "bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, right; quantities listed in substructure table"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Pile section",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet number",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Drawing number",
      "value": "35-0013",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Project number",
      "value": "0019181",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the title block for Bridge Sheet 13 of a Georgia DOT bridge project (SR 21 @ NS #620272Y, Jenkins County), including firm information, engineer's seal, drawing metadata, and general notes on pile design and driving criteria. A substructure quantities table gives concrete and reinforcing steel quantities for End Bent 1 (left and right). No plan or section geometry is shown; this is administrative/title-block and notes content."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2",
      "shape": "rectangular, slightly tapered top",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left bent cap shown in full elevation; right bent cap shown partially cropped at right edge of sheet"
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 1 labeled with section cut C"
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 2 shown; additional partial column visible on right side of crop"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular/square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under left bent, another partially under right bent"
    },
    {
      "name": "pile",
      "tag": "HP12X53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in pile connection detail and general notes; not directly drawn in elevation view"
    },
    {
      "name": "reinforcement bar",
      "tag": "620/621",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical column bars, various spacing callouts (14-620 AT 6\" MAX, 9-620 AT 12\" MAX, 7-620 AT 12\" MAX, etc.)"
    },
    {
      "name": "reinforcement bar",
      "tag": "521/522",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Cap top/bottom bars (12-521, 25-521, 14-522 DBL)"
    },
    {
      "name": "reinforcement bar",
      "tag": "1121/1121A/1120 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Column longitudinal/tie bars; note 3 states extend bars 1121A 3'-6\" into cap"
    },
    {
      "name": "reinforcement bar",
      "tag": "420/920",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Footing bars, 12-420 AT EQ.SPS. and 16-920 AT EQ.SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "422",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar 422 not shown per note 2"
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical coupler location noted, see Special Provision 511"
    },
    {
      "name": "pile connection detail",
      "tag": "",
      "shape": "H-section pile with #8 bar hoops",
      "material": "structural steel / reinforced steel",
      "count": 1,
      "note": "Detail showing H-pile with 2\" diameter holes, #8 bar bent at 30°, no scale"
    }
  ],
  "measurements": [
    {
      "label": "Bent cap top elevation",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Cap length",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap top reinforcement spacing"
    },
    {
      "label": "Bar spacing",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Bar spacing",
      "value": "2-520",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap, MIN"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Column tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "column ties, 12-521"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "14-522 DBL bars"
    },
    {
      "label": "Bar spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap bottom bars"
    },
    {
      "label": "Length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap span between columns"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end overhang, both sides"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge clearance"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bar spacing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bar spacing"
    },
    {
      "label": "Column height dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column upper segment"
    },
    {
      "label": "Column height dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top segment"
    },
    {
      "label": "Column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column mid segment, Column 2"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location (second)"
    },
    {
      "label": "Footing elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "footing top, TYP."
    },
    {
      "label": "Footing bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "footing, CL. TYP."
    },
    {
      "label": "Footing size",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing, SQUARE TYP."
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing, TYP."
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "footing edge TYP."
    },
    {
      "label": "Footing bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "Column 1/2"
    },
    {
      "label": "Column bar series",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Right bent cap elevation",
      "value": "186.42",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (BK)"
    },
    {
      "label": "Right bent cap elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (AH)"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.84",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.68",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "right bent column, 12-521"
    },
    {
      "label": "Right bent dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "right bent cap overhang"
    },
    {
      "label": "Right bent bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "right bent column"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail, both sides"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 bar bend"
    },
    {
      "label": "Pile connection dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "Pile connection dimension",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "Pile connection dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail spacing"
    },
    {
      "label": "Bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 bar"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT., Class AA Concrete"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT., Class AA Concrete"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT., Bar Reinf Steel"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT., Bar Reinf Steel"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "ft",
      "appliesTo": "Bent 2L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "ft",
      "appliesTo": "Bent 2R piles"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NOTES:",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "PLAN DRIVING OBJECTIVE",
    "aruna sastry",
    "5/31/2025",
    "11:15:44 AM"
  ],
  "description": "This crop shows an elevation view of Bridge Bent 2 (left looking ahead), including the bent cap, two columns (Column 1 and Column 2), and a square spread footing, fully dimensioned with top-of-cap and bottom-of-cap elevations, reinforcement bar marks and spacing, and construction joint/coupler notes. A partial view of a second bent (right side) is also visible at the right edge of the sheet. The sheet also includes a Pile Connection Detail (H-pile with #8 bar hoop, no scale) and a Substructure Quantities table listing concrete and reinforcing steel quantities for Bent 2 Left and Right, along with pile design/driving criteria notes."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation looking ahead; second partial bent cap (Bent 2 Right area) visible at far right edge of crop"
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions"
    },
    {
      "name": "Pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H-piles, shown in Pile Connection Detail"
    },
    {
      "name": "Pile connection detail bar",
      "tag": "#8 BAR",
      "shape": "angled bar with holes",
      "material": "steel",
      "count": null,
      "note": "Detail showing 15° angle bars into pile with 2\" diameter holes"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "1122",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1122 bars called out"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "520",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2-520 bars called out"
    },
    {
      "name": "Reinforcement bar - cap bottom",
      "tag": "1123",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1123 bars called out"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "521",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-521 and 25-521 spacing groups shown"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "522",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "14-522 DBL groups shown at 5\" spacing"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1121 / 1121A series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1121 SERIES; extend 1121A bars 3'-6\" into cap per note 3"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1120 series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1120 SERIES"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "620",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-620, 9-620, 7-620 at varying spacing"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "621",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-621, 9-621, 7-621 at varying spacing"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "420",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "12-420 AT EQ. SPS., noted as bars 422 not shown"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "920",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "16-920 AT EQ. SPS. in two directions"
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per Special Provision 511, located at column"
    }
  ],
  "measurements": [
    {
      "label": "Span between column centers",
      "value": "44-421",
      "unit": "",
      "appliesTo": "cap top bar spacing note, AT EQ. SPS."
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 2"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap soffit right end"
    },
    {
      "label": "Minimum cap edge depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap end, MIN."
    },
    {
      "label": "Bar count/spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Bar count/spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top region"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column region"
    },
    {
      "label": "Bar count/spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "cap stirrups 521"
    },
    {
      "label": "Bar count",
      "value": "12-521",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Bar count/spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "cap stirrups 522"
    },
    {
      "label": "Bar count",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap mid-span stirrups"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap mid-span length"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end segment length"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "cap end offset"
    },
    {
      "label": "Dimension",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column height segment"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "CL., TYP.",
      "appliesTo": "footing reinforcement cover"
    },
    {
      "label": "Elevation footing bottom",
      "value": "151.00",
      "unit": "ft, TYP.",
      "appliesTo": "footing"
    },
    {
      "label": "Bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement, two directions"
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "cover/spacing detail"
    },
    {
      "label": "Dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "footing detail"
    },
    {
      "label": "Dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing plan dimension"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "DIAMETER",
      "appliesTo": "H-pile connection holes"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 Bar detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pile Connection Detail spacing"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles, minimum after driving"
    },
    {
      "label": "Minimum tip elevation Bent 2L",
      "value": "119",
      "unit": "ft",
      "appliesTo": "piles at Bent 2L"
    },
    {
      "label": "Minimum tip elevation Bent 2R",
      "value": "118",
      "unit": "ft",
      "appliesTo": "piles at Bent 2R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 RT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "Bent 2 RT"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "NOTES:",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "COLUMN 1",
    "COLUMN 2"
  ],
  "description": "This crop shows an elevation view of Bent 2 Left (with a partial view of an adjacent bent, likely Bent 2 Right, at the far right edge) for a bridge substructure, looking ahead. It details the bent cap with top-of-cap and bottom-of-cap elevations, two columns with their vertical and tie reinforcement, a spread footing with reinforcement layout and construction joint details, plus a separate H-pile connection detail and a substructure quantities table listing concrete and reinforcing steel totals for Bent 2 Left and Right, along with pile driving criteria notes."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap / column section",
      "tag": "SECTION B-B",
      "shape": "rectangular with stepped top (haunch)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section through cap/column showing reinforcement layout; bar marks 2-520/530, 8-1121/1131, 44-421/431, 522/532, 8-1123/1133"
    },
    {
      "name": "Footing",
      "tag": "FOOTING PLAN - BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing at Bent 3 showing pile locations and column centerline"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown as small cross-hatch symbols labeled C PILE in footing plan, 2 rows of 3"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 1 / SECTION A-A",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-511, 5-414, 511"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 3 / SECTION D-D",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-541, 5-444, 541"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B top width"
    },
    {
      "label": "spacing",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B, from C BENT to C BRNG (each side)"
    },
    {
      "label": "spacing",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B outer dimension"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B inner dimension"
    },
    {
      "label": "height",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION B-B, MIN. height with 5-422 or 5-432 each face"
    },
    {
      "label": "depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "SECTION B-B bottom dimension"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, MIN. CL., TYP."
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, CL., 3 SIDES"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall width"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall depth"
    },
    {
      "label": "spacing",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 edge distance"
    },
    {
      "label": "spacing",
      "value": "5'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 pile spacing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 1 / SECTION A-A overall width"
    },
    {
      "label": "width",
      "value": "5-511",
      "unit": "",
      "appliesTo": "DETAIL 1, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-414",
      "unit": "",
      "appliesTo": "DETAIL 1 / SECTION A-A, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION A-A width"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 3 / SECTION D-D overall width"
    },
    {
      "label": "width",
      "value": "5-541",
      "unit": "",
      "appliesTo": "DETAIL 3, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-444",
      "unit": "",
      "appliesTo": "DETAIL 3 / SECTION D-D, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION D-D width"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "AHEAD (direction arrow in footing plan)"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BRNG.",
    "C BENT",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "5-422 OR 5-432 EACH FACE",
    "522 OR 532",
    "8-1123 OR 8-1133",
    "511",
    "541"
  ],
  "description": "This crop shows structural details for a bent footing/cap (Bent 3), including a cross section (Section B-B) through the bent cap with reinforcement bar marks, a footing plan for Bent 3 showing pile locations and column centerline, and two column/pier elevation-section detail pairs (Detail 1/Section A-A and Detail 3/Section D-D) with reinforcement bar callouts. The drawing documents concrete reinforcement layout and dimensions for the bent cap, footing, and associated column elements at Bent 3 of a bridge substructure."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square footing plan, 11'-6\" x 11'-6\", shown with centerline grid for piles and column"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section (symbol shown as I-shaped mark)",
      "material": "",
      "count": 6,
      "note": "Arranged in two rows of three along the footing, spaced per centerline dimensions; labeled 'C PILE' (centerline of pile)"
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Centerline of column shown running through center of footing, perpendicular to bent line; column itself not drawn in this view"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Edge to pile row (top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "AHEAD",
    "C PILE",
    "C BENT 2",
    "C COLUMN"
  ],
  "description": "This crop shows a plan view of a pile footing for Bent 2, an 11'-6\" square reinforced concrete footing with six piles arranged in two rows of three, spaced at 4'-6\" intervals with 1'-3\" edge distances. Centerlines are shown for the piles, the column, and Bent 2, along with a directional arrow labeled 'AHEAD' indicating orientation. This is a structural foundation detail intended for pile and footing quantity takeoff."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap/column",
      "tag": "",
      "shape": "rectangular with column stem",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section B-B; reinforcement bars 2-520/2-530 (top), 8-1121/8-1131, 44-421/44-431 (vertical each face), 522/532 (ties), 8-1123/8-1133 (bottom)"
    },
    {
      "name": "Footing",
      "tag": "Bent 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "13'-0\" x 13'-0\" footing plan with column centerline shown"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "not detailed in plan (shown as small H-marks)",
      "material": "",
      "count": 6,
      "note": "Piles shown along two rows in Footing Plan - Bent 3, spaced 1'-3\", 5'-3\", 5'-3\", 1'-3\""
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 1 / Section A-A",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-511 and 5-414 each face at equal spaces"
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 3 / Section D-D",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-541 and 5-444 each face at equal spaces"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "Section B-B top width"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - MIN. CL., TYP."
    },
    {
      "label": "Height",
      "value": "4'-0\"",
      "unit": "MIN.",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Bottom segment",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - CL., 3 SIDES"
    },
    {
      "label": "Footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 1 / Section A-A"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-511",
      "unit": "",
      "appliesTo": "Detail 1"
    },
    {
      "label": "Height dimension",
      "value": "5-414",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 3 / Section D-D"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-541",
      "unit": "",
      "appliesTo": "Detail 3"
    },
    {
      "label": "Height dimension",
      "value": "5-444",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "522 OR 532",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BENT",
    "C BRNG.",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "AHEAD"
  ],
  "description": "This crop shows structural reinforcement details for a bridge bent, including Section B-B through the bent cap/column showing longitudinal and tie reinforcement bar callouts, a Footing Plan for Bent 3 with a 13'x13' footing and pile layout (6 piles visible), and two pile or column reinforcement detail/cross-section pairs (Detail 1/Section A-A and Detail 3/Section D-D) showing rebar cage arrangements with spacing callouts. The sheet is part of the structural (bridge substructure) discipline, not 'other' as auto-labeled, and documents reinforcement quantities and bar marks for the bent cap and footing/piles at Bent 3."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap/footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Footing for Bent 2, 11'-6\" x 11'-6\" square plan"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Shown as symbol with centerline; arranged in two rows of three, marked with centerline callout '℄ PILE'"
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline shown, column itself not visible in this crop"
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline (℄ BENT 2) shown; bent structure itself not depicted"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Edge distance (top, left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (top, right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Edge distance (left, top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (left, bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "AHEAD"
  ],
  "description": "This crop is a plan view titled 'FOOTING PLAN - BENT 2', showing the pile cap/footing layout for Bent 2 of a bridge substructure. It depicts a square 11'-6\" x 11'-6\" footing with six piles arranged in two rows of three, along with centerlines for the piles, the column, and Bent 2, and full dimensioning of pile spacing and edge distances."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap spanning between end columns, with stepped top elevations shown; section cuts A-A and B-B taken through it"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at left and right supporting the cap beam, elevations given at top (EL. 188.39/188.45 and EL. 189.36/189.44)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (shown in section as vertical hatched element)",
      "material": "reinforced concrete",
      "count": 5,
      "note": "Piles shown beneath cap at regular spacing, with dashed vertical centerlines; each pile has ties marked 4-440"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Longitudinal bar callout near second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar callout near middle of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A",
      "shape": "straight bar, typical",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical bar in cap, repeated along length"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at left end of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at right end of cap"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "4-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "At equal spaces at each end of cap (left and right ends)"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "7-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical each bay, equal spaces, at middle bay"
    },
    {
      "name": "Tie bar over pile",
      "tag": "4-440",
      "shape": "closed tie",
      "material": "reinforced concrete",
      "count": null,
      "note": "Over each pile, per callout"
    }
  ],
  "measurements": [
    {
      "label": "Elevation top left column outer",
      "value": "188.39",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation top left column inner",
      "value": "188.45",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation cap top at left",
      "value": "185.12",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.32",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.49",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.66",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.82",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at left",
      "value": "182.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at right",
      "value": "183.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation top right column outer",
      "value": "189.44",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Elevation top right column inner",
      "value": "189.36",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (leftmost)"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (rightmost)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal span dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated 5 times)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length dimension",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop shows an elevation view of a reinforced concrete bent/pile cap structure with end columns, spanning approximately 44 feet, supported on five intermediate piles plus two end columns. Elevations are called out along the top and bottom of the cap at multiple points, and reinforcement bar callouts (441, 442, 445A/B/C, 1040) along with tie spacing over piles and at equal spaces define the reinforcing layout. Section cut markers A-A and B-B indicate where corresponding cross sections are taken through the cap."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H piles, referenced in notes for End Bent 4"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile section",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 4 LT."
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 4 RT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 4 LT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 4 RT."
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Bridge sheet",
      "value": "17 OF 21",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Drawing No.",
      "value": "35-0017",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Date",
      "value": "MAY 2025",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "License No.",
      "value": "19371",
      "unit": "",
      "appliesTo": "Professional Engineer Seal"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "END BENT 4",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0017",
    "BRIDGE SHEET 17 OF 21",
    "SUBSTRUCTURE QUANTITIES",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0017.dgn"
  ],
  "description": "This crop shows the title block, engineer's seal, general notes, and a substructure quantities table for End Bent 4 of a bridge on SR 21 over NS railroad in Jenkins County, Georgia. It specifies steel H-pile (HP12x53) design and driving criteria, and lists Class AA concrete and reinforcing steel quantities for Bent 4 left and right. No structural plan or elevation view is included in this crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Horizontal beam spanning between two end columns, top edge stepped with varying elevations"
    },
    {
      "name": "End column / pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical members at each end of the beam, top elevations noted (EL.189.42/189.50 left, EL.188.67/188.71 right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular/square (shown schematically with dashed centerline and X)",
      "material": "not stated",
      "count": 5,
      "note": "Piles shown below cap at regular intervals, spacing dimensions given as 10\" and 7'-7 1/16\" bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near left end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out over second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near mid-span area"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A, TYP.",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar callout near right-center"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near right end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple callouts: '4-441 AT EQ. SPACES' at both ends, '7-441 AT EQ. SPS. TYP. EA. BAY' at center bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout '4-440 OVER EACH PILE' near center-left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "186.04",
      "unit": "",
      "appliesTo": "beam top near left column"
    },
    {
      "label": "Elevation",
      "value": "185.93",
      "unit": "",
      "appliesTo": "beam top, section A location"
    },
    {
      "label": "Elevation",
      "value": "185.80",
      "unit": "",
      "appliesTo": "beam top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.67",
      "unit": "",
      "appliesTo": "beam top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.53",
      "unit": "",
      "appliesTo": "beam top, right of center"
    },
    {
      "label": "Elevation",
      "value": "185.37",
      "unit": "",
      "appliesTo": "beam top near right column"
    },
    {
      "label": "Elevation",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "184.04",
      "unit": "",
      "appliesTo": "beam bottom near left column"
    },
    {
      "label": "Elevation",
      "value": "183.25",
      "unit": "",
      "appliesTo": "beam bottom near right column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile-to-beam edge spacing, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "typical pile spacing"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16",
      "unit": "ft-in",
      "appliesTo": "repeated bay spacing (5 instances shown)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16",
      "unit": "ft-in",
      "appliesTo": "overall beam length"
    },
    {
      "label": "Bar spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bays"
    },
    {
      "label": "Bar spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "center bays"
    },
    {
      "label": "Bar note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent cap (beam) supported on piles between two end columns/piers, with top and bottom elevations noted at multiple points along its length. Reinforcing bar marks (2-445B, 4-1040, 2-442, 2-445A, 2-445C, 4-441, 4-440) and detailed bay/pile spacing dimensions are called out, along with section cut markers A-A and B-B, indicating this documents the geometry and reinforcement layout of a pile-supported cap beam, likely part of a bridge bent or foundation structure."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, elongated with slight camber/breaks along top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning between two end supports, with top elevation call-outs varying slightly along its length"
    },
    {
      "name": "End column/pedestal (left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at left end with elevations EL.188.39/EL.188.45 at top and EL.182.96 at base"
    },
    {
      "name": "End column/pedestal (right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at right end with elevations EL.189.36/EL.189.44 at top and EL.183.96 at base"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/vertical, shown with hatched cross bracing symbol",
      "material": "unspecified (likely concrete or steel)",
      "count": 5,
      "note": "Five intermediate vertical piles shown below cap beam, spaced at repeating intervals, each with a '4-440 OVER EACH PILE' bar callout"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark shown near one pile location"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar mark repeated along cap, labeled TYP."
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near left end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near right end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark called out along cap beam, appears twice"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark 'AT EQ. SPACES' at both ends of cap beam"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark 'AT EQ. SPS. TYP. EA. BAY' at mid-span bay"
    },
    {
      "name": "Section cut markers",
      "tag": "A-A",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled A at top, with corresponding arrow at bottom"
    },
    {
      "name": "Section cut markers",
      "tag": "B-B",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled B at top, with corresponding arrow at bottom"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end column top-left"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end column top-right"
    },
    {
      "label": "Elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "cap beam top, near left column"
    },
    {
      "label": "Elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "cap beam top, first bay"
    },
    {
      "label": "Elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "cap beam top, near mid-pile"
    },
    {
      "label": "Elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "cap beam top, mid-span"
    },
    {
      "label": "Elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "cap beam top, further right"
    },
    {
      "label": "Elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "cap beam top, near right column"
    },
    {
      "label": "Elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end column top-left"
    },
    {
      "label": "Elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end column top-right"
    },
    {
      "label": "Elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near left column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing, TYP., multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near right column"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay length"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay length, repeated (5 times) along cap beam"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay length"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "pile bar callout"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bay bars, both ends"
    },
    {
      "label": "Bar count/spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "mid bay bars"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a concrete pile cap / bent cap beam supported on multiple piles between two end columns, with top-of-cap elevations, bar reinforcement marks (2-442, 2-445A/B/C, 4-1040, 4-441, 7-441), and detailed bay spacing dimensions given in feet-inches along the bottom. Section cut lines A-A and B-B are indicated at two locations along the beam, and the overall length of the structure is dimensioned as 44'-1 1/16\". This likely documents a bent/pile cap elevation for a bridge substructure, showing elevations and reinforcement layout rather than the full structure."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 7-12"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 7-12"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 LEFT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 1-6, no explicit footing tag printed"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 RIGHT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 7-12, no explicit footing tag printed"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel (implied by H symbol)",
      "count": 36,
      "note": "Numbered piles 1-12 repeated across Footings 1-4 and Bent 4 Left/Right beam locations; exact count approximate based on visible symbols"
    },
    {
      "name": "Column/pier shaft",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown atop footing in the 'FOOTING LAYOUT' detail section"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "vertical, driven (section symbol)",
      "material": "unspecified",
      "count": 2,
      "note": "Shown in the small 'FOOTING LAYOUT' cross-section beneath the footing"
    }
  ],
  "measurements": [],
  "notes": [
    "THIS \"AS-BUILT FOUNDATION INFORMATION\" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "FOOTING LAYOUT",
    "BOTTOM OF FOOTING ELEVATION",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "C BENT 3",
    "B.F.P.R. BENT 4",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "3 RIGHT",
    "4 LEFT",
    "4 RIGHT",
    "NOTE:",
    "PROJECT ENGINEER",
    "DATE"
  ],
  "description": "This crop is an As-Built Foundation Information sheet for a bridge, combining plan-view sketches of Bent 3 (Left and Right) and Bent 4 (Left and Right) pile/footing layouts, a small footing cross-section detail labeled 'FOOTING LAYOUT', and two blank pile schedule tables listing pile numbers by footing/beam location with columns for pile tip elevation and bottom-of-footing elevation, to be completed by the project engineer after pile installation. No dimensions or elevation values are filled in; only pile numbering (1-12) and location tags are printed. A signature/date block for the Project Engineer appears at the bottom right along with GDOT title block information (P.I. NO. 0019181)."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan view"
    },
    {
      "name": "Pile",
      "tag": "1",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Pile location marked with 'H' symbol, numbered 1"
    },
    {
      "name": "Pile",
      "tag": "2",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "3",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "4",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "5",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "6",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 2",
    "FOOTING 1",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a pile footing (Footing 1) for a bridge bent, depicted as a rotated rectangle with six H-shaped pile symbols numbered 1 through 6 at its corners and mid-sides. A dash-dot centerline labeled '℄ BENT 2' runs diagonally through piles 2 and 5, indicating the bent centerline alignment relative to the footing. No dimensions or elevations are given in this fragment; it appears to be a pile layout diagram within a footing/bent detail sheet."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed/rotated)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing shown as a rotated rectangle with a centerline running through it"
    },
    {
      "name": "pile",
      "tag": "7,8,9,10,11,12",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three within the footing outline, each labeled with a pile number"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "FOOTING 2",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view of a pile footing labeled FOOTING 2, part of a bent identified as BENT 2 LEFT. It shows a rotated rectangular footing outline containing six H-shaped piles numbered 7 through 12, with a centerline (dashed) passing through the footing and continuing beyond it, and a second dashed line crossing below representing another alignment or centerline."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan with a centerline through it"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three, numbered 1–6, at footing corners/midpoints"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 3",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop is a plan view of a pile footing (labeled FOOTING 3) shown as a skewed rectangle with a centerline running through it. Six H-shaped piles are shown at the corners and mid-sides of the footing, numbered 1 through 6, indicating pile placement layout for the footing. No dimensions or additional notes are given in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed/rotated)",
      "material": "",
      "count": 1,
      "note": "Shown as a rotated square/rectangle with a centerline dashed line through it"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-pile symbols located at points 7,8,9,10,11,12 within the footing outline"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 4",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view fragment showing a single skewed rectangular footing labeled FOOTING 4, with six H-pile locations numbered 7 through 12 marked at the corners and midpoints of the footing outline. A dashed centerline runs through the footing between piles 8 and 11, extending beyond the footing edge at the top of the crop. No dimensions or additional notes are visible in this crop."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Pile",
      "tag": "Bent 1 Left / 1 Right",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Listed by Beam 1-12 with Pile No. 1-12; Pile Tip Elevation column blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; Pile Tip Elevation and Bottom of Footing Elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Right, Footing 3 & 4",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 3 and Footing 4; elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 3 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; elevation columns blank"
    },
    {
      "name": "Footing",
      "tag": "Footing 1",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 2",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Footing",
      "tag": "Footing 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Professional Engineer Seal",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Georgia Registered Professional Engineer stamp, No. 9371, Aruna Sastry"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "1 LEFT",
    "1 RIGHT",
    "2 LEFT",
    "2 RIGHT",
    "3 LEFT",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "FOOTING 1",
    "FOOTING 2",
    "FOOTING 3",
    "FOOTING 4",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "1030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "NO SCALE",
    "MAY 2025",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.9371 ARUNA SASTRY",
    "aruna sastry",
    "5/28/2025 4:53:46 PM",
    "0019181_0018.dgn"
  ],
  "description": "This crop shows four identical-format pile foundation schedules for bridge bents 1 through 3 (Left/Right), listing pile location (by beam or footing number), pile number, pile tip elevation, and bottom of footing elevation columns, all left blank (unfilled) in this as-built sheet. The right side of the crop contains the standard Georgia DOT title block identifying the sheet as 'As-Built Foundation Information' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc., dated May 2025. No actual elevation values or dimensions are printed in the visible tables."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 LEFT plan with 6 piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 LEFT plan with 6 piles numbered 7-12"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 RIGHT plan with 6 piles numbered 1-6; also listed in pile schedule table"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 RIGHT plan with 6 piles numbered 7-12; also listed in pile schedule table"
    },
    {
      "name": "Pile",
      "tag": "1-12 (Bent 3 Left/Right)",
      "shape": "H-section",
      "material": "structural steel",
      "count": 24,
      "note": "H-piles shown at corners/mid of footings 1-4, per bent"
    },
    {
      "name": "Pile",
      "tag": "1-12 (Bent 4 Left/Right)",
      "shape": "",
      "material": "",
      "count": 24,
      "note": "Piles along beam centerlines 1-12, marked with small cross symbols; shape not clearly drawn"
    },
    {
      "name": "Bent cap/Footing",
      "tag": "Bent 4 Left",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elongated skewed footing shown with beam centerlines 1-6"
    },
    {
      "name": "Bent cap/Footing",
      "tag": "Bent 4 Right",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elongated skewed footing shown with beam centerlines 7-12"
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Generic 'FOOTING LAYOUT' detail showing footing in cross-section with two piles and bottom of footing elevation callout"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "dashed/hidden (vertical)",
      "material": "",
      "count": 2,
      "note": "Piles shown in Footing Layout detail below footing"
    }
  ],
  "measurements": [],
  "notes": [
    "THIS \"AS-BUILT FOUNDATION INFORMATION\" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "BENT 3 LEFT",
    "BENT 3 RIGHT",
    "BENT 4 LEFT",
    "BENT 4 RIGHT",
    "FOOTING LAYOUT",
    "BOTTOM OF FOOTING ELEVATION",
    "C BENT 3",
    "B.F.P.R. BENT 4",
    "PILE",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BENT",
    "3 RIGHT",
    "4 LEFT",
    "4 RIGHT",
    "PROJECT ENGINEER",
    "DATE"
  ],
  "description": "This crop shows as-built foundation record plans for Bents 3 and 4 of a bridge, including plan views of individual footings (Footing 1-4) with numbered H-piles, elongated skewed footing plans for Bent 4 aligned with beam centerlines 1-12, and a generic 'Footing Layout' cross-section detail illustrating bottom-of-footing elevation. Two blank data tables are provided for recording pile tip elevations and bottom of footing elevations for Bent 3 (Footings 3 & 4) and Bent 4 (Left & Right) pile locations. A note instructs the project engineer to complete this as-built sheet after pile and footing installation and forward it to GDOT's Bridge Office as a permanent construction record."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown skewed relative to page orientation, with centerline of Bent 2 passing through it"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Piles numbered 1-6, positioned at corners and midpoints of footing, marked with 'H' symbol indicating H-pile section"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "C BENT 2",
    "FOOTING I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a pile footing (Footing 1) with six H-piles arranged in two rows of three, numbered 1 through 6. A dashed centerline labeled 'C BENT 2' runs through the middle pile row, indicating the alignment of Bent 2 relative to the footing. This is a foundation/pile layout detail for a bridge substructure."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed/rotated)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of pile footing, rotated relative to sheet orientation, with a centerline running through it"
    },
    {
      "name": "pile",
      "tag": "7",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "8",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of footing, top edge"
    },
    {
      "name": "pile",
      "tag": "9",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "10",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "11",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of footing, bottom edge"
    },
    {
      "name": "pile",
      "tag": "12",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 2",
    "BENT 2 LEFT"
  ],
  "description": "This crop shows a plan view of a pile footing labeled FOOTING 2, part of a bent identified as BENT 2 LEFT, likely a bridge or structure support element. The footing is rectangular but drawn at an angle (skewed orientation relative to the sheet), with six H-shaped piles numbered 7 through 12 arranged at the corners and midpoints along the footing edges. A dashed centerline passes through pile positions 8 and 11, and a horizontal dash-dot line below may represent a baseline or reference line."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile locations (marked with H symbols) numbered 1-6; a centerline/reference line runs diagonally through the footing near piles 2 and 5."
    },
    {
      "name": "pile",
      "tag": "1-6",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Marked with 'H' symbol, numbered 1 through 6 at footing corners and midpoints."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 3",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a single pile footing labeled 'FOOTING 3', drawn as a rectangular outline rotated slightly from orthogonal, with six pile positions marked by 'H' symbols and numbered 1 through 6. A dashed diagonal reference or centerline crosses through the footing near piles 2 and 5. No dimensions or additional notes are visible in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated square/rectangle in plan with a centerline dashed axis through it"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-shaped piles arranged in two rows of three beneath footing, numbered 7-12"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 4",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view fragment showing a single footing labeled FOOTING 4, drawn as a rotated rectangular shape with a centerline dashed line running through it. Six H-shaped pile locations are marked within the footing outline and numbered 7 through 12, representing the pile layout supporting the footing. No dimensions or additional notes are visible in this crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 48,
      "note": "Pile numbers 1 through 12 repeated in each of four bent tables (1 LEFT/1 RIGHT combined, 2 LEFT, 2 RIGHT, 3 LEFT); tip elevation and bottom-of-footing elevation columns are blank (as-built data not yet filled in)"
    },
    {
      "name": "Bent",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 1 through BEAM 6"
    },
    {
      "name": "Bent",
      "tag": "1 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 7 through BEAM 12"
    },
    {
      "name": "Bent",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 3 (piles 1-6) and FOOTING 4 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Bridge",
      "tag": "SR 21 @ NS #620272Y",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in title block; no structural drawing of the bridge itself in this crop"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201 ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "MAY 2025",
    "NO SCALE",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "aruna sastry",
    "5/28/2025",
    "4:53:46 PM"
  ],
  "description": "This crop shows four identical as-built pile foundation schedule tables for bridge bents 1 LEFT/1 RIGHT, 2 LEFT, 2 RIGHT, and 3 LEFT, each listing pile location (beam or footing designation), pile number 1-12, and blank columns for pile tip elevation and bottom-of-footing elevation to be field-recorded. The right side contains the standard Georgia DOT title block identifying the sheet as 'AS-BUILT FOUNDATION INFORMATION' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc. No plan or elevation view of the bridge itself is included in this crop."
}