GDOT21

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Gr 50; design data lists Grade 50, fᵧ = 50,000 PSI."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment; furnishing and installation cost is referenced."
    },
    {
      "name": "Superstructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete strength and allowable tension refer to beam sheets."
    },
    {
      "name": "Substructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 reinforcement steel is specified."
    },
    {
      "name": "Pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Prestensioning strand stress is specified."
    }
  ],
  "measurements": [
    {
      "label": "Vibration monitoring notice period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f′c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure"
    },
    {
      "label": "Reinforcement steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Reinforcement steel yield strength, fᵧ",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands stress, fₛ′",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Steel H-piles yield strength, fᵧ",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY FOR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED..."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS — AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD — HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE",
    "PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS"
  ],
  "description": "This crop contains continued general bridge construction notes and a design-data block. The notes address pile driving, vibration monitoring, smooth dowel bars, and abutment soil reinforcing device inserts; the design data gives material classes, strengths, loading criteria, and seismic design information."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "Quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity of AASHTO Type III PSC beam spans",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bent / MSE wall abutment"
    },
    {
      "label": "Quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bent"
    },
    {
      "label": "Quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0” AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0” AASHTO TYPE III PSC BEAM SPAN ----------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS -------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3”; W = 1'-1”; H = 3'-6”)",
    "(L = 4'-6”; W = 1'-1”; H = 3'-6”)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "BAR BENDING DETAILS --------------------------- GA. STD. 3901 (8-69)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -------------GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition schedule headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bents, MSE wall abutments, guardrail end-post attachment details, and references to standard details including fence, bar bending, and typical fill at the end of bridge."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "chain link",
      "material": "ZC coat",
      "count": null,
      "note": "Payment item note; extent is not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Wire gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    }
  ],
  "notes": [
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
  ],
  "labels": [],
  "description": "This crop contains a payment note for chain link fence. It specifies the fence pay item as LF CH LK FENCE with ZC coat, 6FT height, and 9 GA wire."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "ALL EXPOSED CONCRETE EDGES"
    }
  ],
  "notes": [
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4″ UNLESS OTHERWISE NOTED."
  ],
  "labels": [],
  "description": "This crop contains a general concrete-finishing note. It requires a 3/4-inch chamfer on all exposed concrete edges unless otherwise noted."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Seismic Performance Zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SD1",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "[partial heading]",
      "value": "HL-93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "[partial heading]",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "f'c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "CLASS AA"
    },
    {
      "label": "fy",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "GRADE 60"
    },
    {
      "label": "f's",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": ""
    },
    {
      "label": "fy",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "GRADE 50"
    }
  ],
  "notes": [
    "[partial] SIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "[partial] LOAD ------------------------------ HL-93",
    "[partial] NCE ------------------------------ 30 LBS PER SQ FT",
    "[partial] TURE ------------------------------ CLASS D, f'c = 4,000 PSI",
    "[partial] R --------------------------------- CLASS D, f'c = 4,000 PSI",
    "[partial] MS ------------------------------- CLASS AAA, f'c = SEE BEAM SHEETS",
    "[partial] M ALLOWABLE TENSION --------------- SEE BEAM SHEETS",
    "[partial] UCTURE ---------------------------- CLASS AA, f'c = 3,500 PSI",
    "---------------------------------------------- GRADE 60, fy = 60,000 PSI",
    "[partial] S: -------------------------------- f's = 270,000 PSI",
    "---------------------------------------------- GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "DESIGN DATA",
    "AASHTO LRFD 9TH EDITION, 2020",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a DESIGN DATA notes block with seismic design criteria, design loading, and material-strength information. The left side of several note headings is cropped off, so only the visible partial text is reported; no physical bridge elements are shown."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving and dynamic pile testing; no pile geometry, material, or quantity is shown."
    }
  ],
  "measurements": [
    {
      "label": "Notification timing prior to driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL."
  ],
  "labels": [
    "DYNAMIC PILE TESTING",
    "(PDA)",
    "SPECIAL PROVISION SECTION 523",
    "GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV"
  ],
  "description": "This crop is a note block titled Dynamic Pile Testing. It specifies PDA pile testing, notification to the Georgia DOT Office of Materials and Testing geotechnical bureau before pile driving, and submittal of required files for review and approval."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4; also referenced at end bents."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with pile protection requirements."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "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 structural note concerning fill settlement and negative skin friction on piles at Bents 1 and 4. It directs pile-driving sequencing at end bents relative to construction of wall leveling pads and references Georgia DOT Specifications Section 551."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE II",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE III",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section pile bent",
      "material": "structural steel",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 3901 (8-69)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "fill at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical fill detail; GA. STD. 9037 (9-99)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE II"
    },
    {
      "label": "PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE III"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS -------------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN --------------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ------------ SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "{L = 4'-3\"; W = 1'-1\"; H = 3'-6\"}",
    "{L = 4'-6\"; W = 1'-1\"; H = 3'-6\"}",
    "BAR BENDING DETAILS ----------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE --------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "SPECIAL DESIGN",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the span arrangement, bents, abutments, and associated standard details for each bridge. It documents two 55'-0\" Type II PSC spans, one 82'-0\" Type III PSC span, two steel H-pile end bents with MSE wall abutments, and two concrete intermediate bents."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Grade 50."
    },
    {
      "name": "smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "May be shifted slightly to clear formed holes."
    },
    {
      "name": "abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Note regarding furnishing and installing inserts is cut off at the bottom of the crop."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete class and allowable tension are referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D concrete is specified."
    },
    {
      "name": "reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 specified."
    },
    {
      "name": "pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "vibration monitoring"
    },
    {
      "label": "Steel H-pile material grade",
      "value": "50",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "A_S",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "S_D",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f'c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "substructure"
    },
    {
      "label": "Reinforcement steel yield strength, f_y",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength, f's",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "pretensioning strands"
    },
    {
      "label": "Steel H-pile yield strength, f_y",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "steel H-piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT LEAST TWO WEEKS PRIOR TO DRIVING PILES. SEE GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV",
    "SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GRADE 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL [partial; crop cuts off]."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE:",
    "CLASS D",
    "CLASS AAA",
    "SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION",
    "CLASS AA",
    "GRADE 60",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a continuation of general construction notes and a design-data block for a bridge project. It documents pile driving and vibration-monitoring requirements, smooth dowel-bar installation, and material/design criteria for concrete, steel, prestressing strands, and piles; the final abutment insert note is cropped off."
}

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "Special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Associated with the two steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    }
  ],
  "measurements": [
    {
      "label": "AASHTO Type II PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "AASHTO Type III PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "EACH BRIDGE CONSISTS OF",
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ---------------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")"
  ],
  "labels": [
    "BAR BENDING DETAILS ---------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the spans, end bents, intermediate bents, and end-post/guardrail attachment details for each bridge. It also references standard details for bar bending, chain link wire fence, and fill at the end of bridge."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "AASHTO LRFD edition",
      "value": "9TH",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "AASHTO LRFD publication year",
      "value": "2020",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SD1",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Live load designation",
      "value": "HL-93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Load",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Concrete compressive strength, f′c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "CLASS AA"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Reinforcing steel yield strength, fy",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "GRADE 60"
    },
    {
      "label": "Steel strength, f′s",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": ""
    },
    {
      "label": "Reinforcing steel grade",
      "value": "50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Reinforcing steel yield strength, fy",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "GRADE 50"
    }
  ],
  "notes": [
    "AASHTO LRFD 9TH EDITION, 2020",
    "…SIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "…OAD … HL-93",
    "…CE … 30 LBS PER SQ FT",
    "…URE … CLASS D, f′c = 4,000 PSI",
    "CLASS D, f′c = 4,000 PSI",
    "…IS … CLASS AAA, f′c = SEE BEAM SHEETS",
    "… ALLOWABLE TENSION … SEE BEAM SHEETS",
    "…TURE … CLASS AA, f′c = 3,500 PSI",
    "GRADE 60, fy = 60,000 PSI",
    "f′s = 270,000 PSI",
    "GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "DESIGN DATA",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a partial Design Data notes block with the left ends of several note descriptions cut off. It documents design criteria, seismic parameters, load designation, concrete strengths, and reinforcing/prestressing steel strengths; no physical construction elements are shown."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for installation at abutment; no geometry or material stated."
    }
  ],
  "measurements": [],
  "notes": [
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED."
  ],
  "labels": [],
  "description": "This crop is a construction note concerning abutment soil reinforcing device inserts. It requires the cost to furnish and install the inserts at the abutment to be included in the overall bid."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "ADT",
      "value": "2,750 (2027)",
      "unit": "",
      "appliesTo": "TRAFFIC"
    },
    {
      "label": "ADT",
      "value": "3,300 (2047)",
      "unit": "",
      "appliesTo": "TRAFFIC"
    },
    {
      "label": "DESIGN SPEED",
      "value": "55",
      "unit": "MPH",
      "appliesTo": ""
    },
    {
      "label": "TRUCKS",
      "value": "32.5",
      "unit": "%",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "TRAFFIC DATA",
    "TRAFFIC",
    "DESIGN SPEED",
    "TRUCKS"
  ],
  "description": "This crop shows a traffic-data table. It documents ADT values for 2027 and 2047, design speed, and truck percentage; no constructional objects are shown."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "211-0200",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Grooved concrete",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "CL D; separately listed as BR NO - I LT (249) and BR NO - I RT (249)."
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "507-9002",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "507-9003",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Separately listed as BR NO - I LT (69762) and BR NO - I RT (69762)."
    },
    {
      "name": "Piling in place, steel H",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Description is partially obscured after “HP”; a visible callout reads “12 X 53.”"
    },
    {
      "name": "Load test, steel H",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "HP 12 X 53 (IF REQD)."
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "",
      "count": null,
      "note": "ZC COAT, 6 FT, 9 GA."
    }
  ],
  "measurements": [
    {
      "label": "Left bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Right bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Left bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Right bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Left bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Right bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Left bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Right bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Left bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Right bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Left bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Right bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Left bridge quantity, bar reinforcement steel",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Right bridge quantity, bar reinforcement steel",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Left bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Right bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Left bridge quantity, piling in place",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Right bridge quantity, piling in place",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Steel H pile designation",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "Left bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Right bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Pile designation, load test",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-4125"
    },
    {
      "label": "Left bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Right bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Left bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Right bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM"
  ],
  "description": "This crop is a Summary of Quantities table for left and right bridge work. It lists pay items, units, and quantities for excavation, concrete, barriers, PSC beams, reinforcing steel, steel H-pile work and testing, and chain link fence."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4 and at end bents are referenced."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with negative skin friction protection."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "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": [
    "SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS"
  ],
  "description": "This crop contains a fill-settlement construction note. It directs protection of piles at Bents 1 and 4 from negative skin friction where mechanically stabilized earth walls are used, and gives pile-driving sequencing at end bents."
}

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

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; do not weld. Maintain minimum clearance as noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer all exposed edges unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "BENTS 2",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Place under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry."
    },
    {
      "name": "footings",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified under each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    },
    {
      "name": "bridge bents",
      "tag": "BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Dynamic pile testing is required at the listed bent locations."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "EDITION",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Foundation footing plan-dimension addition",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Notification/submittal period before driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\" . USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents specification requirements, reinforcement and concrete edge treatment, drainage and protective-platform requirements, footing backfill, shoring, and pile-driving/testing requirements."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop contains a general notes heading and a specification reference note. No constructional objects or measurable work items are shown."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in standard modification and payment."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest/end post; continuous around end post at end bent."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as back face paving rest."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint is to be continuous around end post at end bent."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Expansion-joint dimension revised at these bents."
    },
    {
      "name": "End bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint to remain continuous around end post."
    },
    {
      "name": "Approach slab pavement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "See roadway plans."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint shown between the approach slab and the back face paving rest and end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1 AND 4"
    }
  ],
  "notes": [
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4.",
    "KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.",
    "INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.",
    "SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT."
  ],
  "labels": [],
  "description": "This crop is a standard plan modification note for an approach slab expansion joint. It directs an increased joint width at Bent 1 and 4 and retains a continuous joint around the end post at the end bent."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Minimum clearance on all reinforcement",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "REINFORCING STEEL"
    },
    {
      "label": "Chamfer exposed concrete edges",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "CHAMFER"
    }
  ],
  "notes": [
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4″ UNLESS OTHERWISE NOTED."
  ],
  "labels": [
    "REINFORCING STEEL",
    "CHAMFER"
  ],
  "description": "This crop contains general construction notes for reinforcing steel placement and exposed concrete edge chamfers. It documents specified reinforcing clearance and chamfer requirements; no individual structural elements are shown."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "all exposed concrete edges"
    }
  ],
  "notes": [
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED."
  ],
  "labels": [],
  "description": "This crop contains a general concrete finishing note requiring chamfers on exposed concrete edges. No specific structural element or detail is shown."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK."
  ],
  "labels": [],
  "description": "This crop contains a construction note for grooved concrete on a bridge deck. It specifies transverse grooving over the entire bridge length and requires grooving before traffic is placed on the deck."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a construction note for railroad side ditches. It directs cleaning before construction, maintenance through final acceptance, and refers to roadway plans for erosion control and payment."
}