GDOT TESTING

{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "",
      "material": "structural steel (alternative) / concrete (as shown in plans)",
      "count": null,
      "note": "Steel diaphragms may be substituted for concrete diaphragms at contractor's option, subject to design and material requirements stated in the note."
    }
  ],
  "measurements": [
    {
      "label": "three second gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "steel diaphragm design"
    }
  ],
  "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 A123.",
    "CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325).",
    "NUTS SHALL CONFORM TO ASTM A563.",
    "WASHERS SHALL CONFORM TO ASTM F436.",
    "ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153.",
    "STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.",
    "SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE.",
    "THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR \"LUMP-SUPESTR CONCRETE.\""
  ],
  "labels": [],
  "description": "This crop is a block of specification notes concerning steel diaphragms as an alternative to concrete diaphragms in the superstructure design. It specifies design criteria (wind load, strength limit state), material and hardware standards (ASTM specifications for bolts, nuts, washers, galvanizing), fabrication qualification requirements, and contractual/administrative requirements (shop drawing submittal, bid item inclusion). No graphical elements, dimensions, or drawn objects are shown—only text notes."
}

{
  "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 shows the title 'GENERAL NOTES' followed by a single specification note referencing the Georgia Standard Specifications, 2021 Edition, and 2024 Supplemental Specifications. No constructional objects or measurements are depicted; this is purely a text notes block from the drawing sheet."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note text; standard plan modification applies to this element"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Joint between approach slab and back face paving rest and end post, dimension increased per note"
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as part of joint location"
    },
    {
      "name": "Bent",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    },
    {
      "name": "Bent",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width (original)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint"
    },
    {
      "label": "Expansion joint width (revised)",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint at 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 PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a block of general construction notes (no drawn geometry) describing a standard plan modification for the approach slab expansion joint detail at Bent 1 and Bent 4. It specifies the change in joint width from 3/4 inch to 1 3/8 inch, instructions to keep the joint continuous around the end post, and payment/cost inclusion guidance referencing roadway plans."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Minimum clearance on reinforcement",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer on exposed concrete edges",
      "value": "3/4",
      "unit": "\"",
      "appliesTo": "concrete edges"
    }
  ],
  "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": [],
  "description": "This crop shows a block of general construction notes, specifically covering requirements for placement and tying of reinforcing steel per Georgia DOT specifications, minimum clearance, and chamfering of exposed concrete edges. No drawn objects, dimensions figures, or schedules are present, only text notes."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "grooved concrete",
      "count": null,
      "note": "Bridge deck surface requiring transverse grooving"
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "chain link, zinc coated",
      "count": null,
      "note": "6FT height, 9 GA wire, paid per linear foot"
    }
  ],
  "measurements": [
    {
      "label": "Fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "chain link fence"
    },
    {
      "label": "Wire gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "chain link fence"
    }
  ],
  "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.",
    "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 two general construction notes from a bridge drawing sheet. The first note specifies grooving requirements for the bridge deck concrete per Georgia DOT specifications, and the second specifies the payment description for chain link fence including coating, height, and gauge. No plan, section, or schedule graphics are present in this crop."
}

{
  "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 is a text note block describing a construction requirement for cleaning and maintaining railroad side ditches within the construction area, with a reference to separate roadway plans for erosion control and payment details. No drawings, dimensions, or constructional elements are depicted in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop contains a single general note regarding welding requirements for Georgia DOT projects, specifying welder certification and electrode type requirements. No drawn objects, dimensions, or graphical elements are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop contains a single printed construction note referencing protective platforms and required vertical clearance per Georgia DOT Specification Section 510. No drawn objects, dimensions, or graphical elements are present in this fragment."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED."
  ],
  "labels": [],
  "description": "This crop contains two general construction notes rather than a drawn view. One note instructs that temporary shoring costs for bridge construction be included in the overall bid, and the other states no waiting period is required. No objects, dimensions, or graphical elements are shown."
}

{
  "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": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 2 and (an unreadable additional bent number) as location for foundation backfill placement"
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill material thickness",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "footing at Bents"
    },
    {
      "label": "Quantity basis addition to plan footing dimensions",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    }
  ],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop is a block of general construction notes, not a graphical view, addressing foundation backfill material requirements under footings at specified bents and referencing pile driving objectives found in substructure details elsewhere in the drawing set. No plan, section, or schedule graphics are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [],
  "description": "This crop contains two general construction notes typed in a monospaced font, addressing shop drawing submission requirements for beams, metal deck forms, and steel diaphragms, and clarifying what costs are considered incidental to the work per Georgia Standard Specifications. No drawn objects, dimensions, or graphical elements are present in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. I LT. AND RT.",
    "S&A",
    "Atlanta",
    "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",
    "GENERAL NOTES",
    "DATE",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows the title block portion of a bridge drawing sheet, identifying the project as Bridge No. I Lt. and Rt., prepared by Sastry & Associates, Inc. for the Georgia Department of Transportation, Engineering Division-Office of Bridges and Structures. The sheet title reads 'GENERAL NOTES' and includes a professional engineer's seal for Aruna Sastry (Georgia Registration No. 19371). No structural or dimensional content is present in this crop, only title block and certification information."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "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",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0002",
    "BRIDGE SHEET 2 OF 21",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0002.dgn",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No. 19371 ARUNA SASTRY"
  ],
  "description": "This crop is the title block of a Georgia DOT bridge drawing sheet, identifying the project as Bridge No. 1 Lt. and Rt. over SR 21 at NS crossing #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It contains no constructional drawing content, only administrative and identification information including firm details, professional engineer seal, sheet numbering (Bridge Sheet 2 of 21, Drawing No. 35-0002), and personnel sign-off fields. The sheet is titled 'GENERAL NOTES', indicating the following sheets in this set will contain textual general notes rather than plan or detail views."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop contains a single typed construction note specifying that dynamic pile testing must be performed to determine driving resistance for piles, per Georgia DOT specification sub-section 520.3.05.D.2. It identifies specific bent locations (Bridge Left Bent 1 Right, Bridge Left Bent 3 Left, Bridge Right Bent 2 Right, Bridge Right Bent 4 Right) where this testing is required. No graphical elements, dimensions, or objects are shown in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "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": [],
  "description": "This crop contains a single typed construction note regarding dynamic pile testing requirements, referencing use of a Pile Driving Analyzer (PDA) per Special Provision Section 523 and specifying notification and submittal procedures to the Georgia DOT Geotechnical Bureau. No drawn objects, dimensions, or graphical elements are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "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": [
    "aruna sastry",
    "5/31/2025",
    "11:03:"
  ],
  "description": "This crop shows a general notes block from a construction drawing, containing a single note regarding the requirement to perform a Wave Equation Analysis (WEAP) for pile driving, referencing Georgia DOT specifications and submittal procedures. There is a footer strip below with a name, date, and partial time stamp, typical of a drawing sheet's metadata bar, but no drawn structural elements are present in this crop."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" span length, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span length, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "",
      "material": "structural steel (H piles), MSE wall abutments",
      "count": 2,
      "note": "steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 2,
      "note": "special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "per GA. STD. 3054 (9-30-02); two size variants listed with L, W, H dimensions"
    },
    {
      "name": "reinforcing bar bending detail",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "per GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "typical detail per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    }
  ],
  "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"
  ],
  "description": "This crop is a summary notes block titled 'EACH BRIDGE CONSISTS OF' listing the components that make up the bridge structure: PSC beam spans (2 at 55'-0\" AASHTO Type II, 1 at 82'-0\" AASHTO Type III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, end post/guardrail attachment details with dimensions, and references to standard details (bar bending, chain link fence, fill detail) with their GDOT standard drawing numbers and revision dates. It functions as an itemized structural inventory rather than a plan or section view."
}

{
  "view": "Notes",
  "objects": [],
  "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 contains a single typed construction note referring to abutment soil reinforcing device inserts, instructing that furnishing and installation costs be included in the overall bid. No drawing elements, dimensions, or graphical objects are present in this crop."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "ADT",
      "value": "2,750",
      "unit": "",
      "appliesTo": "Traffic (2027)"
    },
    {
      "label": "ADT",
      "value": "3,300",
      "unit": "",
      "appliesTo": "Traffic (2047)"
    },
    {
      "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 is a small data table titled 'TRAFFIC DATA' listing traffic-related design parameters: average daily traffic (ADT) projections for two design years, the design speed, and the truck percentage. It contains no drawn constructional elements, only tabulated text values typically found on a title/notes sheet supporting roadway design."
}

{
  "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": [],
  "measurements": [
    {
      "label": "three second gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "steel diaphragms"
    },
    {
      "label": "steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": "steel diaphragms (QPL)"
    }
  ],
  "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 A123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR \"LUMP-SUPESTR CONCRETE.\""
  ],
  "labels": [],
  "description": "This crop is a notes block from the general notes sheet, specifically covering the option to substitute steel diaphragms for concrete diaphragms shown in the plans, with design criteria, material/hardware specifications, and payment terms. A partial line from a preceding note (mentioning 'end bent wingwall elevations') is visible at the very top but cut off. No drawn structural elements are shown in this crop."
}