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gdot_drawing-83a3db2262b94086918a1e232d2b9607 · Bridge

Models

Step 1 sends drawing crops, so it needs a model that can see them. Steps 2 and 3 send step 1’s readings as text — a text-only model with a large context is a fair answer there.

1Read the crops304 crops · all read · 1336 objects · 4531 measurementsconfigured openai/gpt-5.6-terra-pro · about $1.73 for 304 crops · default

Every cropped image from the cropping run, page by page, with what the model read off it: view, objects, measurements, notes and labels. Click a crop to see it beside its JSON.

All 304 crops read.

304crops304read1336objects found4531measurements3,769,924tokens in1,185,838tokens out
Page 210 crops · 10 read
crop · 1945 × 1192

p02_r10 title block

page 2 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r10_title_block
Original
p02_r10 title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Printed full-size reference",
      "value": "1",
      "unit": "INCH",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet count",
      "value": "2 OF 21",
      "unit": "",
      "appliesTo": "BRIDGE SHEET"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. 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",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0002",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0002.dgn",
    "1 INCH WHEN PRINTED FULL SIZE",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. It identifies the General Notes sheet for SR 21 @ NS #620272Y in Jenkins County, Drawing No. 35-0002, Bridge Sheet 2 of 21; no constructional elements are shown."
}

p02_r10 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r10_title_block

Title Block2 measurements · 31 labels

This crop shows the project title block for a Georgia Department of Transportation bridge drawing. It identifies the General Notes sheet for SR 21 @ NS #620272Y in Jenkins County, Drawing No. 35-0002, Bridge Sheet 2 of 21; no constructional elements are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueUnitApplies to
Printed full-size reference1INCH
Bridge sheet count2 OF 21BRIDGE SHEET

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESGENERAL NOTESSR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0002BRIDGE SHEETDATEREVISIONSBYNO SCALEAPRIL 2025DESIGNED UPDRAWN EPRCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPD0019181_0002.dgn1 INCH WHEN PRINTED FULL SIZEGEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY

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p02_r11 testing in accordance with sub section 5

page 2 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r11_testing_in_accordance_with_sub_section_5
Original
p02_r11 testing in accordance with sub section 5
{
  "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 construction note regarding determination of pile driving resistance using dynamic pile testing. It identifies the bridge bent locations at which dynamic pile testing is required; no physical structure geometry or quantities are shown."
}

p02_r11 testing in accordance with sub section 5

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r11_testing_in_accordance_with_sub_section_5

Notes1 note

This crop contains a construction note regarding determination of pile driving resistance using dynamic pile testing. It identifies the bridge bent locations at which dynamic pile testing is required; no physical structure geometry or quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

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.

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p02_r12 notes

page 2 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r12_notes
Original
p02_r12 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Notification prior to driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "Dynamic pile testing"
    }
  ],
  "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 is a construction note specifying dynamic pile testing using a Pile Driving Analyzer (PDA). It documents notification and submittal requirements for pile driving testing."
}

p02_r12 notes

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r12_notesNotes

Notes1 measurement · 1 note

This crop is a construction note specifying dynamic pile testing using a Pile Driving Analyzer (PDA). It documents notification and submittal requirements for pile driving testing.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnitApplies to
Notification prior to driving pilesTWOWEEKSDynamic pile testing

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.

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p02_r13 notes

page 2 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r13_notes
Original
p02_r13 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note; no pile type, size, or quantity shown."
    }
  ],
  "measurements": [
    {
      "label": "Prior submission period",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "WEAP results provided to the Geotechnical Bureau"
    }
  ],
  "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": [],
  "description": "This crop is a construction note requiring Wave Equation Analysis (WEAP) in accordance with the cited Georgia DOT specification subsection. It requires submission of WEAP results to the Georgia DOT Geotechnical Bureau for review and approval two weeks before pile driving."
}

p02_r13 notes

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p02_r13_notesNotes

Notes1 object · 1 measurement · 1 note

This crop is a construction note requiring Wave Equation Analysis (WEAP) in accordance with the cited Georgia DOT specification subsection. It requires submission of WEAP results to the Georgia DOT Geotechnical Bureau for review and approval two weeks before pile driving.

Objects · 1

ObjectNote
pilesReferenced in note; no pile type, size, or quantity shown.

Measurements · 1

MeasurementValueUnitApplies to
Prior submission periodTWOWEEKSWEAP results provided to the Geotechnical Bureau

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.

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item · 4086 × 3438

Other P02 R01

page 2 · other_p02_r01
Original
Other P02 R01
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Grade 50 specified; piling in place and load test pay items are listed."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Formed 3 in. diameter holes and 12 in. deep holes are noted."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pile driving, fill settlement, and protective coating notes are shown."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "",
      "count": null,
      "note": "Standard plan modification note shown."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown between approach slab and back face paving rest/end post."
    },
    {
      "name": "Grooved concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Groove entire bridge length transversely."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Zinc-coated, 6 ft, 9 ga."
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Superstructure concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D; separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Foundation backfill material, Type II",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    }
  ],
  "measurements": [
    {
      "label": "Steel H-piles 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": "Minimum pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "Piles"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Future paving allowance"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete"
    },
    {
      "label": "PSC beam allowable tension",
      "value": "SEE BEAM SHEETS",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete"
    },
    {
      "label": "Reinforcement steel strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Expansion joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Bent 1 paving rest/end post dimension",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Bent 1"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "20 FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    },
    {
      "label": "Foundation backfill material, Type II—left bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Foundation backfill material, Type II—right bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Bridge excavation, grade separation—left bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Bridge excavation, grade separation—right bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Grooved concrete—left bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Grooved concrete—right bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Concrete barrier—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Concrete barrier—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Class AA concrete—left bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "Class AA concrete—right bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—left bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—right bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—left bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—right bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "Bar reinforcing steel—left bridge quantity",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Bar reinforcing steel—right bridge quantity",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Piling in place, steel H, HP—left bridge quantity",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Piling in place, steel H, HP—right bridge quantity",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—left bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—right bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Dynamic pile test—left bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Dynamic pile test—right bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Chain link fence—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    },
    {
      "label": "Chain link fence—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    }
  ],
  "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.",
    "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 I 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 50 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-SUPERSTR 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 PAYMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.I.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 CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E701X (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 20 FT 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 PILE ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "CONCRETE: SUPERSTRUCTURE",
    "BARRIER",
    "PSC BEAMS",
    "PSC BEAM ALLOWABLE TENSION",
    "SUBSTRUCTURE",
    "REINFORCEMENT STEEL",
    "PRETENSIONING STRANDS",
    "STEEL H-PILES",
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "FOUND BKFILL MATL, TP II",
    "BRIDGE EXCAVATION, GRADE SEPARATION",
    "GROOVED CONCRETE",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 LT (249)",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 RT (249)",
    "CONCRETE BARRIER",
    "CLASS AA CONCRETE",
    "PSC BEAMS, AASHTO TYPE II, BR NO - 1",
    "PSC BEAMS, AASHTO TYPE III, BR NO - 1",
    "BAR REINF STEEL",
    "SUPERSTR REINF STEEL, BR NO - 1 LT (69762)",
    "SUPERSTR REINF STEEL, BR NO - 1 RT (69762)",
    "PILING IN PLACE, STEEL H, HP",
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
    "DYNAMIC PILE TEST",
    "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "P.I. NO. 0019181"
  ],
  "description": "This crop is a general-notes sheet region containing design data, continued construction notes, and a summary-of-quantities table for Bridge No. 1 left and right. It documents pile, diaphragm, approach-slab, grooving, fence, welding, protective-coating, and shop-drawing requirements, together with listed bid quantities."
}

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Notes17 objects · 46 measurements · 15 notes · 43 labels

This crop is a general-notes sheet region containing design data, continued construction notes, and a summary-of-quantities table for Bridge No. 1 left and right. It documents pile, diaphragm, approach-slab, grooving, fence, welding, protective-coating, and shop-drawing requirements, together with listed bid quantities.

Objects · 17

ObjectShapeMaterialNote
Steel H-pilesH-sectionsteelGrade 50 specified; piling in place and load test pay items are listed.
Smooth dowel barscircular barFormed 3 in. diameter holes and 12 in. deep holes are noted.
Abutment soil reinforcing device insertsAt abutment.
PilesPile driving, fill settlement, and protective coating notes are shown.
Steel diaphragmssteelMay be used in lieu of concrete diaphragms.
Approach slabrectangular slabStandard plan modification note shown.
Expansion jointShown between approach slab and back face paving rest/end post.
Grooved concreteconcreteGroove entire bridge length transversely.
Chain link fenceZinc-coated, 6 ft, 9 ga.
Concrete barrierconcreteListed in summary of quantities.
PSC beams, AASHTO Type IIprestressed concrete beamPSCBridge No. 1.
PSC beams, AASHTO Type IIIprestressed concrete beamPSCBridge No. 1.
Bar reinforcing steelbarreinforcing steelListed in summary of quantities.
Superstructure concreteconcreteClass D; separate lump-sum items for Bridge No. 1 left and right.
Superstructure reinforcing steelbarreinforcing steelSeparate lump-sum items for Bridge No. 1 left and right.
Foundation backfill material, Type IIListed in summary of quantities.
Bridge excavation, grade separationListed in summary of quantities.

Measurements · 46

MeasurementValueUnitApplies to
Steel H-piles grade50Steel H-piles
Smooth dowel bar hole diameter3”Smooth dowel bars
Smooth dowel bar hole depth12”Smooth dowel bars
Minimum pile freeze duration24HOURSPiles
Future paving allowance30LBS PER SQ FTFuture paving allowance
Superstructure concrete strength4,000PSISuperstructure concrete
Barrier concrete strength4,000PSIBarrier concrete
PSC beam allowable tensionSEE BEAM SHEETSPSC beam
Substructure concrete strength3,500PSISubstructure concrete
Reinforcement steel strength60,000PSIReinforcement steel
Pretensioning strands strength270,000PSIPretensioning strands
Steel H-piles strength50,000PSISteel H-piles
Expansion joint width3/4”Expansion joint
Bent 1 paving rest/end post dimension1 3/8”Bent 1
Chain link fence height6FTChain link fence
Chain link fence gauge9 GA.Chain link fence
Special protective coating extent below ground20 FTEnd bent piling
Special protective coating extent below ground5FTIntermediate bent piling
Foundation backfill material, Type II—left bridge quantity35CYPay item 207-0203
Foundation backfill material, Type II—right bridge quantity35CYPay item 207-0203
Bridge excavation, grade separation—left bridge quantity295CYPay item 211-0200
Bridge excavation, grade separation—right bridge quantity295CYPay item 211-0200
Grooved concrete—left bridge quantity811SYPay item 500-0100
Grooved concrete—right bridge quantity811SYPay item 500-0100
Superstructure concrete, Class D, Bridge No. 1 leftLUMPLSPay item 500-1011
Superstructure concrete, Class D, Bridge No. 1 rightLUMPLSPay item 500-1011
Concrete barrier—left bridge quantity378LFPay item 500-2100
Concrete barrier—right bridge quantity378LFPay item 500-2100
Class AA concrete—left bridge quantity221CYPay item 500-3002
Class AA concrete—right bridge quantity221CYPay item 500-3002
PSC beams, AASHTO Type II, Bridge No. 1—left bridge quantity644LFPay item 507-9002
PSC beams, AASHTO Type II, Bridge No. 1—right bridge quantity644LFPay item 507-9002
PSC beams, AASHTO Type III, Bridge No. 1—left bridge quantity486LFPay item 507-9003
PSC beams, AASHTO Type III, Bridge No. 1—right bridge quantity486LFPay item 507-9003
Bar reinforcing steel—left bridge quantity35422LBPay item 511-1000
Bar reinforcing steel—right bridge quantity35397LBPay item 511-1000
Superstructure reinforcing steel, Bridge No. 1 leftLUMPLSPay item 511-3000
Superstructure reinforcing steel, Bridge No. 1 rightLUMPLSPay item 511-3000
Piling in place, steel H, HP—left bridge quantity2720LFPay item 520-1125
Piling in place, steel H, HP—right bridge quantity2540LFPay item 520-1125
Load test, steel H, HP 12 X 53—left bridge quantity1EAPay item 520-4125
Load test, steel H, HP 12 X 53—right bridge quantity1EAPay item 520-4125
Dynamic pile test—left bridge quantity2EAPay item 523-1100
Dynamic pile test—right bridge quantity2EAPay item 523-1100
Chain link fence—left bridge quantity378LFPay item 643-1152
Chain link fence—right bridge quantity378LFPay item 643-1152

Labels

GENERAL NOTES CONTINUEDDESIGN DATASPECIFICATIONSAASHTO LRFD 9TH EDITION, 2020(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)DESIGN VEHICLE LIVE LOADHL-93CONCRETE: SUPERSTRUCTUREBARRIERPSC BEAMSPSC BEAM ALLOWABLE TENSIONSUBSTRUCTUREREINFORCEMENT STEELPRETENSIONING STRANDSSTEEL H-PILESSUMMARY OF QUANTITIESPAY ITEM NUMBERLEFT BRIDGERIGHT BRIDGEUNITPAY ITEMFOUND BKFILL MATL, TP IIBRIDGE EXCAVATION, GRADE SEPARATIONGROOVED CONCRETESUPERSTR CONCRETE, CL D, BR NO - 1 LT (249)SUPERSTR CONCRETE, CL D, BR NO - 1 RT (249)CONCRETE BARRIERCLASS AA CONCRETEPSC BEAMS, AASHTO TYPE II, BR NO - 1PSC BEAMS, AASHTO TYPE III, BR NO - 1BAR REINF STEELSUPERSTR REINF STEEL, BR NO - 1 LT (69762)SUPERSTR REINF STEEL, BR NO - 1 RT (69762)PILING IN PLACE, STEEL H, HPLOAD TEST, STEEL H, HP 12 X 53 (IF REQD)DYNAMIC PILE TESTCH LK FENCE, ZC COAT, 6 FT, 9 GABRIDGE NO. 1 LT. AND RT.GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESGENERAL NOTESSR 21 @ NS #620272YP.I. NO. 0019181

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.
  • 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 I 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 50 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-SUPERSTR 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 PAYMENT.
  • GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.I.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 CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E701X (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 20 FT 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 PILE 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.

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{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section pile",
      "material": "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": "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": "wire",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "PSC beam span",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "Quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "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",
    "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 notes block headed “EACH BRIDGE CONSISTS OF.” It lists span types and quantities, end and intermediate bent requirements, guardrail end-post detail dimensions, and references to Georgia standard details for bar bending, fence, and typical bridge-end fill."
}

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Notes7 objects · 13 measurements · 10 notes · 5 labels

This crop is a bridge composition notes block headed “EACH BRIDGE CONSISTS OF.” It lists span types and quantities, end and intermediate bent requirements, guardrail end-post detail dimensions, and references to Georgia standard details for bar bending, fence, and typical bridge-end fill.

Objects · 7

ObjectNo.ShapeMaterialNote
AASHTO Type II PSC beam span2PSC55'-0" spans; special design.
AASHTO Type III PSC beam span1PSC82'-0" span; special design.
steel H-pile end bent2H-section pilesteelWith MSE wall abutments; special design.
MSE wall abutment2Associated with steel H-pile end bents; special design.
intermediate bent2concreteSpecial design.
end post and guardrail attachment detail4Referenced to GA. STD. 3054 (9-30-02).
chain link wire fencewireReferenced to GA. STD. 9031N (8-13-85).

Measurements · 13

MeasurementValueApplies to
PSC beam span55'-0"AASHTO Type II PSC beam span
Quantity2AASHTO Type II PSC beam spans
PSC beam span82'-0"AASHTO Type III PSC beam span
Quantity1AASHTO Type III PSC beam span
Quantity2steel H pile end bents with MSE wall abutments
Quantity2concrete intermediate bents
Quantity4end post and guardrail attachment detail
L4'-3"end post and guardrail attachment detail
W1'-1"end post and guardrail attachment detail
H3'-6"end post and guardrail attachment detail
L4'-6"end post and guardrail attachment detail
W1'-1"end post and guardrail attachment detail
H3'-6"end post and guardrail attachment detail

Labels

EACH BRIDGE CONSISTS OFGA. STD. 3054 (9-30-02)GA. STD. 3901 (8-69)GA. STD. 9031N (8-13-85)GA. STD. 9037 (9-99)

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)

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{
  "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 one specifications note. No constructional objects, dimensions, or quantities are shown."
}

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Notes1 note · 1 label

This crop contains a general-notes heading and one specifications note. No constructional objects, dimensions, or quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GENERAL NOTES

Notes

  • SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

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Other P02 R07

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Original
Other P02 R07
{
  "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 construction note regarding provision of protective platforms at the site. It references Section 510 of the Georgia DOT Specifications and the construction clearance diagram for required minimum vertical clearance."
}

Other P02 R07

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other_p02_r07

Notes1 note

This crop contains a construction note regarding provision of protective platforms at the site. It references Section 510 of the Georgia DOT Specifications and the construction clearance diagram for required minimum vertical clearance.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

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.

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Other P02 R08

page 2 · other_p02_r08
Original
Other P02 R08
{
  "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 construction notes only. It states that temporary shoring necessary for bridge construction is to be included in the overall bid and that no waiting period is required."
}

Other P02 R08

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other_p02_r08

Notes2 notes

This crop contains construction notes only. It states that temporary shoring necessary for bridge construction is to be included in the overall bid and that no waiting period is required.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.
  • WAITING PERIOD - NONE REQUIRED.

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Other P02 R11

page 2 · other_p02_r11
Original
Other P02 R11
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dynamic pile testing specified."
    },
    {
      "name": "bent",
      "tag": "BRIDGE LEFT BENT 1 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE LEFT BENT 3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE RIGHT BENT 2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    }
  ],
  "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 driving-resistance note for piles. It requires dynamic pile testing at four identified bridge bent locations."
}

Other P02 R11

done

other_p02_r11

Notes5 objects · 1 note

This crop contains a driving-resistance note for piles. It requires dynamic pile testing at four identified bridge bent locations.

Objects · 5

MarkObjectNo.Note
pilesDynamic pile testing specified.
BRIDGE LEFT BENT 1 RIGHTbent1Dynamic pile testing required.
BRIDGE LEFT BENT 3 LEFTbent1Dynamic pile testing required.
BRIDGE RIGHT BENT 2 RIGHTbent1Dynamic pile testing required.
BRIDGE RIGHT BENT 4 RIGHTbent1Dynamic pile testing required.

Measurements · 0

No measurements read. Edit to add one.

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.

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p03_r01 elevations on existing central of g

page 3 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r01_elevations_on_existing_central_of_g
Original
p03_r01 elevations on existing central of g
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge limits",
      "tag": "LEFT BRIDGE",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 1,
      "note": "Dashed outline labeled as limits of left bridge."
    },
    {
      "name": "bridge limits",
      "tag": "RIGHT BRIDGE",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 1,
      "note": "Dashed outline labeled as limits of right bridge."
    },
    {
      "name": "bridge bent",
      "tag": "B.F.P.R. BENT 1L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent",
      "tag": "B.F.P.R. BENT 1R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent",
      "tag": "B.F.P.R. BENT 4L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent",
      "tag": "B.F.P.R. BENT 4R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "existing railroad track",
      "tag": "",
      "shape": "parallel curved alignment lines",
      "material": "",
      "count": 1,
      "note": "Identified as Central of Georgia Railroad Company existing track."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "dashed alignment line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "dashed alignment line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "SR 21 roadway alignment",
      "tag": "SR 21",
      "shape": "centerline",
      "material": "",
      "count": 1,
      "note": "PGL westbound and PGL eastbound are shown."
    }
  ],
  "measurements": [
    {
      "label": "bridge skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1L / B.F.P.R. BENT 1R / B.F.P.R. BENT 4L / B.F.P.R. BENT 4R"
    },
    {
      "label": "bearing",
      "value": "N 83°-43’-21.7” E",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK"
    },
    {
      "label": "begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "end bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "existing track alignment"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 302+00.00"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 302+00.00"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 302+50.00"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 302+50.00"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 303+00.00"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 303+00.00"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 303+50.00"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 303+50.00"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 304+00.00"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 304+00.00"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 304+50.00"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 304+50.00"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 305+00.00"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 305+00.00"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 LT"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 305+50.00"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, 2.5 RT"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table, station 305+50.00"
    }
  ],
  "notes": [
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "AHEAD",
    "TO PERKINS",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO MILEN",
    "RR R/W",
    "N.",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRA...",
    "STATION",
    "OFFSET",
    "ELEV..."
  ],
  "description": "This crop is a plan view showing the bridge footprint limits across SR 21 and the Central of Georgia Railroad Company existing track alignment. Four bent reference points, designated 1L, 1R, 4L, and 4R, are shown along with bridge begin/end stations, skew-angle callouts, future access road and future track alignments. A partially cropped surveyed top-of-rail elevation table is visible at lower right; its elevation values are cut off."
}

p03_r01 elevations on existing central of g

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r01_elevations_on_existing_central_of_g

Plan10 objects · 46 measurements · 1 note · 14 labels

This crop is a plan view showing the bridge footprint limits across SR 21 and the Central of Georgia Railroad Company existing track alignment. Four bent reference points, designated 1L, 1R, 4L, and 4R, are shown along with bridge begin/end stations, skew-angle callouts, future access road and future track alignments. A partially cropped surveyed top-of-rail elevation table is visible at lower right; its elevation values are cut off.

Objects · 10

MarkObjectNo.ShapeNote
LEFT BRIDGEbridge limits1rectangular dashed outlineDashed outline labeled as limits of left bridge.
RIGHT BRIDGEbridge limits1rectangular dashed outlineDashed outline labeled as limits of right bridge.
B.F.P.R. BENT 1Lbridge bent1circular point symbol
B.F.P.R. BENT 1Rbridge bent1circular point symbol
B.F.P.R. BENT 4Lbridge bent1circular point symbol
B.F.P.R. BENT 4Rbridge bent1circular point symbol
existing railroad track1parallel curved alignment linesIdentified as Central of Georgia Railroad Company existing track.
future access road1dashed alignment line
future track1dashed alignment line
SR 21SR 21 roadway alignment1centerlinePGL westbound and PGL eastbound are shown.

Measurements · 46

MeasurementValueApplies to
bridge skew angle81°-20’-05.0”B.F.P.R. BENT 1L / B.F.P.R. BENT 1R / B.F.P.R. BENT 4L / B.F.P.R. BENT 4R
bearingN 83°-43’-21.7” ESR 21
stationSTA. 18+16.85SR 21
stationSTA. 303+80.83CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
begin bridge stationSTA. 17+23.00bridge
end bridge stationSTA. 19+15.00bridge
station302+00existing track alignment
station302+50existing track alignment
station303+00existing track alignment
station303+50existing track alignment
station304+00existing track alignment
station304+50existing track alignment
station305+00existing track alignment
station305+50existing track alignment
station302+00.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 302+00.00
station302+00.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 302+00.00
station302+50.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 302+50.00
station302+50.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 302+50.00
station303+00.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 303+00.00
station303+00.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 303+00.00
station303+50.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 303+50.00
station303+50.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 303+50.00
station304+00.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 304+00.00
station304+00.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 304+00.00
station304+50.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 304+50.00
station304+50.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 304+50.00
station305+00.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 305+00.00
station305+00.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 305+00.00
station305+50.00surveyed top of rail elevation table, 2.5 LT
offset2.5 LTsurveyed top of rail elevation table, station 305+50.00
station305+50.00surveyed top of rail elevation table, 2.5 RT
offset2.5 RTsurveyed top of rail elevation table, station 305+50.00

Labels

AHEADTO PERKINSTO US 25/SR 121TO GA HIGHWAY 23TO MILENRR R/WN.PGL WESTBOUNDPGL EASTBOUNDEXISTING TRACK ALIGNMENTSURVEYED TOP OF RAIL ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRA...STATIONOFFSETELEV...

Notes

  • SURVEY DATED SEPTEMBER 18, 2024

openai/gpt-5.6-terra-pro · 33786 tokens · 36.8s

crop · 1948 × 2934

p03_r02 title block

page 3 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r02_title_block
Original
p03_r02 title block
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "existing railroad right-of-way limits",
      "tag": "",
      "shape": "vertical dashed lines",
      "material": "",
      "count": 16,
      "note": "Two limits are shown in each of eight cross sections."
    },
    {
      "name": "access road",
      "tag": "℄ ACCESS RD.",
      "shape": "irregular depressed profile",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each cross section."
    },
    {
      "name": "existing railroad track",
      "tag": "℄ EXIST. TRACK",
      "shape": "track symbol with short vertical rail lines",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each cross section."
    },
    {
      "name": "future railroad track",
      "tag": "℄ FUTURE TRACK",
      "shape": "rectangular track symbol with centerline",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each cross section."
    },
    {
      "name": "cross-section profile line",
      "tag": "",
      "shape": "irregular dashed/solid horizontal profile",
      "material": "",
      "count": 8,
      "note": "Profile line extends between the railroad right-of-way limits in each section."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.38",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 305+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 305+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 305+50"
    },
    {
      "label": "station",
      "value": "305+50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.58",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 305+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 305+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 305+00"
    },
    {
      "label": "station",
      "value": "305+00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "157.06",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 304+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 304+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 304+50"
    },
    {
      "label": "station",
      "value": "304+50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "158.37",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 304+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 304+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 304+00"
    },
    {
      "label": "station",
      "value": "304+00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "158.18",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 303+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 303+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 303+50"
    },
    {
      "label": "station",
      "value": "303+50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.46",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 303+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 303+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 303+00"
    },
    {
      "label": "station",
      "value": "303+00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "157.16",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 302+50"
    },
    {
      "label": "existing track elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 302+50"
    },
    {
      "label": "existing track elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 302+50"
    },
    {
      "label": "station",
      "value": "302+50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "170",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "elevation",
      "value": "160",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "elevation",
      "value": "150",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.82",
      "unit": "",
      "appliesTo": "℄ ACCESS RD., station 302+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 302+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK, station 302+00"
    },
    {
      "label": "station",
      "value": "302+00",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "RAILROAD CROSS SECTIONS",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022"
  ],
  "description": "This crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access-road centerline/profile, an existing track centerline, and a future-track centerline with printed elevations."
}

p03_r02 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r02_title_block

Cross Section5 objects · 56 measurements · 8 labels

This crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access-road centerline/profile, an existing track centerline, and a future-track centerline with printed elevations.

Objects · 5

MarkObjectNo.ShapeNote
existing railroad right-of-way limits16vertical dashed linesTwo limits are shown in each of eight cross sections.
℄ ACCESS RD.access road8irregular depressed profileCenterline callout shown in each cross section.
℄ EXIST. TRACKexisting railroad track8track symbol with short vertical rail linesCenterline callout shown in each cross section.
℄ FUTURE TRACKfuture railroad track8rectangular track symbol with centerlineCenterline callout shown in each cross section.
cross-section profile line8irregular dashed/solid horizontal profileProfile line extends between the railroad right-of-way limits in each section.

Measurements · 56

MeasurementValueApplies to
elevation170305+50 cross section
elevation160305+50 cross section
elevation150305+50 cross section
access road elevation156.38℄ ACCESS RD., station 305+50
existing track elevation161.94℄ EXIST. TRACK, station 305+50
existing track elevation161.94℄ EXIST. TRACK, station 305+50
station305+50
elevation170305+00 cross section
elevation160305+00 cross section
elevation150305+00 cross section
access road elevation156.58℄ ACCESS RD., station 305+00
existing track elevation161.73℄ EXIST. TRACK, station 305+00
existing track elevation161.69℄ EXIST. TRACK, station 305+00
station305+00
elevation170304+50 cross section
elevation160304+50 cross section
elevation150304+50 cross section
access road elevation157.06℄ ACCESS RD., station 304+50
existing track elevation161.49℄ EXIST. TRACK, station 304+50
existing track elevation161.46℄ EXIST. TRACK, station 304+50
station304+50
elevation170304+00 cross section
elevation160304+00 cross section
elevation150304+00 cross section
access road elevation158.37℄ ACCESS RD., station 304+00
existing track elevation161.26℄ EXIST. TRACK, station 304+00
existing track elevation161.24℄ EXIST. TRACK, station 304+00
station304+00
elevation170303+50 cross section
elevation160303+50 cross section
elevation150303+50 cross section
access road elevation158.18℄ ACCESS RD., station 303+50
existing track elevation161.05℄ EXIST. TRACK, station 303+50
existing track elevation161.04℄ EXIST. TRACK, station 303+50
station303+50
elevation170303+00 cross section
elevation160303+00 cross section
elevation150303+00 cross section
access road elevation156.46℄ ACCESS RD., station 303+00
existing track elevation160.88℄ EXIST. TRACK, station 303+00
existing track elevation160.88℄ EXIST. TRACK, station 303+00
station303+00
elevation170302+50 cross section
elevation160302+50 cross section
elevation150302+50 cross section
access road elevation157.16℄ ACCESS RD., station 302+50
existing track elevation160.68℄ EXIST. TRACK, station 302+50
existing track elevation160.66℄ EXIST. TRACK, station 302+50
station302+50
elevation170302+00 cross section
elevation160302+00 cross section
elevation150302+00 cross section
access road elevation156.82℄ ACCESS RD., station 302+00
existing track elevation160.49℄ EXIST. TRACK, station 302+00
existing track elevation160.48℄ EXIST. TRACK, station 302+00
station302+00

Labels

RAILROAD CROSS SECTIONSBRIDGE NO. 1 LT. AND RT.P.I. NO.0019181S&ASASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022

openai/gpt-5.6-terra-pro · 27881 tokens · 27.8s

crop · 1399 × 1238

p03_r03 elevation

page 3 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r03_elevation
Original
p03_r03 elevation
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "Station 302+00.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "Station 302+00.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "Station 302+50.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "Station 302+50.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "Station 303+00.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "Station 303+00.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "Station 303+50.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "Station 303+50.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "Station 304+00.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "Station 304+00.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "Station 304+50.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "Station 304+50.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "Station 305+00.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "Station 305+00.00, 2.5 RT"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "Station 305+50.00, 2.5 LT"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Existing track surveyed top of rail elevation"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    },
    {
      "label": "Elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "Station 305+50.00, 2.5 RT"
    }
  ],
  "notes": [],
  "labels": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "STATION",
    "OFFSET",
    "ELEVATION",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "description": "This crop is a surveyed top-of-rail elevation table for the existing Central of Georgia Railroad Company existing track. It lists stations from 302+00.00 through 305+50.00, with surveyed elevations at 2.5 LT and 2.5 RT offsets. The survey is dated September 18, 2024."
}

p03_r03 elevation

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r03_elevation

Table48 measurements · 6 labels

This crop is a surveyed top-of-rail elevation table for the existing Central of Georgia Railroad Company existing track. It lists stations from 302+00.00 through 305+50.00, with surveyed elevations at 2.5 LT and 2.5 RT offsets. The survey is dated September 18, 2024.

Objects · 0

No objects read. Edit to add one.

Measurements · 48

MeasurementValueApplies to
Station302+00.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 302+00.00
Elevation160.49Station 302+00.00, 2.5 LT
Station302+00.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 302+00.00
Elevation160.48Station 302+00.00, 2.5 RT
Station302+50.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 302+50.00
Elevation160.68Station 302+50.00, 2.5 LT
Station302+50.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 302+50.00
Elevation160.66Station 302+50.00, 2.5 RT
Station303+00.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 303+00.00
Elevation160.88Station 303+00.00, 2.5 LT
Station303+00.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 303+00.00
Elevation160.88Station 303+00.00, 2.5 RT
Station303+50.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 303+50.00
Elevation161.05Station 303+50.00, 2.5 LT
Station303+50.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 303+50.00
Elevation161.04Station 303+50.00, 2.5 RT
Station304+00.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 304+00.00
Elevation161.26Station 304+00.00, 2.5 LT
Station304+00.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 304+00.00
Elevation161.24Station 304+00.00, 2.5 RT
Station304+50.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 304+50.00
Elevation161.49Station 304+50.00, 2.5 LT
Station304+50.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 304+50.00
Elevation161.46Station 304+50.00, 2.5 RT
Station305+00.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 305+00.00
Elevation161.73Station 305+00.00, 2.5 LT
Station305+00.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 305+00.00
Elevation161.69Station 305+00.00, 2.5 RT
Station305+50.00Existing track surveyed top of rail elevation
Offset2.5 LTStation 305+50.00
Elevation161.94Station 305+50.00, 2.5 LT
Station305+50.00Existing track surveyed top of rail elevation
Offset2.5 RTStation 305+50.00
Elevation161.94Station 305+50.00, 2.5 RT

Labels

SURVEYED TOP OF RAIL ELEVATIONSELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKSTATIONOFFSETELEVATIONSURVEY DATED SEPTEMBER 18, 2024

openai/gpt-5.6-terra-pro · 19652 tokens · 17.8s

crop · 1944 × 1188

p03_r04 title block

page 3 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r04_title_block
Original
p03_r04 title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1” = 20’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge Sheet",
      "value": "3 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 1” = 20’-0” (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "RAILROAD CROSS SECTIONS",
    "BRIDGE NO. 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",
    "EXISTING TRACK INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0003",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "PS",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "APRIL 2025",
    "$DGNS$"
  ],
  "description": "This crop shows the lower-right title block area of a bridge drawing sheet titled “RAILROAD CROSS SECTIONS.” It identifies the Georgia Department of Transportation project as Existing Track Information for SR 21 @ NS #620272Y in Jenkins County, drawing no. 35-0003, bridge sheet 3 of 21."
}

p03_r04 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p03_r04_title_block

Title Block2 measurements · 2 notes · 35 labels

This crop shows the lower-right title block area of a bridge drawing sheet titled “RAILROAD CROSS SECTIONS.” It identifies the Georgia Department of Transportation project as Existing Track Information for SR 21 @ NS #620272Y in Jenkins County, drawing no. 35-0003, bridge sheet 3 of 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValue
Scale1” = 20’-0”
Bridge Sheet3 OF 21

Labels

RAILROAD CROSS SECTIONSBRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESEXISTING TRACK INFORMATIONSR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0003BRIDGE SHEETDATEREVISIONSBYDESIGNEDUPDRAWNPSCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDAPRIL 2025$DGNS$

Notes

  • SCALE: 1” = 20’-0” (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

openai/gpt-5.6-terra-pro · 15934 tokens · 11.7s

item · 3761 × 3673

Other P03 R01

page 3 · other_p03_r01
Original
Other P03 R01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge limits",
      "tag": "LEFT BRIDGE",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 1,
      "note": "Shown as limits of left bridge."
    },
    {
      "name": "Bridge limits",
      "tag": "RIGHT BRIDGE",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 1,
      "note": "Shown as limits of right bridge."
    },
    {
      "name": "Bent location",
      "tag": "B.F.P.R. BENT 1L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent location",
      "tag": "B.F.P.R. BENT 1R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent location",
      "tag": "B.F.P.R. BENT 4L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent location",
      "tag": "B.F.P.R. BENT 4R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Existing railroad track alignment",
      "tag": "",
      "shape": "parallel linear alignment",
      "material": "",
      "count": 1,
      "note": "Identified as Central of Georgia Railroad Company existing track."
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "SR 21 roadway alignment",
      "tag": "SR 21",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "PGL westbound and PGL eastbound are shown."
    }
  ],
  "measurements": [
    {
      "label": "SR 21 station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "Central of Georgia Railroad Company station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track"
    },
    {
      "label": "Begin bridge station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "End bridge station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "Typical angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "B.F.P.R. bent locations"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / Central of Georgia Railroad Company crossing"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7” E",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "Railroad station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Railroad station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "Existing track alignment"
    },
    {
      "label": "Survey table station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    },
    {
      "label": "Survey table offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Surveyed top of rail elevation table"
    }
  ],
  "notes": [
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "LIMITS OF LEFT BRIDGE",
    "BEGIN BRIDGE STA. 17+23.00",
    "END BRIDGE STA. 19+15.00",
    "LIMITS OF RIGHT BRIDGE",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "RR R/W",
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVATION",
    "ELEVATIONS ON EXISTING CENTRAL OF G...",
    "RAILROAD COMPANY EXISTING TRAC...",
    "STATION",
    "OFFSET",
    "ELEV...",
    "SURVEY DATED SEPTEMBER 18, 2024",
    "N."
  ],
  "description": "This crop is a plan showing the SR 21 bridge crossing over the Central of Georgia Railroad Company existing track alignment. It identifies left and right bridge limits, B.F.P.R. bent locations 1L, 1R, 4L, and 4R, bridge begin/end stations, roadway alignment, future access road, and future track. A partial surveyed top-of-rail elevation table is visible at the lower right; its elevation column values are cut off."
}

Other P03 R01

done

other_p03_r01

Plan10 objects · 25 measurements · 12 notes · 13 labels

This crop is a plan showing the SR 21 bridge crossing over the Central of Georgia Railroad Company existing track alignment. It identifies left and right bridge limits, B.F.P.R. bent locations 1L, 1R, 4L, and 4R, bridge begin/end stations, roadway alignment, future access road, and future track. A partial surveyed top-of-rail elevation table is visible at the lower right; its elevation column values are cut off.

Objects · 10

MarkObjectNo.ShapeNote
LEFT BRIDGEBridge limits1rectangular dashed outlineShown as limits of left bridge.
RIGHT BRIDGEBridge limits1rectangular dashed outlineShown as limits of right bridge.
B.F.P.R. BENT 1LBent location1circular point symbol
B.F.P.R. BENT 1RBent location1circular point symbol
B.F.P.R. BENT 4LBent location1circular point symbol
B.F.P.R. BENT 4RBent location1circular point symbol
Existing railroad track alignment1parallel linear alignmentIdentified as Central of Georgia Railroad Company existing track.
Future track1linear alignment
Future access road1linear alignment
SR 21SR 21 roadway alignment1linear alignmentPGL westbound and PGL eastbound are shown.

Measurements · 25

MeasurementValueApplies to
SR 21 station18+16.85SR 21
Central of Georgia Railroad Company station303+80.83Central of Georgia Railroad Company existing track
Begin bridge station17+23.00SR 21
End bridge station19+15.00SR 21
Typical angle81°-20'-05.0”B.F.P.R. bent locations
Angle81°-20'-05.0”SR 21 / Central of Georgia Railroad Company crossing
BearingN 83°-43'-21.7” ESR 21
Railroad station302+00Existing track alignment
Railroad station302+50Existing track alignment
Railroad station303+00Existing track alignment
Railroad station303+50Existing track alignment
Railroad station304+00Existing track alignment
Railroad station304+50Existing track alignment
Railroad station305+00Existing track alignment
Railroad station305+50Existing track alignment
Survey table station302+00.00Surveyed top of rail elevation table
Survey table station302+50.00Surveyed top of rail elevation table
Survey table station303+00.00Surveyed top of rail elevation table
Survey table station303+50.00Surveyed top of rail elevation table
Survey table station304+00.00Surveyed top of rail elevation table
Survey table station304+50.00Surveyed top of rail elevation table
Survey table station305+00.00Surveyed top of rail elevation table
Survey table station305+50.00Surveyed top of rail elevation table
Survey table offset2.5 LTSurveyed top of rail elevation table
Survey table offset2.5 RTSurveyed top of rail elevation table

Labels

PGL WESTBOUNDPGL EASTBOUND℄ SR 21RR R/WEXISTING TRACK ALIGNMENTSURVEYED TOP OF RAIL ELEVATIONELEVATIONS ON EXISTING CENTRAL OF G...RAILROAD COMPANY EXISTING TRAC...STATIONOFFSETELEV...SURVEY DATED SEPTEMBER 18, 2024N.

Notes

  • ℄ FUTURE ACCESS ROAD
  • ℄ FUTURE TRACK
  • ℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
  • LIMITS OF LEFT BRIDGE
  • BEGIN BRIDGE STA. 17+23.00
  • END BRIDGE STA. 19+15.00
  • LIMITS OF RIGHT BRIDGE
  • TO US 25/SR 121
  • TO GA HIGHWAY 23
  • TO PERKINS
  • TO MILLEN
  • AHEAD

openai/gpt-5.6-terra-pro · 33679 tokens · 33.7s

item · 1447 × 1269

Other P03 R03

page 3 · other_p03_r03
Original
Other P03 R03
{
  "view": "Table",
  "objects": [
    {
      "name": "existing railroad track",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Central of Georgia Railroad existing track."
    }
  ],
  "measurements": [
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing railroad track"
    }
  ],
  "notes": [
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "STATION",
    "OFFSET",
    "ELEVATION"
  ],
  "description": "This crop is a tabulated survey of top-of-rail elevations for the existing Central of Georgia Railroad Company existing track. It lists stations from 302+00.00 through 305+50.00, with elevations at 2.5 LT and 2.5 RT offsets."
}

Other P03 R03

done

other_p03_r03

Table1 object · 48 measurements · 1 note · 5 labels

This crop is a tabulated survey of top-of-rail elevations for the existing Central of Georgia Railroad Company existing track. It lists stations from 302+00.00 through 305+50.00, with elevations at 2.5 LT and 2.5 RT offsets.

Objects · 1

ObjectNote
existing railroad trackCentral of Georgia Railroad existing track.

Measurements · 48

MeasurementValueApplies to
Station302+00.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation160.49existing railroad track
Station302+00.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation160.48existing railroad track
Station302+50.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation160.68existing railroad track
Station302+50.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation160.66existing railroad track
Station303+00.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation160.88existing railroad track
Station303+00.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation160.88existing railroad track
Station303+50.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation161.05existing railroad track
Station303+50.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation161.04existing railroad track
Station304+00.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation161.26existing railroad track
Station304+00.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation161.24existing railroad track
Station304+50.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation161.49existing railroad track
Station304+50.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation161.46existing railroad track
Station305+00.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation161.73existing railroad track
Station305+00.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation161.69existing railroad track
Station305+50.00existing railroad track
Offset2.5 LTexisting railroad track
Elevation161.94existing railroad track
Station305+50.00existing railroad track
Offset2.5 RTexisting railroad track
Elevation161.94existing railroad track

Labels

SURVEYED TOP OF RAIL ELEVATIONSELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKSTATIONOFFSETELEVATION

Notes

  • SURVEY DATED SEPTEMBER 18, 2024

openai/gpt-5.6-terra-pro · 23503 tokens · 24.9s

Page 48 crops · 8 read
crop · 2881 × 3681

p04_r01 deck plan

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r01_deck_plan
Original
p04_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slabs",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "long rectangular members in plan",
      "material": "",
      "count": 12,
      "note": "Beam centerlines numbered 1 through 12 are visible."
    },
    {
      "name": "Endwalls",
      "tag": "",
      "shape": "straight skewed endwall",
      "material": "",
      "count": 2,
      "note": "Callouts identify endwalls at the exterior ends of the two deck areas."
    },
    {
      "name": "Edgebeams",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 4,
      "note": "Shown along the outside deck edges; callout states 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Each is called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "transverse straight",
      "material": "",
      "count": 2,
      "note": "One is shown at the ℄ BEAM 4 area and one at the ℄ BEAM 10 area."
    },
    {
      "name": "Paving rests",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "END POST",
      "shape": "point/circular post symbols",
      "material": "",
      "count": null,
      "note": "End-post and intermediate fence-post locations are indicated along the deck edges; dimensions are labeled FENCE POST SPACING."
    },
    {
      "name": "Reinforcement",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A callouts are shown within both deck areas."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-8⅓⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "overall dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN I",
    "DECK PLAN",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "END POST"
  ],
  "description": "This crop is the SPAN I DECK PLAN for a skewed bridge deck arrangement with separate westbound and eastbound deck areas. It shows beam centerlines 1 through 12, endwalls, edgebeams, paving rests, B.F.P.R. Bent 1 locations, concrete diaphragm locations, deck reinforcement callouts, and fence-post spacing dimensions."
}

p04_r01 deck plan

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r01_deck_plan

Plan9 objects · 72 measurements · 9 notes · 20 labels

This crop is the SPAN I DECK PLAN for a skewed bridge deck arrangement with separate westbound and eastbound deck areas. It shows beam centerlines 1 through 12, endwalls, edgebeams, paving rests, B.F.P.R. Bent 1 locations, concrete diaphragm locations, deck reinforcement callouts, and fence-post spacing dimensions.

Objects · 9

MarkObjectNo.ShapeMaterialNote
Bridge deck slabs2skewed rectangularTwo parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND.
℄ BEAM 1 through ℄ BEAM 12Beams12long rectangular members in planBeam centerlines numbered 1 through 12 are visible.
Endwalls2straight skewed endwallCallouts identify endwalls at the exterior ends of the two deck areas.
Edgebeams4longitudinal straightShown along the outside deck edges; callout states 1'-0" EDGEBEAM, TYP.
Concrete diaphragms2transverse rectangularconcreteEach is called out as 10" CONCRETE DIAPHRAGM, TYP.
B.F.P.R. BENT 1B.F.P.R. bent2transverse straightOne is shown at the ℄ BEAM 4 area and one at the ℄ BEAM 10 area.
Paving rests2longitudinal straightCalled out as 12" PAVING REST.
END POSTFence postspoint/circular post symbolsEnd-post and intermediate fence-post locations are indicated along the deck edges; dimensions are labeled FENCE POST SPACING.
400AReinforcement2linear400A callouts are shown within both deck areas.

Measurements · 72

MeasurementValueApplies to
overall deck width55'-0"upper deck
deck width division18'-4"upper deck
deck width division18'-4"upper deck
deck width division18'-4"upper deck
offset1'-0"upper deck
fence post spacing9'-6"upper deck
fence post spacing9'-6"upper deck
fence post spacing9'-6"upper deck
fence post spacing9'-6"upper deck
fence post spacing9'-6"upper deck
fence post spacing6'-6"upper deck
endwall outside exterior beam3'-0"endwall
fillet8"fillet
skew angle81°-20'-05.0"B.F.P.R. BENT 1
concrete diaphragm thickness10"concrete diaphragm
edgebeam width1'-0"edgebeam
fillet8"fillet
paving rest12"paving rest
endwall1'-6"endwall
fence-post offset5'-0"fence post spacing
fence-post offset5'-0"fence post spacing
gutter-to-gutter width40'-0"upper deck
out-to-out width43'-7"upper deck
outside offset1'-9½"upper deck
end-post offset4'-3"end post
post spacing8'-9"fence post spacing
post spacing8'-9"fence post spacing
post spacing8'-0"fence post spacing
post spacing9'-6"fence post spacing
post spacing9'-6"fence post spacing
post spacing6'-8⅓⁄₁₆"fence post spacing
offset1'-0"fence post spacing
dimension17'-4⁵⁄₁₆"upper deck
dimension17'-5¼"upper deck
dimension17'-5¼"upper deck
overall dimension52'-2¹³⁄₁₆"upper deck
skew angle81°-20'-05.0"construction ℄ SR 21
bearingN 83°-43'-21.7" Econstruction ℄ SR 21
dimension51'-8⅜"between deck areas
dimension17'-2¹³⁄₁₆"between deck areas
dimension17'-2¹³⁄₁₆"between deck areas
dimension17'-2¾"between deck areas
separation22'-0"between deck areas
end-post offset4'-6"end post
offset1'-0"lower deck
post spacing8'-9"lower deck fence post spacing
post spacing8'-9"lower deck fence post spacing
post spacing8'-0"lower deck fence post spacing
post spacing9'-6"lower deck fence post spacing
post spacing9'-6"lower deck fence post spacing
post spacing6'-2⅜"lower deck fence post spacing
fence-post offset5'-0"lower deck fence post spacing
fence-post offset5'-0"lower deck fence post spacing
edgebeam width1'-0"edgebeam
fillet8"fillet
concrete diaphragm thickness10"concrete diaphragm
fillet8"fillet
paving rest12"paving rest
endwall1'-6"endwall
gutter-to-gutter width40'-0"lower deck
out-to-out width43'-7"lower deck
outside offset1'-9½"lower deck
fence post spacing9'-6"lower deck
fence post spacing9'-6"lower deck
fence post spacing9'-6"lower deck
fence post spacing9'-6"lower deck
fence post spacing9'-6"lower deck
fence post spacing6'-6"lower deck
deck width division18'-4"lower deck
deck width division18'-4"lower deck
deck width division18'-4"lower deck
overall deck width55'-0"lower deck

Labels

PGL WESTBOUNDPGL EASTBOUNDSPAN IDECK PLAN℄ BEAM 1℄ BEAM 2℄ BEAM 3℄ BEAM 4℄ BEAM 5℄ BEAM 6℄ BEAM 7℄ BEAM 8℄ BEAM 9℄ BEAM 10℄ BEAM 11℄ BEAM 12I2-502AI2-502BI2-502CEND POST

Notes

  • 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • 8" FILLET, TYP.
  • 81°-20'-05.0", TYP.
  • 10" CONCRETE DIAPHRAGM, TYP.
  • 1'-0" EDGEBEAM, TYP.
  • 12" PAVING REST
  • 1'-6" ENDWALL
  • FENCE POST SPACING
  • CONSTRUCTION ℄ SR 21

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crop · 1214 × 646

p04_r02 barrier transition detail

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r02_barrier_transition_detail
Original
p04_r02 barrier transition detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Longitudinal transition detail from paving rest/end post to higher barrier profile."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the left end of the transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Called out adjacent to the end post."
    }
  ],
  "measurements": [
    {
      "label": "paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "paving rest"
    },
    {
      "label": "vertical dimension",
      "value": "2",
      "unit": "in",
      "appliesTo": "barrier transition"
    },
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "overall end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    }
  ],
  "notes": [],
  "labels": [
    "END POST",
    "BARRIER TRANSITION",
    "18",
    "I",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier transition detail in longitudinal profile. The transition begins at an end post and 12-inch paving rest, rises over a 12-foot length, and terminates at the dimensioned higher barrier end."
}

p04_r02 barrier transition detail

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r02_barrier_transition_detail

Detail3 objects · 4 measurements · 6 labels

This crop shows a barrier transition detail in longitudinal profile. The transition begins at an end post and 12-inch paving rest, rises over a 12-foot length, and terminates at the dimensioned higher barrier end.

Objects · 3

ObjectNo.ShapeNote
barrier transition1taperedLongitudinal transition detail from paving rest/end post to higher barrier profile.
end post1rectangularShown at the left end of the transition.
paving rest1rectangularCalled out adjacent to the end post.

Measurements · 4

MeasurementValueUnitApplies to
paving rest width12inpaving rest
vertical dimension2inbarrier transition
barrier transition length12'-0"barrier transition
overall end height1'-9½"barrier transition

Labels

END POSTBARRIER TRANSITION18IBARRIER TRANSITION DETAILSCALE: 1/4" = 1'-0"

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p04_r03 expansion joint details

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r03_expansion_joint_details
Original
p04_r03 expansion joint details
{
  "view": "Detail",
  "objects": [
    {
      "name": "Preformed silicone joint seal",
      "tag": "*",
      "shape": "profiled",
      "material": "silicone",
      "count": 1,
      "note": "Installed in the joint opening."
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "irregular side strips",
      "material": "silicone",
      "count": 2,
      "note": "Shown on both sides of the joint seal."
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched material below the joint seal."
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8″",
      "unit": "in.",
      "appliesTo": "Preformed silicone joint seal"
    },
    {
      "label": "Vertical dimension",
      "value": "1/2″",
      "unit": "in.",
      "appliesTo": "Joint detail"
    },
    {
      "label": "Radius",
      "value": "1/4″ R",
      "unit": "in.",
      "appliesTo": "Joint edge"
    }
  ],
  "notes": [
    "* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "XPANSION JOINT DETAILS",
    "END BENTS 1 AND 4"
  ],
  "description": "This crop shows a cross-sectional expansion-joint detail between two adjacent vertical joint faces. It documents a preformed silicone joint seal with silicone adhesive and filler material beneath the seal; the title and lower applicability label are partially cropped."
}

p04_r03 expansion joint details

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r03_expansion_joint_details

Detail3 objects · 3 measurements · 2 notes · 2 labels

This crop shows a cross-sectional expansion-joint detail between two adjacent vertical joint faces. It documents a preformed silicone joint seal with silicone adhesive and filler material beneath the seal; the title and lower applicability label are partially cropped.

Objects · 3

MarkObjectNo.ShapeMaterialNote
*Preformed silicone joint seal1profiledsiliconeInstalled in the joint opening.
Silicone adhesive2irregular side stripssiliconeShown on both sides of the joint seal.
Filler material1rectangularHatched material below the joint seal.

Measurements · 3

MeasurementValueUnitApplies to
Joint opening width1 3/8″in.Preformed silicone joint seal
Vertical dimension1/2″in.Joint detail
Radius1/4″ Rin.Joint edge

Labels

XPANSION JOINT DETAILSEND BENTS 1 AND 4

Notes

  • * PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS

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crop · 1031 × 264

p04_r04 notes

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r04_notes
Original
p04_r04 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block. It provides a reference to beam sheets for diaphragm location and specifies that barrier and fence post dimensions are measured along the inside face of barrier."
}

p04_r04 notes

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r04_notes

Notes2 notes · 1 label

This crop is a notes block. It provides a reference to beam sheets for diaphragm location and specifies that barrier and fence post dimensions are measured along the inside face of barrier.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

NOTES:

Notes

  • 1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.
  • 2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.

openai/gpt-5.6-terra-pro · 6821 tokens · 5.2s

crop · 2684 × 478

p04_r05 superstructure quantities

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r05_superstructure_quantities
Original
p04_r05 superstructure quantities
{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class “D”",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed as a lump-sum superstructure quantity."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed as a lump-sum superstructure quantity."
    }
  ],
  "measurements": [
    {
      "label": "Left Bridge Span 1 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 2 superstructure concrete, Class “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 3 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Total superstructure concrete, Class “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 1 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 2 superstructure concrete, Class “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 3 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Total superstructure concrete, Class “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 1 superstructure reinforcing steel",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Span 2 superstructure reinforcing steel",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Span 3 superstructure reinforcing steel",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Total superstructure reinforcing steel",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 1 superstructure reinforcing steel",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 2 superstructure reinforcing steel",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 3 superstructure reinforcing steel",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Total superstructure reinforcing steel",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges, each divided into Spans 1 through 3 and a total. It documents lump-sum quantities for Class “D” superstructure concrete and superstructure reinforcing steel."
}

p04_r05 superstructure quantities

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r05_superstructure_quantities

Table2 objects · 16 measurements · 8 labels

This crop is a superstructure quantities table for left and right bridges, each divided into Spans 1 through 3 and a total. It documents lump-sum quantities for Class “D” superstructure concrete and superstructure reinforcing steel.

Objects · 2

ObjectMaterialNote
Superstructure concrete, Class “D”concreteListed as a lump-sum superstructure quantity.
Superstructure reinforcing steelreinforcing steelListed as a lump-sum superstructure quantity.

Measurements · 16

MeasurementValueUnitApplies to
Left Bridge Span 1 superstructure concrete, Class “D”75.0CYSuperstructure concrete, Class “D”
Left Bridge Span 2 superstructure concrete, Class “D”99.0CYSuperstructure concrete, Class “D”
Left Bridge Span 3 superstructure concrete, Class “D”75.0CYSuperstructure concrete, Class “D”
Left Bridge Total superstructure concrete, Class “D”249.0CYSuperstructure concrete, Class “D”
Right Bridge Span 1 superstructure concrete, Class “D”75.0CYSuperstructure concrete, Class “D”
Right Bridge Span 2 superstructure concrete, Class “D”99.0CYSuperstructure concrete, Class “D”
Right Bridge Span 3 superstructure concrete, Class “D”75.0CYSuperstructure concrete, Class “D”
Right Bridge Total superstructure concrete, Class “D”249.0CYSuperstructure concrete, Class “D”
Left Bridge Span 1 superstructure reinforcing steel20639LBSuperstructure reinforcing steel
Left Bridge Span 2 superstructure reinforcing steel28494LBSuperstructure reinforcing steel
Left Bridge Span 3 superstructure reinforcing steel20629LBSuperstructure reinforcing steel
Left Bridge Total superstructure reinforcing steel69762LBSuperstructure reinforcing steel
Right Bridge Span 1 superstructure reinforcing steel20629LBSuperstructure reinforcing steel
Right Bridge Span 2 superstructure reinforcing steel28494LBSuperstructure reinforcing steel
Right Bridge Span 3 superstructure reinforcing steel20639LBSuperstructure reinforcing steel
Right Bridge Total superstructure reinforcing steel69762LBSuperstructure reinforcing steel

Labels

SUPERSTRUCTURE QUANTITIESITEMLEFT BRIDGERIGHT BRIDGESPAN 1SPAN 2SPAN 3TOTAL

openai/gpt-5.6-terra-pro · 13069 tokens · 14.6s

crop · 1516 × 122

p04_r06 notes

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r06_notes
Original
p04_r06 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains two quantity-inclusion notes. It states that end post concrete and reinforcing steel are included with end span quantities, and that 600 bar quantities are included in Span 2."
}

p04_r06 notes

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r06_notesNotes

Notes2 notes

This crop contains two quantity-inclusion notes. It states that end post concrete and reinforcing steel are included with end span quantities, and that 600 bar quantities are included in Span 2.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.
  • 600 BAR QUANTITIES ARE INCLUDED IN SPAN 2.

openai/gpt-5.6-terra-pro · 7312 tokens · 11.5s

crop · 1945 × 1192

p04_r07 title block

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r07_title_block
Original
p04_r07 title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "⅛″ = 1′-0″",
      "unit": "",
      "appliesTo": "DECK PLAN - 1 OF 3"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. 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",
    "DECK PLAN - 1 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DATE",
    "REVISIONS",
    "DRAWING NO.",
    "35-0004",
    "BRIDGE SHEET",
    "4 OF 21",
    "BY",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0004.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNNA SASTRY"
  ],
  "description": "This crop is the bridge drawing title block for Bridge Sheet 4 of 21. It identifies the sheet as “DECK PLAN - 1 OF 3” for SR 21 @ NS #620272Y in Jenkins County, with Georgia Department of Transportation and designer information."
}

p04_r07 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r07_title_block

Title Block1 measurement · 1 note · 39 labels

This crop is the bridge drawing title block for Bridge Sheet 4 of 21. It identifies the sheet as “DECK PLAN - 1 OF 3” for SR 21 @ NS #620272Y in Jenkins County, with Georgia Department of Transportation and designer information.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueApplies to
Scale⅛″ = 1′-0″DECK PLAN - 1 OF 3

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESDECK PLAN - 1 OF 3SR 21 @ NS #620272YJENKINS COUNTY0019181DATEREVISIONSDRAWING NO.35-0004BRIDGE SHEET4 OF 21BYAPRIL 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPD1 INCH WHEN PRINTED FULL SIZE0019181_0004.dgnGEORGIA REGISTERED PROFESSIONAL ENGINEERNo.19371ARUNNA SASTRY

Notes

  • (UNLESS OTHERWISE NOTED)

openai/gpt-5.6-terra-pro · 15834 tokens · 9.5s

item · 2929 × 3711

Other P04 R01

page 4 · other_p04_r01
Original
Other P04 R01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are visible, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each deck footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callouts identify 3'-0\" endwalls outside exterior beams and 1'-6\" endwalls."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "*; **; END POST",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Posts and end posts are indicated along the deck edges; spacing dimensions are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two 400A callouts are visible."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "upper deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "6'-8⅓?\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck skew length",
      "value": "52'-2⅓?\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL WESTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL EASTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN I",
    "DECK PLAN",
    "I2-502A",
    "I2-502B",
    "I2-502C"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed bridge deck footprints on opposite sides of CONSTRUCTION ℄ SR 21. The upper footprint is associated with PGL WESTBOUND and Beams 1 through 6; the lower footprint is associated with PGL EASTBOUND and Beams 7 through 12. The plan documents deck widths, skew geometry, beam layout, diaphragm callouts, endwalls, edgebeams, paving rests, and fence-post spacing."
}

Other P04 R01

done

other_p04_r01

Plan8 objects · 69 measurements · 7 notes · 10 labels

This crop is a deck plan for Span I, showing two skewed bridge deck footprints on opposite sides of CONSTRUCTION ℄ SR 21. The upper footprint is associated with PGL WESTBOUND and Beams 1 through 6; the lower footprint is associated with PGL EASTBOUND and Beams 7 through 12. The plan documents deck widths, skew geometry, beam layout, diaphragm callouts, endwalls, edgebeams, paving rests, and fence-post spacing.

Objects · 8

MarkObjectNo.ShapeMaterialNote
bridge deck2skewed rectangularTwo adjacent deck-plan footprints are visible, identified by PGL WESTBOUND and PGL EASTBOUND.
℄ BEAM 1 through ℄ BEAM 12beam12Six beam centerlines are shown in each deck footprint.
endwall4Callouts identify 3'-0" endwalls outside exterior beams and 1'-6" endwalls.
edgebeam2Called out as 1'-0" EDGEBEAM, TYP.
concrete diaphragmrectangularconcreteCalled out as 10" CONCRETE DIAPHRAGM, TYP.
paving rest2Called out as 12" PAVING REST.
*; **; END POSTfence postPosts and end posts are indicated along the deck edges; spacing dimensions are shown.
400Areinforcement bar2linearTwo 400A callouts are visible.

Measurements · 69

MeasurementValueApplies to
overall deck width, upper deck55'-0"bridge deck
deck-width division, upper deck18'-4"bridge deck
deck-width division, upper deck18'-4"bridge deck
deck-width division, upper deck18'-4"bridge deck
upper deck edge offset1'-0"bridge deck
upper fence-post spacing9'-6"fence post
upper fence-post spacing9'-6"fence post
upper fence-post spacing9'-6"fence post
upper fence-post spacing9'-6"fence post
upper fence-post spacing9'-6"fence post
upper fence-post spacing6'-6"fence post
upper fence-post offset at right5'-0"fence post
upper fence-post offset at right5'-0"fence post
upper deck gutter-to-gutter width40'-0"bridge deck
upper deck out-to-out width43'-7"bridge deck
upper deck gutter edge offset1'-9½"bridge deck
upper deck gutter edge offset1'-9½"bridge deck
endwall outside exterior beam3'-0"endwall
fillet8"endwall
concrete diaphragm thickness10"concrete diaphragm
paving rest12"paving rest
edgebeam width1'-0"edgebeam
endwall1'-6"endwall
upper deck skew angle81°-20'-05.0"bridge deck
upper deck end-post offset4'-3"fence post
upper deck fence-post spacing8'-9"fence post
upper deck fence-post spacing8'-9"fence post
upper deck fence-post spacing8'-0"fence post
upper deck fence-post spacing9'-6"fence post
upper deck fence-post spacing9'-6"fence post
upper deck fence-post spacing6'-8⅓?"fence post
upper deck offset1'-0"bridge deck
upper deck transverse division17'-4⅚"bridge deck
upper deck transverse division17'-5¼"bridge deck
upper deck transverse division17'-5¼"bridge deck
upper deck skew length52'-2⅓?"bridge deck
distance from CONSTRUCTION ℄ SR 21 to PGL WESTBOUND22'-0"bridge deck
bearingN 83°-43'-21.7" Ebridge deck
upper deck dimension51'-8⅜"bridge deck
upper deck transverse division17'-2³⁄₁₆"bridge deck
upper deck transverse division17'-2³⁄₁₆"bridge deck
upper deck transverse division17'-2¾"bridge deck
lower deck end-post offset4'-6"fence post
lower deck edge offset1'-0"bridge deck
lower deck fence-post spacing8'-9"fence post
lower deck fence-post spacing8'-9"fence post
lower deck fence-post spacing8'-0"fence post
lower deck fence-post spacing9'-6"fence post
lower deck fence-post spacing9'-6"fence post
lower deck fence-post spacing6'-2⅜"fence post
lower deck fence-post offset at right5'-0"fence post
lower deck fence-post offset at right5'-0"fence post
lower deck gutter-to-gutter width40'-0"bridge deck
lower deck out-to-out width43'-7"bridge deck
lower deck gutter edge offset1'-9½"bridge deck
lower deck gutter edge offset1'-9½"bridge deck
distance from CONSTRUCTION ℄ SR 21 to PGL EASTBOUND22'-0"bridge deck
lower deck skew angle81°-20'-05.0"bridge deck
overall deck width, lower deck55'-0"bridge deck
deck-width division, lower deck18'-4"bridge deck
deck-width division, lower deck18'-4"bridge deck
deck-width division, lower deck18'-4"bridge deck
lower deck edge offset1'-0"bridge deck
lower fence-post spacing9'-6"fence post
lower fence-post spacing9'-6"fence post
lower fence-post spacing9'-6"fence post
lower fence-post spacing9'-6"fence post
lower fence-post spacing9'-6"fence post
lower fence-post spacing6'-6"fence post

Labels

B.F.P.R. BENT 1PGL WESTBOUNDPGL EASTBOUNDCONSTRUCTION ℄ SR 21END POSTSPAN IDECK PLANI2-502AI2-502BI2-502C

Notes

  • 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • 8" FILLET, TYP.
  • 1'-0" EDGEBEAM, TYP.
  • 10" CONCRETE DIAPHRAGM, TYP.
  • 12" PAVING REST
  • 1'-6" ENDWALL
  • FENCE POST SPACING

openai/gpt-5.6-terra-pro · 35686 tokens · 60.2s

2Map the items100 items · 1338 readings · 50 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 11¢ at the last run’s size · default

One set of distinct items across every page. The same bent read as “BENT”, “Interior bent” and “Bent No. 2” is one item here, carrying every page and crop it was seen in. One model call over all of step 1’s readings; the page mapping is resolved from its grouping rather than retyped by it.

100 items from 1338 readings · 6 the model left out, matched by name · 100 new.

100items1338readings50on 2+ pages40,739tokens in11,832tokens out
Reinforcing Barmaterial×7987 · bar · reinforcing steelp2, p4, p5, p7, p8, p9, p10, p11, p13, p14, p15, p16, p17, p19, p20, p21104 crops
Reinforcing Bar

also calledBar reinforcing steelSuperstructure reinforcing steelreinforcing steelReinforcementreinforcement barreinforcementMain slab reinforcementreinforcement barsmain slab reinforcement barsslab reinforcementbeam reinforcementplain barreinforcement / callout itemReinforcement barsreinforcement bar groupReinforcement barlongitudinal reinforcement barreinforcing barsreinforcement bar setreinforcing bar set+5 more

marks400A400B400C*500B400 BARS2-60050230-400A500A5016-400A14-400A58-600507A402A403AI-509I-508I-802I-801+207 more

Bentsubstructure×86 · straight transverse line · concretep1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p2036 crops
Bent

also calledbridge bentbent columnsconcrete intermediate bentsintermediate bentBent locationB.F.P.R. bentintermediate bentsreinforced concrete bent memberBridge bent plan layout

marksBENT 2LBENT 3LBENT 2RBENT 3RBENT 1BENT 2BENT 3BENT 4B.F.P.R. BENT 1B.F.P.R. BENT 4BENT 1LBENT 4LBENT 1RBENT 4RBENTS 2BRIDGE LEFT BENT 1 RIGHTBRIDGE LEFT BENT 3 LEFTBRIDGE RIGHT BENT 2 RIGHTBRIDGE RIGHT BENT 4 RIGHTB.F.P.R. BENT 1L+26 more

Beamsuperstructure×218 · I-girder · precast concretep2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p1864 crops
Beam

also calledPSC beams, AASHTO Type IIPSC beams, AASHTO Type IIIAASHTO Type III PSC beam spanAASHTO Type II PSC beam spansAASHTO Type II PSC beam spanBeamsbeamsgirdersI-girderprestressed concrete beamsbeam endsbridge beamsgirderprestressed concrete beambeam sectionprestressed beam

marks℄ BEAM 1 through ℄ BEAM 12℄ BEAM 1-12BEAM 1 through BEAM 12℄ BEAM 1–℄ BEAM 6CL BEAM 1–CL BEAM 6℄ BEAM 1–6BEAM 1 through BEAM 6℄ BEAMC BEAM 1 through C BEAM 12℄ BEAM 7–12℄ BEAM 1 through ℄ BEAM 6℄ BEAM 7 through ℄ BEAM 12BEAM 1–BEAM 12

Steel H-pilefoundation×352 · H-section · steelp1, p2, p13, p14, p15, p16, p17, p1853 crops
Steel H-pile

also calledpileSteel H-pilessteel H pile end bentspilesPilessteel H-pile end bentH-pilePilepile location

marksHP 12 X 53H-PILE℄ PILEPILE NO. 1–121-12PILE NO. 1-121 LEFT1 RIGHT1–12

Deck Slabdeck×28 · sloped slab with overhangs · reinforced concretep4, p5, p6, p7, p8, p9, p10, p1131 crops
Deck Slab

also calledBridge deck slabsbridge deckslabDeckdeckBridge deckbridge deck slab

marksSPAN 2SPAN 3

Smooth Dowel Bardeck×2 · circular bar · ASTM A709 Grade 50p2, p10, p11, p12, p13, p14, p15, p1710 crops
Smooth Dowel Bar

also calledSmooth dowel barssmooth dowelSmooth dowelsmooth dowelsSmooth dowels

Bent Capsubstructure×26 · rectangular · reinforced concretep7, p9, p13, p14, p15, p16, p1719 crops
Bent Cap

also calledcap beamsupport capcap

marksBENT 1CAPBENT 2 LEFT; BENT 2 RIGHTC BENTBENT 3 LEFT / BENT 3 RIGHTBENT 3BENT 3 LEFTBENT 3 RIGHTBENT 4 LEFTBENT 4 RIGHT

Concrete Barrierrailing×24 · tapered/trapezoidal · concretep2, p4, p5, p7, p8, p920 crops
Concrete Barrier

also calledbarrier transitionbarrierBarrieredge barrier / parapetbarrier/parapetparapet / barrierparapet/barrieredge barriersbarrier walledge barrier

Construction Jointother×8 · skewed linep5, p7, p8, p9, p14, p1513 crops
Construction Joint

also calledB.F.P.R. or construction joint

marksCONST. JT.

Endwallsubstructure×22 · rectangular vertical · reinforced concretep1, p4, p6, p8, p12, p1312 crops
Endwall

also calledend bent / wallEndwallsend wall

marksB.F.P.R. BENT 1B.F.P.R. BENT 4

Footingfoundation×54 · rectangular · reinforced concretep2, p14, p15, p16, p1824 crops
Footing

also calledFootings

marksBENT 3BENT 2FOOTING 1FOOTING 2FOOTING 3FOOTING 4FOOTING 1–FOOTING 4

Columnsubstructure×24 · rectangular · reinforced concretep13, p14, p15, p16, p1713 crops
Column

also calledvertical support membersvertical member

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1℄ COLUMN 2COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4℄ COLUMN

Edge Beamsuperstructure×27 · longitudinal edge member · concretep4, p5, p6, p7, p914 crops
Edge Beam

also calledEdgebeamsedgebeamEdgebeamedge beam formsedge beam / concrete member portions

Preformed Joint Fillerother×8 · strip · foamp4, p5, p8, p9, p1212 crops
Preformed Joint Filler

also calledFiller materialfiller materialpreformed foam joint filler

marks*

Concrete Diaphragmsuperstructure×16 · rectangular · concretep4, p5, p6, p7, p910 crops
Concrete Diaphragm

also calledConcrete diaphragms

Bearingsuperstructure×29 · bearing symbolp1, p8, p11, p14, p167 crops
Bearing

also calledexpansion bearingfixed bearing

marksEXP.FIX℄ BEARING

Beam Centerlineother×72 · linep13, p14, p15, p17, p186 crops
Beam Centerline

also calledBeam centerline locationsbeam centerline locations

marksC BEAM 1 through C BEAM 12C BEAM 1–6C BEAM 7–12C BEAM 1–C BEAM 12℄ BEAM 1 through ℄ BEAM 12BEAM 1–6BEAM 7–12℄ BEAM 1–12

  • p13p13_r01 title block“beam centerline” · C BEAM 1 through C BEAM 12 · ×12
  • p14p14_r01“beam centerline” · C BEAM 1–6 · ×6p14_r01“beam centerline” · C BEAM 7–12 · ×6
  • p15p15_r01“beam centerline” · C BEAM 1–C BEAM 12 · ×12
  • p17p17_r01 title block“Beam centerline locations” · ℄ BEAM 1 through ℄ BEAM 12 · ×12p17_r01“beam centerline locations” · BEAM 1–6 · ×6p17_r01“beam centerline locations” · BEAM 7–12 · ×6
  • p18p18_r01 footing 3“beam centerline” · ℄ BEAM 1–12 · ×12
Chain Link Fenceancillary×9 · mesh panel · zinc coated chain link wirep1, p2, p7, p813 crops
Chain Link Fence

also calledChain link wire fencechain link wire fencefencezinc coated chain link security fencechain link security fence

Fence Postancillary×4 · circular plan symbol · zinc coatedp4, p5, p6, p810 crops
Fence Post

also calledFence postsend postfence postspull post

marksEND POST*; **; END POST* / ** / END POST

Bearing Padsuperstructure×6 · rectangularp7, p8, p9, p129 crops
Bearing Pad

also calledbearing pads

Dowel Holedeck×8 · circularp13, p14, p15, p176 crops
Dowel Hole

also calledformed dowel holeDowel holesdowel-bar holesmooth dowel bar holeDowel-bar holeSmooth dowel hole

Rectangular Structural Memberother×20 · rectangularp13, p16, p1717 crops
Rectangular Structural Member

also calledconnecting elementrectangular block at wallcentral supporting membercontinuous stepped wall/beamrectangular member outlineRectangular memberrectangular memberStructural member outlinehorizontal reinforced-concrete membervertical end memberhorizontal structural memberconnecting membercentral vertical memberlongitudinal rectangular memberlongitudinal pile-supported member

Reinforced Concrete Membersubstructure×19 · rectangular · reinforced concretep13, p16, p1718 crops
Reinforced Concrete Member

also calledend vertical concrete elementsconcrete memberreinforced concrete sectionrectangular reinforced-concrete memberrectangular concrete memberConcrete memberrectangular reinforced-concrete elementRectangular concrete member

Wallsubstructure×16 · skewed straightp1, p13, p1711 crops
Wall

marksWALL 1WALL 2WALL NO. 1WALL NO. 2

Triangular Drip Beaddeck×1 · triangularp7, p8, p96 crops
Triangular Drip Bead
Bearing Centerlineother×4 · linep14, p15, p163 crops
Bearing Centerline

marksC BEARING℄ BRNG.

Draped Prestressing Strandsuperstructure×104 · draped · prestressing steelp10, p1112 crops
Draped Prestressing Strand

also calleddraped strandsprestressed strandsPretension strandsPrestressing strandsprestressing strandsprestressed strandpretension stranddraped prestressing strands

marks8 - DRAPED STRANDS

Existing Railroad Trackancillary×14 · parallel linear tracksp1, p39 crops
Existing Railroad Track

also calledexisting trackCentral of Georgia Railroad Company existing tracktracktrack centerlineExisting railroad track alignment

marks℄ TRACK℄ EXIST. TRACK

Future Railroad Trackancillary×14 · dashed alignmentp1, p37 crops
Future Railroad Track

also calledFuture trackfuture track centerlinefuture track

marks℄ FUTURE TRACK

Diaphragm Barsuperstructure×4 · threaded straight bar · ASTM A 709 Grade 36p10, p116 crops
Diaphragm Bar
Holeother×3 · circularp10, p116 crops
Hole

also calledformed holes

Paving Restpavement×10 · rectangularp4, p66 crops
Paving Rest

also calledPaving rests

Future Access Roadancillary×12 · dashed alignmentp1, p35 crops
Future Access Road

also calledaccess road

marks℄ ACCESS RD.

Silicone Sealantmaterial×7 · recessed joint seal · siliconep4, p94 crops
Silicone Sealant

also calledSilicone adhesivesilicone adhesivejoint sealer

Deck Filletdeck×4 · linear filletp5, p64 crops
Deck Fillet

also calledFilletfillet

Diaphragm Bar Holesuperstructure×8 · circularp10, p114 crops
Diaphragm Bar Hole
Hex Nutmaterial×2 · hexagonal · ASTM A 709 Grade 36p10, p114 crops
Hex Nut
Low Friction Type Hold Downsuperstructure×3 · linearp10, p114 crops
Low Friction Type Hold Down
Mechanical Couplermaterial×2 · rectangularp14, p154 crops
Mechanical Coupler
Pile Capfoundation×5 · rectangular · reinforced concretep1, p134 crops
Pile Cap

also calledpile cap / continuous cap beam

Reinforcing Tiematerial×1 · diagonal · reinforcing steelp16, p173 crops
Reinforcing Tie

also calleddiagonal reinforcement tie legsperimeter reinforcement tiereinforcement tiereinforcing tie/stirrup

marks621 OR 631620 OR 630#4 B14I

Washermaterial×3 · circularp10, p114 crops
Washer
Pick-upsuperstructurep10, p113 crops
Pick-up

also calledPick-upspick-ups

Pile Connection Reinforcement Barfoundation×4 · U-shapedp14, p153 crops
Pile Connection Reinforcement Bar

also calledpile connection reinforcementPile connection reinforcement

marks#8 BAR

  • p14p14_r02“pile connection reinforcement” · #8 BAR · ×2
  • p15p15_r02 title block“Pile connection reinforcement” · #8 BAR · ×2p15_r02“Pile connection reinforcement bar” · #8 BAR
Recessmatched by name×2 · circularp10, p113 crops
Recess
Roadway Alignmentancillary×3 · centerlinep3, p73 crops
Roadway Alignment

also calledSR 21 roadway alignmentcenterline

marksSR 21℄ SR 21/MILLEN BYPASS

Class AA Concretematerialconcretep14, p152 crops
Class AA Concrete
End Upstandsubstructure×4 · rectangular vertical upstand · reinforced concretep13, p172 crops
End Upstand
Epoxy Mortarmaterialepoxy mortarp10, p112 crops
Epoxy Mortar
Expansion Jointdeck×1 · vertical jointp2, p52 crops
Expansion Joint
Beveled Shim Platesuperstructure×4 · beveled plate · ASTM A709 Grade 36 steel, galvanizedp126 crops
Beveled Shim Plate

also calledBeveled shim platesbeveled shim plates

Bridge Superstructuresuperstructure×6 · continuous rectangular longitudinal memberp14 crops
Bridge Superstructure

also calledBridge deck/superstructure outlineBridge deck / superstructure outlinebridge deck/superstructure

marksLEFT BRIDGERIGHT BRIDGE

  • p1p01_r01 plan“Bridge deck/superstructure outline” · LEFT BRIDGE · ×1p01_r01 plan“Bridge deck/superstructure outline” · RIGHT BRIDGE · ×1p01_r07 plan“bridge superstructure” · ×1p01_r01“Bridge deck / superstructure outline” · LEFT BRIDGE · ×1p01_r01“Bridge deck / superstructure outline” · RIGHT BRIDGE · ×1p01_r07“bridge deck/superstructure” · ×1
Bridge Limitsother×4 · rectangular dashed outlinep32 crops
Bridge Limits

marksLEFT BRIDGERIGHT BRIDGE

Sealing Ribother×6 · rectangular perimeter ribp124 crops
Sealing Rib
Internal Platesuperstructure×14 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Internal Plate

also calledinternal plate(s)internal plates

Load Platesuperstructure×4 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Load Plate

also calledload plates

Proposed Vertical Curveancillary×3 · crest vertical curvep12 crops
Proposed Vertical Curve

marksSR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp22 crops
Approach Slab
End Post And Guardrail Attachment Detailancillary×8p22 crops
End Post And Guardrail Attachment Detail
Endfillearthwork×2 · sloped, stepped profilep12 crops
Endfill
Endfill Control Pointother×2 · pointp12 crops
Endfill Control Point
Epoxy Groutmaterialapproved epoxy groutp102 crops
Epoxy Grout
Fence Railancillarycircular pipe · zinc coatedp82 crops
Fence Rail
Foundation Backfill Material Type IIearthworkp22 crops
Foundation Backfill Material Type II

also calledfoundation backfill material

marksTYPE II

  • p2p02_r09 notes“foundation backfill material” · TYPE IIp02_r01“Foundation backfill material, Type II”
Galvanized Nailmaterialgalvanizedp52 crops
Galvanized Nail

also calledgalvanized nailsGalvanized nails

marks10d

Galvanized Pipe Sleeveancillarycircular sleeve · galvanizedp82 crops
Galvanized Pipe Sleeve

also calledpipe sleeve

High Railancillary×2 · horizontal linep12 crops
High Rail

marksTOP OF HIGH RAIL

  • p1p01_r03“high rail” · ×1p01_r05“high rail” · TOP OF HIGH RAIL · ×1
Low Modulus Silicone Sealantmaterialnarrow joint seal · siliconep52 crops
Low Modulus Silicone Sealant

marksTYPE A

MSE Wall Abutmentsubstructure×2p22 crops
MSE Wall Abutment

also calledMSE wall abutments

Preformed Silicone Joint Sealmaterial×2 · profiled · siliconep42 crops
Preformed Silicone Joint Seal

marks*

Reinforcement Layout Boundaryother×2 · stepped rectangularp162 crops
Reinforcement Layout Boundary

also calledrectangular reinforcement layout

  • p16p16_r07“reinforcement layout boundary” · ×1p16_r10“rectangular reinforcement layout” · ×1
Steel Diaphragmsuperstructuresteelp22 crops
Steel Diaphragm

also calledSteel diaphragms

Superstructure Concrete Class Dmaterialconcretep42 crops
Superstructure Concrete Class D
Temporary Shoringancillary×1 · linearp12 crops
Temporary Shoring
Truss Bracingancillarydiagonal pipe · zinc coatedp82 crops
Truss Bracing
Waterproofingdeck×1 · layerp82 crops
Waterproofing
Abutment Soil Reinforcing Device Insertsubstructurep21 crop
Abutment Soil Reinforcing Device Insert

also calledAbutment soil reinforcing device inserts

  • p2p02_r01“Abutment soil reinforcing device inserts”
Bearing Pad Holesuperstructure×1 · circularp121 crop
Bearing Pad Hole
Bridge Excavationearthworkp21 crop
Bridge Excavation

also calledBridge excavation, grade separation

  • p2p02_r01“Bridge excavation, grade separation”
Chamferotherchamfered edgep51 crop
Chamfer
Construction Clearance Envelopeother×1 · rectangularp11 crop
Construction Clearance Envelope
  • p1p01_r05“construction clearance envelope” · ×1
cross-section profile linematched by name×8 · irregular dashed/solid horizontal profilep31 crop
cross-section profile line
end upright wall/postmatched by name×2 · rectangularp131 crop
end upright wall/post
  • p13p13_r03“end upright wall/post” · ×2
end vertical blockmatched by name×2 · rectangularp171 crop
end vertical block
  • p17p17_r02“end vertical block” · ×2
end vertical membermatched by name×2 · rectangularp171 crop
end vertical member
Existing Railroad Right-Of-Way Limitsancillary×16 · vertical dashed linesp31 crop
Existing Railroad Right-Of-Way Limits
Exposed Concrete Edgesotherconcretep21 crop
Exposed Concrete Edges
Grooved Concretepavementconcretep21 crop
Grooved Concrete
Gutterdrainage×2 · linearp11 crop
Gutter
Pile Connectionfoundationp141 crop
Pile Connection
Point Of Vertical Intersectionancillary×1 · pointp11 crop
Point Of Vertical Intersection

marksPVI

Protective Platformancillaryp21 crop
Protective Platform

also calledProtective platforms

Shim Plate Holesuperstructure×1 · circularp121 crop
Shim Plate Hole
Slotsuperstructurerectangularp101 crop
Slot
Spansuperstructurep201 crop
Span

marksSPAN 2 RIGHT

Special Protective Coatingmaterialp101 crop
Special Protective Coating

marksNO. 2 P

  • p10p10_r08“Special protective coating” · NO. 2 P
Superstructure concretematched by nameconcretep21 crop
Superstructure concrete
  • p2p02_r01“Superstructure concrete”
Tension Barancillaryflat bar · zinc coatedp81 crop
Tension Bar
Tension Bar Bandancillarybandp81 crop
Tension Bar Band

also calledtension bar bands

Unidentified Partial Outlined Elementother×1 · tapered quadrilateralp71 crop
Unidentified Partial Outlined Element
  • p7p07_r02“unidentified partial outlined element” · ×1
3Match the ontology35 of 100 matched · 2 to check · 65 unmatchedconfigured openai/gpt-5.6-terra-pro · about $3.48 for a full pass · default

Every item from step 2 compared against the project’s engineering ontology, and then, for each one that lands in a class, a take-off of what that class asks for. The class list goes up as a closed vocabulary, so regional wording resolves without a synonym table — BENT to a pier system, PSC BEAM to a prestressed girder. Any class id that is not in the ontology is rejected rather than stored. The take-off reads every crop behind an item, derives what the drawings imply, shows its arithmetic, and says plainly when a number is not there. Matching against bridge v1.0.0, 133 classes.

35% of items placed. The 65 below fit no class — add one to the ontology and match again.

33matched2to check65unmatched35% covered50values70gaps2,833,309tokens in107,196tokens out

⚠ 65 items the bridge ontology has no class forAdd a class

  • Smooth Dowel Barp2, p10, p11, p12, p13, p14, p15, p17 · 10 crops · ×2The ontology would need a smooth dowel bar component class.
  • Construction Jointp5, p7, p8, p9, p14, p15 · 13 crops · ×8The ontology would need a construction joint component class.
  • Edge Beamp4, p5, p6, p7, p9 · 14 crops · ×27The ontology would need an edge beam component class.
  • Preformed Joint Fillerp4, p5, p8, p9, p12 · 12 crops · ×8The ontology would need a preformed joint filler material class.
  • Beam Centerlinep13, p14, p15, p17, p18 · 6 crops · ×72The ontology would need a beam centerline reference class.
  • Chain Link Fencep1, p2, p7, p8 · 13 crops · ×9The ontology would need a chain-link fence component class.
  • Fence Postp4, p5, p6, p8 · 10 crops · ×4The ontology would need a fence post component class.
  • Bearing Padp7, p8, p9, p12 · 9 crops · ×6The ontology would need a bearing pad component class.
  • Dowel Holep13, p14, p15, p17 · 6 crops · ×8The ontology would need a dowel hole component class.
  • Reinforced Concrete Memberp13, p16, p17 · 18 crops · ×19The item does not identify a specific bridge component; the ontology would need a generic reinforced-concrete member class.
  • Rectangular Structural Memberp13, p16, p17 · 17 crops · ×20The item is too generic; the ontology would need a generic reinforced-concrete structural member class.
  • Wallp1, p13, p17 · 11 crops · ×16The ontology would need a generic structural wall component class.
  • Triangular Drip Beadp7, p8, p9 · 6 crops · ×1The ontology would need a deck drip bead component class.
  • Bearing Centerlinep14, p15, p16 · 3 crops · ×4The ontology would need a bearing centerline reference class.
  • Diaphragm Barp10, p11 · 6 crops · ×4The ontology would need a diaphragm bar component class.
  • Holep10, p11 · 6 crops · ×3The ontology would need a generic formed hole component class.
  • Paving Restp4, p6 · 6 crops · ×10The ontology would need a paving rest component class.
  • Deck Filletp5, p6 · 4 crops · ×4The ontology would need a deck fillet component class.
  • Diaphragm Bar Holep10, p11 · 4 crops · ×8The ontology would need a diaphragm bar hole component class.
  • Hex Nutp10, p11 · 4 crops · ×2The ontology would need a structural nut component class.
  • Low Friction Type Hold Downp10, p11 · 4 crops · ×3The ontology would need a low-friction hold-down device component class.
  • Mechanical Couplerp14, p15 · 4 crops · ×2The ontology would need a mechanical reinforcing-bar coupler component class.
  • Silicone Sealantp4, p9 · 4 crops · ×7The ontology would need a silicone joint sealant material class.
  • Washerp10, p11 · 4 crops · ×3The ontology would need a structural washer component class.
  • Pick-upp10, p11 · 3 cropsThe ontology would need a precast-member lifting pickup component class.
  • Recessp10, p11 · 3 crops · ×2The ontology would need a structural recess component class.
  • Class AA Concretep14, p15 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • End Upstandp13, p17 · 2 crops · ×4The ontology would need an end upstand component class.
  • Epoxy Mortarp10, p11 · 2 cropsThe ontology would need an epoxy mortar material class.
  • Beveled Shim Platep12 · 6 crops · ×4The ontology would need a shim plate component class.
  • Sealing Ribp12 · 4 crops · ×6The ontology would need a sealing rib component class.
  • Internal Platep12 · 3 crops · ×14The ontology would need an internal structural plate component class.
  • Load Platep12 · 3 crops · ×4The ontology would need a load plate component class.
  • Bridge Limitsp3 · 2 crops · ×4The ontology would need a bridge limits reference-boundary class.
  • End Post And Guardrail Attachment Detailp2 · 2 crops · ×8The ontology would need a guardrail attachment component class.
  • Endfill Control Pointp1 · 2 crops · ×2The ontology would need an endfill control-point reference class.
  • Epoxy Groutp10 · 2 cropsThe ontology would need an epoxy grout material class.
  • Fence Railp8 · 2 cropsThe ontology would need a fence rail component class.
  • Galvanized Nailp5 · 2 cropsThe ontology would need a galvanized nail material/component class.
  • Galvanized Pipe Sleevep8 · 2 cropsThe ontology would need a pipe sleeve component class.
  • High Railp1 · 2 crops · ×2The ontology would need a high-rail fence component class.
  • Low Modulus Silicone Sealantp5 · 2 cropsThe ontology would need a low-modulus silicone sealant material class.
  • Preformed Silicone Joint Sealp4 · 2 crops · ×2The ontology would need a preformed silicone joint seal component class.
  • Reinforcement Layout Boundaryp16 · 2 crops · ×2The ontology would need a reinforcement layout boundary reference class.
  • Superstructure Concrete Class Dp4 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • Truss Bracingp8 · 2 cropsThe ontology would need a fence truss-bracing component class.
  • Abutment Soil Reinforcing Device Insertp2 · 1 cropThe ontology would need an abutment soil-reinforcing device insert component class.
  • Bearing Pad Holep12 · 1 crop · ×1The ontology would need a bearing pad hole component class.
  • Chamferp5 · 1 cropThe ontology would need a concrete chamfer feature class.
  • Construction Clearance Envelopep1 · 1 crop · ×1The ontology would need a construction clearance envelope reference class.
  • cross-section profile linep3 · 1 crop · ×8The ontology would need a cross-section profile reference-line class.
  • end upright wall/postp13 · 1 crop · ×2The ontology would need an end upright wall post component class.
  • end vertical blockp17 · 1 crop · ×2The ontology would need an end vertical block component class.
  • end vertical memberp17 · 1 crop · ×2The ontology would need an end vertical member component class.
  • Existing Railroad Right-Of-Way Limitsp3 · 1 crop · ×16The ontology would need a railroad right-of-way boundary reference class.
  • Exposed Concrete Edgesp2 · 1 cropThe ontology would need an exposed concrete edge finish class.
  • Gutterp1 · 1 crop · ×2The ontology would need a bridge gutter drainage component class.
  • Pile Connectionp14 · 1 cropThe ontology would need a pile connection component class.
  • Protective Platformp2 · 1 cropThe ontology would need a protective platform component class.
  • Shim Plate Holep12 · 1 crop · ×1The ontology would need a shim plate hole component class.
  • Slotp10 · 1 cropThe ontology would need a structural slot component class.
  • Superstructure concretep2 · 1 cropThe ontology would need a structural concrete material class.
  • Tension Barp8 · 1 cropThe ontology would need a fence tension bar component class.
  • Tension Bar Bandp8 · 1 cropThe ontology would need a tension bar band component class.
  • Unidentified Partial Outlined Elementp7 · 1 crop · ×1The item is unidentified and cannot be assigned to a defined ontology class.

superstructure9

  • Beam→Prestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderp2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p18 · 64 crops · ×2181 read · 1 derived · 2 gapson “PSC beams”
  • Deck Slab→Deck Slabbridge.superstructure.deck_system.deck_slabp4, p5, p6, p7, p8, p9, p10, p11 · 31 crops · ×282 read · 1 derived · 2 gapson “Deck Slab”
  • Concrete Diaphragm→Diaphragmbridge.superstructure.secondary_member_system.diaphragmp4, p5, p6, p7, p9 · 10 crops · ×161 read · 4 gapson “Concrete diaphragms”
  • Bearing→Bridge Bearing Systemgroupingbridge.superstructure.bearing_systemp1, p8, p11, p14, p16 · 7 crops · ×29on “bearing”
  • Expansion Joint→Expansion Joint Systemgroupingbridge.superstructure.expansion_joint_systemp2, p5 · 2 crops · ×1on “Expansion Joint”
  • Bridge Superstructure→Bridge Superstructuregroupingbridge.superstructurep1 · 4 crops · ×6on “Bridge Superstructure”
  • Steel Diaphragm→Diaphragmbridge.superstructure.secondary_member_system.diaphragmp2 · 2 crops1 read · 4 gapson “Steel diaphragms”
  • Waterproofing→Deck Waterproofingbridge.superstructure.deck_system.waterproofingp8 · 2 crops · ×11 read · 3 gapson “Waterproofing”
  • Grooved Concretecheck→Wearing Coursebridge.superstructure.deck_system.wearing_coursep2 · 1 crop1 read · 3 gapson “Grooved Concrete”

alignment system7

ancillary system6

approach earthwork system5

substructure4

  • Bent→Pier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p20 · 36 crops · ×86on “Bent”
  • Bent Cap→Pier Capbridge.substructure.pier_system.pier_capp7, p9, p13, p14, p15, p16, p17 · 19 crops · ×263 read · 1 derived · 1 gapon “Bent Cap”
  • Endwallcheck→Abutment Systemgroupingbridge.substructure.abutment_systemp1, p4, p6, p8, p12, p13 · 12 crops · ×22on “end bent / wall”
  • Column→Rectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularp13, p14, p15, p16, p17 · 13 crops · ×242 read · 1 derived · 2 gapson “COLUMN”

foundation system3

  • Steel H-pile→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp1, p2, p13, p14, p15, p16, p17, p18 · 53 crops · ×3521 read · 2 derived · 2 gapson “Steel H-piles”
  • Footing→Spread Footingbridge.foundation_system.shallow_foundation.spread_footingp2, p14, p15, p16, p18 · 24 crops · ×543 read · 1 derived · 2 gapson “Footings”
  • Pile Cap→Pile Capbridge.foundation_system.deep_foundation.pile_capp1, p13 · 4 crops · ×51 read · 1 derived · 4 gapson “pile cap”

construction system1

◈Index for the agent7010 points · 304 crops · 100 itemsopenai/text-embedding-3-small

Everything steps 1 and 2 know, written to the vector store for a chat agent to answer from. Cut fine — a point for each object, each measurement and each note, not one per crop — with the page, the crop and the drawing written into every one, so a retrieved number arrives with enough context to be an answer. The readings as a whole and step 2’s items are indexed too, for the questions that are about a drawing rather than a figure.

Re-runnable at any time: each point is keyed to the record it came from, so re-indexing replaces what changed, adds what is new, and drops what the drawings no longer support. Re-read a crop or correct one by hand, then press this.

7010 points indexed and up to date, 15 dropped last run.

7,010points stored7,010points ready304crops100items501,248tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_drawing-83a3db2262b94086918a1e232d2b9607.