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Steel H-pile

8 pages · 73 crops · ×382 · foundation

Matched toSteel H Pilebridge.foundation_system.deep_foundation.pile.steel_hon “Steel H-piles”

1 read off the drawings · 1 derived · 3 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe drawings state minimum tip elevations and explicitly note that erratic pile lengths can be expected, but no pile cut-off/top elevation paired with each tip elevation, nor any pile length schedule, is provided. Therefore an installed pile length cannot be established.not found
Cross-sectional AreaAwants m2/mm2not establishedThe pile designation is stated as HP 12 X 53, but the drawings provide no sectional-area value or H-pile section-property table from which area can be read or derived.not found
Instance CountNwants count72 countBent 1 Left: 6 piles + Bent 1 Right: 6 piles + Bent 2 Left: 12 piles + Bent 2 Right: 12 piles + Bent 3 Left: 12 piles + Bent 3 Right: 12 piles + Bent 4 Left: 6 piles + Bent 4 Right: 6 piles = 72 piles.The bent detail/schedule readings unambiguously establish six piles at each end-bent side and twelve piles at each intermediate-bent side. These are distinct pile layouts for Bents 1 through 4, left and right.derivedp13 · bent_1_leftp13 · bent_1_rightp18 · p18_r05 bent 2 leftp18 · p18_r13 bent 2 rightp18 · p18_r02 plan of bent3 left footing pile gridsp18 · p18_r16 plan of bent 3 right beams and footings 3 4p18 · p18_r10
Steel GradefyASTM A 709 Gr 50; fᵧ = 50,000 PSI -The general note specifies steel H-piles meeting ASTM A 709 Gr 50, and the design-data block directly gives Steel H-piles Grade 50 and fᵧ = 50,000 PSI.readp2 · p02_r02
MassMwants kg/tnot establishedHP 12 X 53 is specified, but the drawings do not state a pile mass in kg or t, nor do they establish pile lengths required to derive a total mass.not found

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

pileend bent pilepilesEnd bent pilesSteel H-pilessteel H-pilesPilesH-pilesEnd bent pilingIntermediate bent pilingH-pilePilepile or shaft symbolH-section pileHP 12 X 53H-PILE℄ PILEHP 12 x 531-121–121 LEFT2 LEFT2 RIGHT3 LEFT1, 2, 3, 4, 5, 67, 8, 9, 10, 11, 12PILE NO. 1-12

Every dimension read for it112

  • 2MINIMUM REQUIRED HORIZONTAL CLEARANCEnot attributedp1 · p01_r11
  • 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r12
  • TWO WEEKSVibration monitoring notice periodp2 · p02_r02
  • 24 HOURSMinimum pile freeze periodp2 · p02_r02
  • 30 LBS PER SQ FTFuture paving allowancenot attributedp2 · p02_r02
  • 50Steel H-piles gradep2 · p02_r02
  • 50,000 PSISteel H-piles yield strength, fᵧp2 · p02_r02
  • TWO WEEKSNotification timing prior to driving pilesp2 · p02_r24
  • 50Steel H-pile material gradep2 · p02_r02 general notes continued
  • 24 HOURSPile freeze durationp2 · p02_r02 general notes continued
  • 2Seismic performance zonenot attributedp2 · p02_r02 general notes continued
  • 0.142A_Snot attributedp2 · p02_r02 general notes continued
  • 0.155S_Dnot attributedp2 · p02_r02 general notes continued
  • 30 LBS PER SQ FTFuture paving allowancenot attributedp2 · p02_r02 general notes continued
  • 50,000 PSISteel H-pile yield strength, f_yp2 · p02_r02 general notes continued
  • 24 HOURSMinimum freeze periodp2 · p02_r03 long list of construction and material general notes
  • 2FTProtective coating extension below groundp2 · p02_r03 long list of construction and material general notes
  • 5FTProtective coating extension below groundp2 · p02_r03 long list of construction and material general notes
  • 2021 EDITIONGeorgia Standard Specifications editionnot attributedp2 · p02_r11 left column list of specification and construction notes
  • 2024Supplemental specifications yearnot attributedp2 · p02_r11 left column list of specification and construction notes
  • TWO WEEKSNotification/submittal period before driving pilesp2 · p02_r11 left column list of specification and construction notes
  • 2 FTCoating extension below ground for end bent pilingp2 · p02_r19 general notes continued
  • 5 FTCoating extension below ground for intermediate bent pilingp2 · p02_r19 general notes continued
  • TWO WEEKSAdvance notice before driving pilesp2 · p02_r03
  • 24 HOURSMinimum pile freeze periodp2 · p02_r03
  • 2FTCoating extent below ground for end bent pilingp2 · p02_r03
  • 5FTCoating extent below ground for intermediate bent pilingp2 · p02_r03
  • 2021Georgia Standard Specifications editionnot attributedp2 · p02_r11
  • 2024Supplemental specifications yearnot attributedp2 · p02_r11
  • 520.3.05.D.2Georgia DOT Specifications sub-sectionp2 · p02_r11
  • 2FT FTCoating extension below ground for end bent pilingp2 · p02_r19
  • 5FT FTCoating extension below ground for intermediate bent pilingp2 · p02_r19
  • 2 3/4”Typical dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 22'-0”Dimension aheadnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 3”Dowel-hole diameterp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 12”Dowel-hole depthp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 1 1/2”Smooth dowel diameterp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 4-#10Reinforcementp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 2-#12Reinforcementnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 188.03Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 188.10Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 184.75Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 184.96Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.13Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.30Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.47Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.62Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 189.00Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. EL. 189.11Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 10″, TYP.spacingp13 · p13_r03 elevation bent 1 left looking back
  • 326 KIPSDriving resistancep13 · p13_r10
  • 1'-0" TYP.footing pile offsetp14 · bent_2_left
  • 237 KIPSfactored axial loadp14 · bent_2_right
  • 1'-0", TYP.dimensionp14 · p14_r03 elevation of bent columns and footing left
  • 237 KIPSfactored axial loadp14 · p14_r04 elevation of bent columns and footing right
  • 237 KIPSmaximum factored axial loadp14 · p14_r08 pile driving load and tip elevation notes
  • HP 12 X 53pile section designationp14 · p14_r08 pile driving load and tip elevation notes
  • 365 KIPSdriving resistancep14 · p14_r08 pile driving load and tip elevation notes
  • ¼" = 1'-0"scalenot attributedp14 · p14_r08 pile driving load and tip elevation notes
  • 5"minimum distance from top of H-pile to hole centerlinep14 · p14_r06
  • 237 KIPSMaximum factored axial loadp14 · p14_r08
  • 365 KIPSDriving resistancep14 · p14_r08
  • 1'-0"Pile projection/embedding dimensionp15 · bent_3_left
  • 15°Anglenot attributedp15 · bent_3_left
  • 222 KIPSmaximum factored axial loadp15 · bent_3_right
  • 222 KIPSFactored axial loadp15 · p15_r03 elevation of bent 3 right columns and footing
  • HP 12 X 53Pile designationp15 · p15_r03 elevation of bent 3 right columns and footing
  • 342 KIPSDriving resistancep15 · p15_r03 elevation of bent 3 right columns and footing
  • 5” MIN.minimum vertical dimensionp15 · p15_r06 h pile to cap connection bar detail
  • 222 KIPSmaximum factored axial loadp15 · p15_r08 pile driving resistance and tip elevation notes
  • HP 12 X 53pile section designationp15 · p15_r08 pile driving resistance and tip elevation notes
  • 342 KIPSdriving resistancep15 · p15_r08 pile driving resistance and tip elevation notes
  • 115minimum tip elevation at Bent 3Lp15 · p15_r08 pile driving resistance and tip elevation notes
  • 114minimum tip elevation at Bent 3Rp15 · p15_r08 pile driving resistance and tip elevation notes
  • 1 INCHprinted scale statementnot attributedp15 · p15_r08 pile driving resistance and tip elevation notes
  • 222 KIPSmaximum factored axial loadp15 · p15_r08
  • 5'-3"horizontal pile spacingp16 · p16_r08 plan of pile footing layout for bent 3
  • 5'-3"horizontal pile spacingp16 · p16_r08 plan of pile footing layout for bent 3
  • 5'-3"vertical pile spacingp16 · p16_r08 plan of pile footing layout for bent 3
  • 5'-3"vertical pile spacingp16 · p16_r08 plan of pile footing layout for bent 3
  • 3/8" = 1'-0"scalenot attributedp16 · p16_r08 plan of pile footing layout for bent 3
  • 1'-3"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 4'-6"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 4'-6"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 1'-3"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 1'-3"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 4'-6"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 4'-6"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 1'-3"pile layout spacingp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 3/8" = 1'-0"scalenot attributedp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 10"pile offsetp17 · bent_4_left
  • 10"pile offsetp17 · bent_4_left
  • 7'-7 1/16"beam spacing in elevationp17 · bent_4_left
  • 22'-0"Plan offset dimensionnot attributedp17 · bent_4_right
  • 212 KIPSmaximum factored axial loadp17 · p17_r09
  • 326 KIPSdriving resistancep17 · p17_r09
  • EL. 188.39Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 188.45Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 189.36Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 189.44Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 182.96Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 183.96Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 6'-0" MIN.minimum distance from B.F.P.R. to wall/front referencenot attributedp17 · p17_r09 section through end bent cap wall and coping
  • 212 KIPSfactored axial loadp17 · p17_r09 section through end bent cap wall and coping
  • 326 KIPSpile driving resistancep17 · p17_r09 section through end bent cap wall and coping
  • 212 KIPSmaximum factored axial loadp17 · p17_r10 cross section of cap wall coping and piles
  • HP 12 X 53pile designationp17 · p17_r10 cross section of cap wall coping and piles
  • 212 KIPSmaximum factored axial loadp17 · p17_r14 pile design load and driving criteria notes
  • 326 KIPSdriving resistancep17 · p17_r14 pile design load and driving criteria notes
  • 212 KIPSMaximum factored axial loadp17 · p17_r14
  • HP 12 X 53Pile section designationp17 · p17_r14
  • 60 KIPSDriving resistancep17 · p17_r14

Notes on the sheets that carry it

  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO. 1
  • p1FRONT FACE OF WALL NO. 2
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
  • p11. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF RAILWAY COMPANY.
  • p12. END BENT PILES NOT SHOWN.
  • p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTIO [partial]
  • p1AND B.F.P.R. OR ℄ BENT.
  • p1ELEVATIONS ARE ALONG EASTBOUND AND WEST [partial]
  • p1PROFILE GRADE LINES AT THE INTERSECTION O [partial]
  • p1PROFILE GRADE LINES AND B.F.P.R. OR CENTER [partial]
  • p1*** 4. MEASURED ALONG ℄ SR 21.
  • p1⊛ 5. LEFT BRIDGE:
  • p1MINIMUM REQUIRED VERTICAL CLEARANCE = 23'
  • p1EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]
  • p1FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]
  • p1RIGHT BRIDGE:
  • p1⊛ ⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 2 [partial]
  • p1EL.151.00, TYP.
  • p1FUTURE GROUNDLINE
  • p1RAILWAY COMPANY. (partial)
  • p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.
  • p1ⓐ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1". RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7".
  • p1ⓐⓐ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".
  • p2VIBRATION 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.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE 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.
  • p2SMOOTH 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.
  • p2ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED...
  • p2DYNAMIC 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.
  • p2FILL 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.
  • p2VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT LEAST TWO WEEKS PRIOR TO DRIVING PILES. SEE GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV
  • p2SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GRADE 50.
  • p2SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.
  • p2ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL [partial; crop cuts off].
  • p2VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL-SUBMITTAL@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • p2STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM PREST CONCRETE.”

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

bridge_1

page 1 · bridge_1
Original
bridge_1
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

bridge_1Elevation

  • pileverticalVisible below both bent footings; exact count is unclear at this crop resolution.

192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation

crop

p01_r11

page 1 · design_notes_p01_r11
Original
p01_r11
{
  "view": "Notes",
  "objects": [
    {
      "name": "bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All bents are stated to be parallel to the railway company centerline."
    },
    {
      "name": "end bent pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical-clearance requirements and calculations are noted."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical-clearance requirements and calculations are noted."
    }
  ],
  "measurements": [
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'",
      "unit": "",
      "appliesTo": "left bridge"
    },
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'",
      "unit": "",
      "appliesTo": "right bridge"
    },
    {
      "label": "MINIMUM REQUIRED HORIZONTAL CLEARANCE",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTIO [partial]",
    "AND B.F.P.R. OR ℄ BENT.",
    "ELEVATIONS ARE ALONG EASTBOUND AND WEST [partial]",
    "PROFILE GRADE LINES AT THE INTERSECTION O [partial]",
    "PROFILE GRADE LINES AND B.F.P.R. OR CENTER [partial]",
    "*** 4. MEASURED ALONG ℄ SR 21.",
    "⊛ 5. LEFT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23'",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "RIGHT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23'",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "⊛ ⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 2 [partial]"
  ],
  "labels": [
    "NOTES",
    "SR 21",
    "B.F.P.R."
  ],
  "description": "This crop is a notes block for a bridge crossing associated with SR 21 and a railway company. It documents bent orientation, omitted end-bent piles, station and elevation reference conventions, bridge vertical-clearance requirements, and a partially visible horizontal-clearance requirement."
}

p01_r11Notes

  • end bent pileNot shown.

23' MINIMUM REQUIRED VERTICAL CLEARANCE23' MINIMUM REQUIRED VERTICAL CLEARANCE2 MINIMUM REQUIRED HORIZONTAL CLEARANCE

crop

p01_r08 elevation of bridge spans bents and wingwalls

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r08_elevation_of_bridge_spans_bents_and_wingwalls
Original
p01_r08 elevation of bridge spans bents and wingwalls
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1, BENT 2, BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 1 shown below."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 2 shown below; pile-supported foundation is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 3 shown below; pile-supported foundation is shown."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 4 shown below."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly shown below each of the two pile caps."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fence panels",
      "material": "",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearings",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearing callouts shown at the end supports and adjacent to BENT 3."
    },
    {
      "name": "bearings",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearing callouts shown adjacent to BENT 2."
    },
    {
      "name": "existing track centerline",
      "tag": "℄ EXISTING TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track centerline",
      "tag": "℄ FUTURE TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road centerline",
      "tag": "℄ FUTURE ACCESS ROAD",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "EL.151.00",
      "unit": "",
      "appliesTo": "groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL.151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "PGL.",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a four-support bridge with end B.F.P.R. bents and two intermediate pile-supported bents. The elevation documents the 55'-0\", 82'-0\", and 55'-0\" span arrangement, wall front faces, fence locations, bearing designations, track centerlines, and existing/future groundlines."
}

p01_r08 elevation of bridge spans bents and wingwallsElevation

  • piles×8verticalFour piles are visibly shown below each of the two pile caps.

192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation

crop

p01_r09 elevation of bridge spans bents and pile bents

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r09_elevation_of_bridge_spans_bents_and_pile_bents
Original
p01_r09 elevation of bridge spans bents and pile bents
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1 and B.F.P.R. BENT 4, with intermediate BENT 2 and BENT 3."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 1."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 2."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each of BENT 2 and BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 6,
      "note": "Three visible below each pile cap."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing condition shown at BENT 2."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 2 and BENT 3"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "EL.",
      "value": "151.00",
      "unit": "",
      "appliesTo": "TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION",
    "1",
    "2",
    "3",
    "4"
  ],
  "description": "This crop shows an elevation of a three-span bridge with end supports identified as B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and intermediate BENT 2 and BENT 3. It documents the overall and span lengths, bearing conditions, pile-supported intermediate bents, wall-front-face references, groundlines, track/access-road centerlines, and typical chain link wire fence."
}

p01_r09 elevation of bridge spans bents and pile bentsElevation

  • pile×6verticalThree visible below each pile cap.

192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.

crop

p01_r12

page 1 · general_notes_p01_r12
Original
p01_r12
{
  "view": "Notes",
  "objects": [
    {
      "name": "End bent piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-6\"",
      "unit": "",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-7\"",
      "unit": "",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Minimum required horizontal clearance",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "RAILWAY COMPANY. (partial)",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.",
    "*** 4. MEASURED ALONG ℄ SR 21.",
    "ⓐ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6\" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1\" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1\". RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6\" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6\" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7\".",
    "ⓐⓐ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0\"."
  ],
  "labels": [
    "LEFT BRIDGE:",
    "RIGHT BRIDGE:"
  ],
  "description": "This crop is a block of bridge-related general notes. It documents station and elevation reference conventions, notes that end bent piles are not shown, and gives required and calculated railroad vertical and horizontal clearances for the left and right bridges."
}

p01_r12Notes

  • End bent pilesNot shown.

23'-6" Minimum required vertical clearance24'-1" Existing track vertical clearance calculated24'-1" Future track vertical clearance calculated23'-6" Minimum required vertical clearance24'-6" Existing track vertical clearance calculated24'-7" Future track vertical clearance calculated25'-0" Minimum required horizontal clearance

Page 2

crop

p02_r02

page 2 · bridge_design_notes_and_design_data_p02_r02
Original
p02_r02
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Gr 50; design data lists Grade 50, fᵧ = 50,000 PSI."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment; furnishing and installation cost is referenced."
    },
    {
      "name": "Superstructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete strength and allowable tension refer to beam sheets."
    },
    {
      "name": "Substructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 reinforcement steel is specified."
    },
    {
      "name": "Pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Prestensioning strand stress is specified."
    }
  ],
  "measurements": [
    {
      "label": "Vibration monitoring notice period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f′c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure"
    },
    {
      "label": "Reinforcement steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Reinforcement steel yield strength, fᵧ",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands stress, fₛ′",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Steel H-piles yield strength, fᵧ",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY FOR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED..."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS — AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD — HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE",
    "PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS"
  ],
  "description": "This crop contains continued general bridge construction notes and a design-data block. The notes address pile driving, vibration monitoring, smooth dowel bars, and abutment soil reinforcing device inserts; the design data gives material classes, strengths, loading criteria, and seismic design information."
}

p02_r02Notes

  • Steel H-pilesH-sectionsteelSpecified to meet ASTM A 709 Gr 50; design data lists Grade 50, fᵧ = 50,000 PSI.

TWO WEEKS Vibration monitoring notice period3" Smooth dowel bar hole diameter12" Smooth dowel bar hole depth24 HOURS Minimum pile freeze period2 Seismic performance zone0.142 AS0.155 SDI30 LBS PER SQ FT Future paving allowance+8 more

crop

p02_r24

page 2 · dynamic_pile_testing_requirement_p02_r24
Original
p02_r24
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving and dynamic pile testing; no pile geometry, material, or quantity is shown."
    }
  ],
  "measurements": [
    {
      "label": "Notification timing prior to driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL."
  ],
  "labels": [
    "DYNAMIC PILE TESTING",
    "(PDA)",
    "SPECIAL PROVISION SECTION 523",
    "GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV"
  ],
  "description": "This crop is a note block titled Dynamic Pile Testing. It specifies PDA pile testing, notification to the Georgia DOT Office of Materials and Testing geotechnical bureau before pile driving, and submittal of required files for review and approval."
}

p02_r24Notes

  • pileReferenced for driving and dynamic pile testing; no pile geometry, material, or quantity is shown.

TWO WEEKS Notification timing prior to driving piles

crop

p02_r09

page 2 · fill_settlement_and_pile_driving_note_for_end_bents_p02_r09
Original
p02_r09
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4; also referenced at end bents."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with pile protection requirements."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [],
  "description": "This crop is a structural note concerning fill settlement and negative skin friction on piles at Bents 1 and 4. It directs pile-driving sequencing at end bents relative to construction of wall leveling pads and references Georgia DOT Specifications Section 551."
}

p02_r09Notes

  • pilesPiles driven at Bents 1 and 4; also referenced at end bents.
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p02_r02 general notes continued

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Original
p02_r02 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Grade 50."
    },
    {
      "name": "smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "May be shifted slightly to clear formed holes."
    },
    {
      "name": "abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Note regarding furnishing and installing inserts is cut off at the bottom of the crop."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete class and allowable tension are referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D concrete is specified."
    },
    {
      "name": "reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 specified."
    },
    {
      "name": "pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "vibration monitoring"
    },
    {
      "label": "Steel H-pile material grade",
      "value": "50",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bars"
    },
    {
      "label": "Pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "A_S",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "S_D",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f'c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "substructure"
    },
    {
      "label": "Reinforcement steel yield strength, f_y",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength, f's",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "pretensioning strands"
    },
    {
      "label": "Steel H-pile yield strength, f_y",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "steel H-piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT LEAST TWO WEEKS PRIOR TO DRIVING PILES. SEE GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV",
    "SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GRADE 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL [partial; crop cuts off]."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "FUTURE PAVING ALLOWANCE",
    "CONCRETE:",
    "CLASS D",
    "CLASS AAA",
    "SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION",
    "CLASS AA",
    "GRADE 60",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a continuation of general construction notes and a design-data block for a bridge project. It documents pile driving and vibration-monitoring requirements, smooth dowel-bar installation, and material/design criteria for concrete, steel, prestressing strands, and piles; the final abutment insert note is cropped off."
}

p02_r02 general notes continuedNotes

  • steel H-pilesH-sectionstructural steelSpecified to meet ASTM A 709 Grade 50.

TWO WEEKS Advance notice before driving piles50 Steel H-pile material grade3" Smooth dowel bar hole diameter12" Smooth dowel bar hole depth24 HOURS Pile freeze duration2 Seismic performance zone0.142 A_S0.155 S_D+7 more

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p02_r03 long list of construction and material general notes

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p02_r03 long list of construction and material general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pile tip elevations are referenced; erratic pile lengths can be expected."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be furnished and installed at abutments."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used at contractor's option in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; may be replaced by steel diaphragms at contractor's option."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Standard plan modification note addresses expansion joint and approach slab pavement."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent to be continuous around end post."
    },
    {
      "name": "Grooved concrete bridge deck",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified as zinc coat, 6FT, 9 GA."
    },
    {
      "name": "Welding",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be performed by GDOT certified welders using specified low-hydrogen electrodes for manual shielded metal arc welding."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Protective coating",
      "tag": "NO. 2P",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Applied to piles and swaybracing."
    }
  ],
  "measurements": [
    {
      "label": "Special Provision",
      "value": "154",
      "unit": "",
      "appliesTo": "Construction vibration monitoring"
    },
    {
      "label": "Submittal period before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Geotechnical submittal"
    },
    {
      "label": "Minimum freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Fill settlement / piles"
    },
    {
      "label": "Wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Wind exposure",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "Vertical surface area of exposed beam"
    },
    {
      "label": "Expansion joint",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Distance to end post",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Fence pay unit",
      "value": "LF",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence wire gauge",
      "value": "9 GA",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "2FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL-SUBMITTAL@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM PREST CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.",
    "provide table for 2’ above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "*",
    "**"
  ],
  "description": "This crop is a general-notes continuation sheet for bridge work, containing pile, diaphragm, approach slab, deck, fence, welding, coating, shop-drawing, and incidental-work requirements. A partial table is visible at the upper right with the headings “BENT NUMBER” and partial “PILE TIP”; its values are cropped and obscured. A green review markup requests a table for 2’ above estimated tip elevations."
}

p02_r03 long list of construction and material general notesNotes

  • Steel H-pilesH-sectionsteelSpecified to meet ASTM A 709 GR 50.
  • PilesPile tip elevations are referenced; erratic pile lengths can be expected.

154 Special ProvisionTWO WEEKS Submittal period before driving piles24 HOURS Minimum freeze period3” Formed hole diameter12” Formed hole depth1 AND 4 Bent numbers140MPH Wind speedONE HALF Wind exposure+8 more

crop

p02_r09 notes

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p02_r09 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4 and at end bents are referenced."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with negative skin friction protection."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [
    "SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS"
  ],
  "description": "This crop contains a fill-settlement construction note. It directs protection of piles at Bents 1 and 4 from negative skin friction where mechanically stabilized earth walls are used, and gives pile-driving sequencing at end bents."
}

p02_r09 notesNotes

  • pilesPiles driven at Bents 1 and 4 and at end bents are referenced.
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p02_r11 left column list of specification and construction notes

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p02_r11 left column list of specification and construction notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; do not weld. Maintain minimum clearance as noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer all exposed edges unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "BENTS 2",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Place under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry."
    },
    {
      "name": "footings",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified under each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    },
    {
      "name": "bridge bents",
      "tag": "BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Dynamic pile testing is required at the listed bent locations."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "EDITION",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Foundation footing plan-dimension addition",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Notification/submittal period before driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\" . USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents specification requirements, reinforcement and concrete edge treatment, drainage and protective-platform requirements, footing backfill, shoring, and pile-driving/testing requirements."
}

p02_r11 left column list of specification and construction notesNotes

  • pilesDriving resistance, dynamic pile testing, and wave equation analysis are specified.

2021 EDITION Georgia Standard Specifications edition2024 Supplemental specifications year2 INCH Minimum reinforcement clearance3/4" Chamfer size1'-0" Foundation backfill thickness2'-0" Foundation footing plan-dimension additionTWO WEEKS Notification/submittal period before driving piles

crop

p02_r19 general notes continued

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r19_general_notes_continued
Original
p02_r19 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

p02_r19 general notes continuedNotes

  • PilesClean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling.

2 FT Coating extension below ground for end bent piling5 FT Coating extension below ground for intermediate bent piling

crop

p02_r23 driving resistance

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r23_driving_resistance
Original
p02_r23 driving resistance
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance to be determined using dynamic pile testing."
    }
  ],
  "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 is a driving-resistance note for piles. It specifies dynamic pile testing in accordance with a Georgia DOT specification and identifies the bridge bent locations where testing is required."
}

p02_r23 driving resistanceNotes

  • pilesDriving resistance to be determined using dynamic pile testing.
crop

p02_r03

page 2 · general_construction_notes_p02_r03
Original
p02_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving, pile lengths, vibration monitoring, fill settlement protection, and protective coating."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Furnishing and installation included in overall bid."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; steel diaphragms may be used in lieu of these."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm design and shop drawings."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Standard plan modification and approach slab pavement are noted."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent; to remain continuous around end post."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 1 and 4."
    },
    {
      "name": "Grooved concrete deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pay item stated as “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To receive special protective coating with piles."
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Design gust wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Expansion joint shown between approach slab and back face paving rest/end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "3/8\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "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": "Coating extent below ground for end bent piling",
      "value": "2FT",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extent below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGMS SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM” SUPERSTRUCTURE 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 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "provide table for 2' above estimated tip elevations"
  ],
  "description": "This crop is a continuation sheet of general bridge construction notes, covering piling, diaphragms, approach slabs, deck grooving, fence, welding, coatings, shop drawings, and incidental work. A partial table at the upper right is headed BENT NUMBER and PILE TIP; its visible entries are shown only as asterisks, and a green markup callout requests a table for estimated tip elevations."
}

p02_r03Notes

  • H-pilesH-sectionsteelSpecified to meet ASTM A 709 GR 50.
  • PilesReferenced for driving, pile lengths, vibration monitoring, fill settlement protection, and protective coating.

TWO WEEKS Advance notice before driving piles3" Dowel-bar hole diameter12" Dowel-bar hole depth24 HOURS Minimum pile freeze period140MPH Design gust wind speed3/4" Expansion joint shown between approach slab and back face paving rest/end post3/8" Expansion joint at Bent 1 and 46FT Chain link fence height+3 more

crop

p02_r11

page 2 · general_construction_notes_p02_r11
Original
p02_r11
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; welding is prohibited."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer required unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Place under each footing at Bents 2 and 3."
    },
    {
      "name": "footings",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified beneath each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "concrete edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "foundation backfill thickness",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "foundation backfill plan footing dimension addition",
      "value": "2’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Georgia DOT Specifications section",
      "value": "510",
      "unit": "",
      "appliesTo": "protective platforms"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Special Provision section",
      "value": "523",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "notice/submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "wave equation analysis"
    },
    {
      "label": "review and approval submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "wave equation analysis"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4” UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1’-0” OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND 3. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2’-0”. USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents general specifications, reinforcement and concrete requirements, railroad drainage, protective platforms, shoring, footing backfill, and pile-driving/testing requirements."
}

p02_r11Notes

  • pilesDriving resistance, dynamic pile testing, and wave equation analysis are specified.

2021 Georgia Standard Specifications edition2024 Supplemental specifications year2 INCH minimum reinforcement clearance3/4” concrete edge chamfer1’-0” foundation backfill thickness2’-0” foundation backfill plan footing dimension addition510 Georgia DOT Specifications section520.3.05.D.2 Georgia DOT Specifications sub-section+4 more

crop

p02_r23

page 2 · pile_driving_resistance_requirement_p02_r23
Original
p02_r23
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dynamic pile testing requirement stated; individual piles are not shown or counted in this crop."
    }
  ],
  "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 is a construction note specifying determination of pile driving resistance using dynamic pile testing. It identifies the bridge bent locations where dynamic pile testing is required; no pile layout, quantities, or dimensions are shown."
}

p02_r23Notes

  • pilesDynamic pile testing requirement stated; individual piles are not shown or counted in this crop.
crop

p02_r19

page 2 · welding_and_steel_diaphragm_notes_p02_r19
Original
p02_r19
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "End bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extends from top of pile to below ground."
    },
    {
      "name": "Cap or pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the starting point for coating on intermediate bent piling."
    },
    {
      "name": "Intermediate bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extension applies regardless of encasement."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2FT",
      "unit": "FT",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "FT",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS",
    "GEORGIA DOT SPECIFICATIONS",
    "SECTIONS 520 AND 535"
  ],
  "description": "This crop is a block of general construction notes covering welding, protective coating, shop drawing submission, and incidental bid items. It documents requirements for piles, swaybracing, bent piling, beams, metal deck forms, steel diaphragms, waterproofing, and joint fillers; no structural view or item quantities are shown."
}

p02_r19Notes

  • PilesTo be cleaned and painted with special protective coating.
  • End bent pilingCoating extends from top of pile to below ground.
  • Intermediate bent pilingCoating extension applies regardless of encasement.

2FT FT Coating extension below ground for end bent piling5FT FT Coating extension below ground for intermediate bent piling

Page 13

crop

bent_1_left

page 13 · bent_1_left
Original
bent_1_left
{
  "view": "Unclear",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Left."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible in the elevation."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical dowel/hole callout shown at beam locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts at equal spaces and typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts include 4-#10 and 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance to SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge location"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT 1"
    },
    {
      "label": "end dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "bent cap ends"
    },
    {
      "label": "end dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "end dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "bay spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "bay spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "9/16\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left pile/end"
    },
    {
      "label": "elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right pile/end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "at EQ. SPACES"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "at EQ. SPS., TYP. EA. BAY"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile spacing/offset"
    },
    {
      "label": "dimension",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "right end of elevation"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "℄ SR 21",
    "AHEAD",
    "SR 21 WB = PGL",
    "℄ BRG.",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "B.F.P.R.",
    "℄ BEAM 6",
    "℄ BEAM 5",
    "℄ BEAM 4",
    "℄ BEAM 3",
    "℄ BEAM 2",
    "℄ BEAM 1",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains both a plan and an elevation of Bent 1 Left, rather than a single view type. The plan shows the skewed bent-cap layout and beam centerlines; the elevation shows the bent cap supported at six visible pile locations, with elevations, dimensions, reinforcement callouts, and typical smooth-dowel hole information."
}

bent_1_leftUnclear

  • pile×6rectangularSix pile locations are visible in the elevation.

22'-0" horizontal distance to SR 2181°-20'-05.0" skew angle17+26.35 station17+23.00 station5'-4¾" end dimension3'-0⅞" end dimension6'-10½" end dimension6'-10 9/16" end dimension+31 more

crop

bent_1_right

page 13 · bent_1_right
Original
bent_1_right
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with curved end details in plan",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Right; member designation is not printed in this crop."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the bent cap in elevation."
    },
    {
      "name": "formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Typical formed holes are shown at the pile/beam-line locations in plan."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts show 4-#10 over each pile and 4-#10."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bars",
      "tag": "#11",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts specify 4-#11 at equal spaces and 7-#11 at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "SR 21 EB = PGL alignment"
    },
    {
      "label": "station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "3'-0 5/16\"",
      "unit": "ft-in",
      "appliesTo": "left end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "right end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "bent cap plan, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan end detail"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan beam spacing"
    },
    {
      "label": "dimension",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "left end reinforcement at equal spaces"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, TYP. EA. BAY"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "elevation beam spacing"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end of elevation"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right elevation"
    }
  ],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)",
    "AHEAD",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "℄ BEAM 12",
    "℄ BEAM 11",
    "℄ BEAM 10",
    "℄ BEAM 9",
    "℄ BEAM 8",
    "℄ BEAM 7",
    "A",
    "B",
    "B.F.P.R.",
    "BEGIN B.F.P.R. STA. 17+… (partial)"
  ],
  "description": "This crop contains a plan and elevation detail of the Bent 1 Right substructure, including a continuous bent cap supported by six visible piles. The plan establishes beam centerlines, skew and cap geometry, while the elevation shows the stepped cap elevations, pile locations, reinforcement callouts, and end details."
}

bent_1_rightDetail

  • piles×6H-sectionSix pile locations are visible below the bent cap in elevation.

3" in formed hole diameter12" in formed hole depth1 1/2" in smooth dowel diameter81°-20'-05.0" skew angle81°-20'-05.0" skew angle22'-0" ft-in dimension17+19.65 station3'-0 5/16" ft-in dimension+34 more

crop

p13_r01 plan of end bent 1 cap and pile spacing right side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r01_plan_of_end_bent_1_cap_and_pile_spacing_right_side
Original
p13_r01 plan of end bent 1 cap and pile spacing right side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long transverse cap shown in plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile center locations are shown within the bent cap."
    },
    {
      "name": "beam",
      "tag": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Only the callout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Left end vertical dimension",
      "value": "3'-0 7/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Right end vertical dimension",
      "value": "5'-1 3/4”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "℄ SR 21 EB = PGL"
    },
    {
      "label": "Dimension ahead",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dowel-hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "2-#12",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "B.F.P.R.",
    "℄ BRG.",
    "℄ SR 21 EB = PGL",
    "AHEAD",
    "STA. 17+19.65",
    "A",
    "B",
    "BEGIN B.F.P.R. STA. 17... partial",
    "℄ SR 21... partial"
  ],
  "description": "This crop shows the plan view for BENT 1 RIGHT, including a rectangular transverse bent cap, four pile center locations, and centerlines for BEAM 7 through BEAM 12. The lower edge of the crop includes only partial adjacent section/elevation information and associated elevation and reinforcement callouts."
}

p13_r01 plan of end bent 1 cap and pile spacing right sidePlan

  • pile×4circularPile center locations are shown within the bent cap.

81°-20'-05.0” Skew angle, typical1'-6” Dimension3'-0” Dimension2 3/4” Typical dimension2'-9 3/8” Dimension3'-0 7/8” End dimension7'-7 1/16” Typical beam spacing6'-10 1/2” Beam spacing+21 more

crop

p13_r02 plan of end bent 1 cap and pile spacing left side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r02_plan_of_end_bent_1_cap_and_pile_spacing_left_side
Original
p13_r02 plan of end bent 1 cap and pile spacing left side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap / bent",
      "tag": "BENT 1",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six labeled beam centerlines crossing the bent."
    },
    {
      "name": "smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four hole symbols are visible; callout states holes are typical for smooth dowels."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only partial pile/detail graphics are visible below the plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Partial lower-detail callout reads 4-#10 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Partial lower-detail callout reads 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between the two shown alignment reference lines"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge skew angle"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE, B.F.P.R. BENT 1"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL, ℄ BRG."
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge angle, TYP."
    },
    {
      "label": "dimension",
      "value": "15'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "shown offset at left-center portion of bent"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "shown spacing, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "outer offset from bent end to beam centerline; shown at both ends"
    },
    {
      "label": "spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "beam centerline spacing; repeated between shown beams"
    },
    {
      "label": "dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end-to-beam-centerline layout dimension"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "beam layout dimension; repeated"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right beam-centerline-to-end layout dimension"
    },
    {
      "label": "dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall bent length"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset; shown twice"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "shown width between the two 1'-6\" offsets"
    },
    {
      "label": "dimension",
      "value": "5'-0 7/16\"",
      "unit": "",
      "appliesTo": "right end width"
    },
    {
      "label": "diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "partial lower detail"
    }
  ],
  "notes": [
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 WB = PGL",
    "STA. 17+26.35",
    "℄ BRG.",
    "B.F.P.R.",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop primarily shows the plan of the left side of Bent 1, with the bent laid out across six beam centerlines and referenced to SR 21 and the bridge centerline. It also includes dowel-hole information, beam spacing and overall bent dimensions, plus the upper portions of partial lower pile/reinforcement details."
}

p13_r02 plan of end bent 1 cap and pile spacing left sidePlan

  • pilerectangularOnly partial pile/detail graphics are visible below the plan.

22'-0" dimension81°-20'-05.0" angle17+23.00 station17+26.35 station81°-20'-05.0" angle15'-4¾" dimension2'-9⅜" dimension2¾" dimension+24 more

crop

p13_r03 elevation bent 1 left looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r03_elevation_bent_1_left_looking_back
Original
p13_r03 elevation bent 1 left looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in elevation, left looking back."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Piles are shown partially below the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts indicate 4-#11 at equal spaces at each end, 4-#11 over each pile, and 7-#11 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": "Callout: 4-#10."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "spacing",
      "value": "10″, TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "length",
      "value": "2′-10 1/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "bay spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "length",
      "value": "3′-3 5/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    }
  ],
  "notes": [
    "4-#11 AT EQ. SPACES",
    "4-#11 OVER EACH PILE",
    "4-#10",
    "2-#12",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)"
  ],
  "description": "This crop shows the elevation reinforcement layout for BENT 1, viewed left looking back. A reinforced-concrete bent cap is shown supported on six partially shown piles, with cap elevations, pile/bay spacing, overall length, and reinforcement callouts."
}

p13_r03 elevation bent 1 left looking backElevation

  • pile×6rectangular in elevationPiles are shown partially below the bent cap.

EL. 189.16 ElevationEL. 189.23 ElevationEL. 185.75 ElevationEL. 185.65 ElevationEL. 185.52 ElevationEL. 185.39 ElevationEL. 185.26 ElevationEL. 185.10 Elevation+9 more

crop

p13_r04 elevation bent 1 right looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r04_elevation_bent_1_right_looking_back
Original
p13_r04 elevation bent 1 right looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped and sloping top profile and raised rectangular end portions",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on five vertical pile elements."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Only the upper portions beneath the bent cap are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out over each pile and at the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces at each end and at equal spaces typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "EL. EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "EL.",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "EL.",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at left end"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at right end"
    },
    {
      "label": "End segment length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Bay length",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "five pile bays"
    },
    {
      "label": "End segment length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "4-#11 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "each end"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "7-#11 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "typical each bay"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#12",
    "4-#10",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)"
  ],
  "description": "This crop is an elevation of Bent 1, viewed looking back. It shows a reinforced concrete bent cap with raised end portions, supported on five visible piles, together with cap and pile reinforcement callouts, elevations, and pile-bay dimensions."
}

p13_r04 elevation bent 1 right looking backElevation

  • pile×5rectangularOnly the upper portions beneath the bent cap are shown.

188.03 EL. Elevation188.10 EL. Elevation184.75 EL. Elevation184.96 EL. Elevation185.13 EL. Elevation185.30 EL. Elevation185.47 EL. Elevation185.62 EL. Elevation+17 more

crop

p13_r07 section a a

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r07_section_a_a
Original
p13_r07 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete encasement/block",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown enclosing a central H-section member."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the member is visible below the concrete block."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "2-#12",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two bars are shown along the upper portion of the concrete block."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "4-#10",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four bars are shown at the corners of the concrete block."
    },
    {
      "name": "reinforcement tie",
      "tag": "#10",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Tie configuration is shown within the concrete block; spacing is noted as typical."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "minimum overall height",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "typical spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "#10"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2” MIN. CL.",
    "1'-0” TYP.",
    "2” CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4” = 1'-0”"
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete encasement or block around a central H-section member. The section documents the block reinforcement arrangement, minimum clear cover, tie spacing, and the 3-foot overall block width."
}

p13_r07 section a aSection

  • H-pile×1H-sectionOnly the upper portion of the member is visible below the concrete block.

3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover2'-0" minimum overall height1'-0" typical spacing2" clear cover, 3 sides1'-6" half width+2 more

crop

p13_r10 pile design load and driving criteria notes

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r10_pile_design_load_and_driving_criteria_notes
Original
p13_r10 pile design load and driving criteria notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All piles referenced in plan driving objective note."
    }
  ],
  "measurements": [
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "ALL PILES"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES (partial)"
  ],
  "description": "This crop shows a plan driving objective note for piles at Bents 1L and 1R. It also contains the partial heading of a substructure quantities table and part of an engineering seal."
}

p13_r10 pile design load and driving criteria notesNotes

  • pilesAll piles referenced in plan driving objective note.

326 KIPS driving resistance139 minimum tip elevation125 minimum tip elevation

crop

p13_r10

page 13 · pile_p13_r10
Original
p13_r10
{
  "view": "Notes",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in pile driving objective; pile size, type, and quantity are not shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L and BENT 1R",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced only for required minimum tip elevations."
    }
  ],
  "measurements": [
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES"
  ],
  "description": "This crop contains a pile driving objective note for piles at Bent 1L and Bent 1R. The lower portion shows the heading of a SUBSTRUCTURE QUANTITIES table; the table contents are not visible in this crop."
}

p13_r10Notes

  • PileReferenced in pile driving objective; pile size, type, and quantity are not shown.

326 KIPS Driving resistance139 Minimum tip elevation125 Minimum tip elevation

Page 14

crop

bent_2_left

page 14 · bent_2_left
Original
bent_2_left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in elevation below the plan; 44-421 at equal spaces is called out."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown in plan at six beam centerlines, two bearing locations per beam."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One below each column; footing plan/profile at right is marked typical."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two piles are visibly drawn below each footing; right-hand footing representation is typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I22",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-520",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I23",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-521",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-522 DBL",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs adjacent to both columns."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I21 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 1 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I20 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 2 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-420 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "16-920 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "smooth steel",
      "count": 6,
      "note": "Plan callout: 1 1/2 in. diameter smooth dowel bar, typical."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; callout states typical."
    }
  ],
  "measurements": [
    {
      "label": "cap plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, left",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, right",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical cap plan dimension",
      "value": "8'-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "2'-1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "bent-cap length at equal spaces",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "12-521"
    },
    {
      "label": "cap central reinforcement spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "central cap width",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "column 1 reinforcement spacing",
      "value": "12-1I21 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "column 2 reinforcement spacing",
      "value": "12-1I20 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "mechanical-coupler vertical dimensions",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "mechanical-coupler vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "concrete cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing plan width",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing pile offset",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "footing dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "1. SEE BRIDGE ... COLUMN AN...",
    "2. BARS 422",
    "3. EXTEND BA..."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 2 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "* CONST. JT., TYP.",
    "PILE",
    "NOTES:",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges."
}

bent_2_leftElevation

  • pile×4rectangularTwo piles are visibly drawn below each footing; right-hand footing representation is typical.

42'-6" cap plan overall length2'-3 3/8" cap plan end dimension, left2'-3 5/16" cap plan end dimension, right6'-0" beam centerline end spacing7'-7 1/2" beam centerline spacing7'-7/16" bearing spacing8'-20'-05.0" typical cap plan dimension2'-9 3/8" dimension at STA. 17+81.35+58 more

crop

bent_2_right

page 14 · bent_2_right
Original
bent_2_right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation; reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown beneath each visible column."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile tops are visible below the two footings; pile connection detail is also shown."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown; double bars are indicated at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Column reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out in note to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / bent"
    },
    {
      "label": "dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "bent"
    },
    {
      "label": "skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "bent, TYP."
    },
    {
      "label": "formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "cap vertical dimension",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "1’-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "2’-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap overall depth",
      "value": "4’-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap horizontal offset",
      "value": "2’-3 5/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "horizontal dimension",
      "value": "2’-9 3/8”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "end dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "42’-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4’-0” MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "cover / offset",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "offset",
      "value": "8”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "25’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "8’-9”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar extension",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "#21A bars"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar minimum length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS #22 NOT SHOWN.",
    "EXTEND BARS #21A 3’-6” INTO CAP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "℄ BENT",
    "℄ BEARING",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 2 RIGHT)",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y"
  ],
  "description": "This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail."
}

bent_2_rightElevation

  • steel H-pileHP 12 X 53×4H-sectionsteelFour pile tops are visible below the two footings; pile connection detail is also shown.

81°-20'-05.0” skew angle22’-0” dimension17+74.65 station81°-20’-05.0” skew angle3” formed hole diameter12” formed hole depth1 1/2” smooth dowel bar diameter11 1/2” cap vertical dimension+50 more

crop

p14_r03 elevation of bent columns and footing left

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r03_elevation_of_bent_columns_and_footing_left
Original
p14_r03 elevation of bent columns and footing left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap shown spanning between Column 1 and Column 2."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column elevation includes reinforcement and mechanical-coupler callout."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right with typical footing detail."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One detailed beneath Column 1 and one typical beneath Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; portions are cut off by the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "linear",
      "material": "",
      "count": 44,
      "note": "Bent-cap reinforcement, at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "linear",
      "material": "",
      "count": 49,
      "note": "Column reinforcement callouts include 12-521 each side and 25-521 at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "linear",
      "material": "",
      "count": 28,
      "note": "Callout is 14-522 DBL at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "linear",
      "material": "",
      "count": 32,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; note states typical."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "1122"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "520"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "1123"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "420"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR’S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "SUBSTRUCTURE QUA",
    "ITEM",
    "BENT"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead. It documents a reinforced-concrete bent cap supported by Columns 1 and 2, including column reinforcement, a detailed footing at Column 1, and a typical footing arrangement at Column 2. A partial substructure quantity table is visible at the lower-right edge."
}

p14_r03 elevation of bent columns and footing leftElevation

  • pile×4rectangular schematicTwo pile locations are visible below each footing; portions are cut off by the crop.

44-421 AT EQ. SPS. reinforcement quantity and spacingEL. 185.78 (BK) elevationEL. 185.23 (AH) elevationEL. 185.96 (BK) elevationEL. 185.41 (AH) elevationEL. 186.10 (BK) elevationEL. 185.55 (AH) elevationEL. 186.24 (BK) elevation+54 more

crop

p14_r04 elevation of bent columns and footing right

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r04_elevation_of_bent_columns_and_footing_right
Original
p14_r04 elevation of bent columns and footing right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column continues through a break symbol between cap and footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown from cap to footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "not stated",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; piles extend below the crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "#21",
      "shape": "straight",
      "material": "steel",
      "count": 44,
      "note": "Cap longitudinal reinforcement, at equal spacing."
    },
    {
      "name": "reinforcing bar",
      "tag": "#22",
      "shape": "straight",
      "material": "steel",
      "count": 16,
      "note": "Eight #22 bars are called out at each indicated cap region."
    },
    {
      "name": "reinforcing bar",
      "tag": "#23",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "reinforcing bar",
      "tag": "#20",
      "shape": "straight",
      "material": "steel",
      "count": 12,
      "note": "Column 3 reinforcement, series."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "steel",
      "count": null,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap / COLUMN 3 region"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement series",
      "value": "12-#121 SERIES",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "4-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, typical",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "INTERMEDIATE BENT 2",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop shows the elevation of Intermediate Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. A reinforced-concrete bent cap is supported by Columns 3 and 4 on individual footings, with two visible pile locations beneath each footing. Cap elevations, reinforcing-bar callouts, footing elevation, and a partial #8 bar bend detail are included."
}

p14_r04 elevation of bent columns and footing rightElevation

  • pile×4not statedTwo pile locations are visible below each footing; piles extend below the crop.

44-#21 AT EQ. SPS. cap reinforcement spacingEL. 186.42 elevation, BKEL. 185.84 elevation, AHEL. 186.29 elevation, BKEL. 185.75 elevation, AHEL. 186.12 elevation, BKEL. 185.58 elevation, AHEL. 185.94 elevation, BK+30 more

crop

p14_r06 detail of h pile to cap connection

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r06_detail_of_h_pile_to_cap_connection
Original
p14_r06 detail of h pile to cap connection
{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": 1,
      "note": "Shown with three holes through pile."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2\" DIAMETER HOLES."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "straight bars splayed 15° each side of vertical",
      "material": "",
      "count": 3,
      "note": "#8 BAR, TYP.; shown passing through pile holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar with 30° included angle",
      "material": "",
      "count": 1,
      "note": "Separate bar-bend illustration."
    }
  ],
  "measurements": [
    {
      "label": "bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum distance",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-pile / holes"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "bar included angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "#8 BAR, TYP.",
    "2\" DIAMETER HOLES",
    "Partial cropped note: \"CTION JOINT. OPTION, T MAY BE S OF FOOTING.\""
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for reinforcing bars installed through holes in an H-pile. It includes a separate no-scale bend illustration for a #8 bar and only a partial adjacent note at the left crop edge."
}

p14_r06 detail of h pile to cap connectionDetail

  • H-pile×1rectangular elevationShown with three holes through pile.

15° bar angle15° bar angle5" MIN. minimum distance2" hole diameter4" horizontal dimension4" horizontal dimension30° bar included angle24" MIN. minimum bar length

crop

p14_r08 pile driving load and tip elevation notes

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r08_pile_driving_load_and_tip_elevation_notes
Original
p14_r08 pile driving load and tip elevation notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles are specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    },
    {
      "label": "scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NECTION DETAIL",
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "DEPARTMENT",
    "ENGINEERING DIVISION-OF",
    "INTERME",
    "SR 21 @",
    "JENKINS COUNTY",
    "SCALE: ¼\" = 1'-0\" (UNLES",
    "DESIGNED UP",
    "DRAWN EPR",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows pile driving design notes and a partial title block for bridge sheet 14 of 21, Drawing No. 35-0014. The notes specify steel HP 12 x 53 piles, factored axial load, driving resistance, and minimum pile tip elevations at Bents 2L and 2R."
}

p14_r08 pile driving load and tip elevation notesNotes

  • pileH-sectionsteelAll piles are specified as steel H, HP 12 X 53.

237 KIPS maximum factored axial loadHP 12 X 53 pile section designation365 KIPS driving resistance119 minimum tip elevation118 minimum tip elevation¼" = 1'-0" scale

crop

p14_r06

page 14 · pile_connection_p14_r06
Original
p14_r06
{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Shown with three drilled holes through the pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "bent U-shaped / splayed legs",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Typical bars shown passing through pile holes; separate bend detail shown."
    },
    {
      "name": "drilled holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2-inch diameter holes in the H-pile."
    }
  ],
  "measurements": [
    {
      "label": "bar splay angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar splay angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum distance from top of H-pile to hole centerline",
      "value": "5\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "hole spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "hole spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "JCTION JOINT. (partial)",
    ", OPTION, (partial)",
    "INT MAY BE (partial)",
    "OP OF FOOTING. (partial)"
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for attaching #8 reinforcing bars through drilled holes in an H-pile. It includes a bar bend/detail sketch and dimensions for the hole layout, bar angles, and minimum bar length."
}

p14_r06Detail

  • H-pileH-PILE×1H-sectionstructural steelShown with three drilled holes through the pile.

15° bar splay angle15° bar splay angle5" minimum distance from top of H-pile to hole centerline2" hole diameter4" hole spacing4" hole spacing30° bar bend angle24" minimum bar length

crop

p14_r08

page 14 · pile_design_criteria_p14_r08
Original
p14_r08
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    },
    {
      "label": "Scale",
      "value": "1/4” = 1’-0”",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "INECTION DETAIL (partial)",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0014",
    "BRIDGE SHEET",
    "14 OF 21",
    "DEPARTMENT O (partial)",
    "ENGINEERING DIVISION-OFFI (partial)",
    "INTERME (partial)",
    "SR 21 @ (partial)",
    "JENKINS COUNTY",
    "SCALE: 1/4” = 1’-0” (UNLESS (partial)",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "description": "This crop contains pile design and plan driving objective notes, together with part of the drawing title block. It specifies steel HP piles, their maximum factored axial load, required driving resistance, and minimum tip elevations at Bents 2L and 2R."
}

p14_r08Notes

  • PilesH-sectionsteelAll piles specified as HP 12 X 53.

237 KIPS Maximum factored axial load365 KIPS Driving resistance119 Minimum tip elevation118 Minimum tip elevation1/4” = 1’-0” Scale

Page 15

crop

bent_3_left

page 15 · bent_3_left
Original
bent_3_left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "℄ BENT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan above the elevation."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Bearing center symbols are shown at six beam lines, two per beam line."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "not shown; centerlines only",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are shown in plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel bars in formed holes."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1 and ℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column 1 is detailed; Column 2 is shown schematically in the elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular, 13'-0\" square typical",
      "material": "",
      "count": 2,
      "note": "One footing is detailed below Column 1 and a typical footing is shown below Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile projections are visible below each footing representation."
    },
    {
      "name": "reinforcement bar",
      "tag": "44-431",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "At equal spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-531",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at 7 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-532 DBL",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Double bars; shown at 5 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "14-630",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Shown at 6 in. maximum spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-630",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-631",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "18-930",
      "shape": "",
      "material": "",
      "count": 18,
      "note": "At equal spacings."
    },
    {
      "name": "construction joint",
      "tag": "* CONST. JT.",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Typical construction joint is shown at the footing/column interface."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical at Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Offset from SR 21 WB = PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam-line end segment",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Bent plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dimension at bearing/dowel location",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bent cap minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Column/footing vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column spacing dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing bottom elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing width",
      "value": "13'-0\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column width, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Column spacing, typical",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Pile projection/embedding dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Mechanical coupler dimensions",
      "value": "1'-0\" / 2'-0\" / 1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "14-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "12-531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "14-532 DBL"
    },
    {
      "label": "Angle",
      "value": "15°",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "PLAN",
    "(BENT 3 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "NOTES"
  ],
  "description": "This crop contains a plan of Bent 3 Left and an elevation looking ahead. It documents the bent-cap layout at six beam centerlines, bearing locations and dowel-bar provisions, together with two columns, typical footings/pile projections, elevations, reinforcement callouts, and a construction-joint note."
}

bent_3_leftElevation

  • pile×4rectangular schematicTwo pile projections are visible below each footing representation.

81°-20'-05.0" Angle81°-20'-05.0" Angle22'-0" Offset from SR 21 WB = PGLSTA. 18+63.35 Station3" Dowel hole diameter12" Dowel hole depth1 1/2" Smooth dowel bar diameter11 1/2" Bent plan width segment+54 more

crop

bent_3_right

page 15 · bent_3_right
Original
bent_3_right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in both the Bent 3 Right plan and elevation."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "bearing locations shown as circular symbols on centerline",
      "material": "",
      "count": 6,
      "note": "Located at C BEAM 7 through C BEAM 12 in the plan."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Callout specifies holes for 1 1/2 inch diameter smooth dowel bars."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile ends are visibly shown below the two footings in the elevation; the pile connection detail is also shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1132, 530, 1133, 531, 532, 1131, 1130",
      "shape": "bar reinforcement",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts are shown at the bent cap and Column 3."
    },
    {
      "name": "pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in the PILE CONNECTION DETAIL."
    }
  ],
  "measurements": [
    {
      "label": "skew/alignment angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "C SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "station",
      "value": "STA. 18+56.65",
      "unit": "",
      "appliesTo": "Bent 3 Right"
    },
    {
      "label": "overall bent-cap plan length",
      "value": "42'-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end spacing",
      "value": "2'-3 5/16”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "end spacing",
      "value": "6'-0”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "cap plan width segment",
      "value": "1'-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "2'-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall cap plan width",
      "value": "4'-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "bearing/cap minimum depth",
      "value": "4'-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.60",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.35",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.79",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.20",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.06",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.51",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.88",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "typical footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "end cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent-cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "column/cap dimension",
      "value": "8'-9”",
      "unit": "",
      "appliesTo": "each outer cap segment"
    },
    {
      "label": "column spacing",
      "value": "25'-0”",
      "unit": "",
      "appliesTo": "C COLUMN 3 to C COLUMN 4"
    },
    {
      "label": "pile connection angle",
      "value": "5°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "24”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "bar extension",
      "value": "3'-9”",
      "unit": "",
      "appliesTo": "BARS 1131A into cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "all piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "drawing scale",
      "value": "1/4” = 1'-0”",
      "unit": "",
      "appliesTo": "sheet"
    }
  ],
  "notes": [
    "…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]",
    "…RS 432 NOT SHOWN. [partial at left crop edge]",
    "…TEND BARS 1131A 3'-9” INTO CAP. [partial at left crop edge]",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "C SR 21",
    "SR 21 EB = PGL",
    "C BENT",
    "C BEARING",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "A",
    "B",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO.1 LT. AND RT.",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "SCALE: 1/4” = 1'-0” (UNLESS OTHERWISE NOTED)",
    "MAY 2025"
  ],
  "description": "This crop documents Intermediate Bent 3 Right, with a plan of the bent cap and an elevation looking ahead. The elevation shows the cap supported by Columns 3 and 4 on separate footings with steel H-piles, and the crop also includes a pile connection detail and pile driving notes."
}

bent_3_rightElevation

  • H-pileHP 12 X 53×4H-sectionsteelFour pile ends are visibly shown below the two footings in the elevation; the pile connection detail is also shown.

81°-20'-05.0” skew/alignment angle22'-0” dimensionSTA. 18+56.65 station42'-6” overall bent-cap plan length2'-3 5/16” end spacing7'-7 1/16” beam spacing6'-0” end spacing7'-7 1/2” beam spacing+58 more

crop

p15_r03 elevation of bent 3 right columns and footing

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r03_elevation_of_bent_3_right_columns_and_footing
Original
p15_r03 elevation of bent 3 right columns and footing
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/haunched underside",
      "material": "",
      "count": 1,
      "note": "Shown in elevation; plan of BENT 3 RIGHT is partially visible above."
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the left."
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the right."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing beneath each visible column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Two pile locations are visible beneath each footing; pile connection detail is partially visible at lower left."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "",
      "material": "",
      "count": 49,
      "note": "Callouts show 12-531 at each end and 25-531 at equal spaces in the center."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "",
      "material": "",
      "count": 28,
      "note": "Two callouts of 14-532 DBL are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Partial pile connection detail."
    },
    {
      "name": "Beam centerline",
      "tag": "BEAM 7 through BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerline labels are visible in the partial plan at top of crop."
    }
  ],
  "measurements": [
    {
      "label": "Beam spacing/overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BEAM 7 through BEAM 12"
    },
    {
      "label": "Cap reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 3 region"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 4 region"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap left end to COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 3 to COLUMN 4"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 4 to bent cap right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "Drawing scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "E SHEET NO. 16 FOR CAP, ND FOOTING SECTIONS. (partial)",
    "' NOT SHOWN. (partial)",
    "BARS 1131A 3'-9\" INTO CAP. (partial)",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.",
    "NO SCALE",
    "SCALE: ¼\" = 1'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "PILE CONNECTION DETAIL (partial)",
    "PLAN DRIVING OBJECTIVE",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "MAY 2025",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop primarily shows the elevation for Intermediate Bent 3, identified as BENT 3 RIGHT LOOKING AHEAD, with a continuous cap supported by Columns 3 and 4 on individual footings and steel H-piles. A partial plan of the bent cap and beam centerlines is visible at the top, and a partial H-pile connection detail and title block are visible at the bottom."
}

p15_r03 elevation of bent 3 right columns and footingElevation

  • H-pileHP 12 X 53×4H-sectionsteelTwo pile locations are visible beneath each footing; pile connection detail is partially visible at lower left.

42'-6" Beam spacing/overall dimension44-431 AT EQ. SPS. Cap reinforcement spacingEL. 186.60 (AH) ElevationEL. 186.04 (BK) ElevationEL. 186.49 (AH) ElevationEL. 185.94 (BK) ElevationEL. 186.35 (AH) ElevationEL. 185.79 (BK) Elevation+41 more

crop

p15_r06 h pile to cap connection bar detail

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r06_h_pile_to_cap_connection_bar_detail
Original
p15_r06 h pile to cap connection bar detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Shown with three drilled holes at the pile top."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "bent, splayed with U-shaped bend detail",
      "material": "steel",
      "count": 3,
      "note": "Callout states “#8 BAR, TYP.” A separate bar-bend shape is shown at right."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Located through the H-pile."
    }
  ],
  "measurements": [
    {
      "label": "bar inclination",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar inclination",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum vertical dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "hole spacing",
      "value": "4”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "hole spacing",
      "value": "4”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "CONSTRUCTION JOINT.",
    "RACTOR’S OPTION,",
    "CTION JOINT MAY BE",
    "D TO TOP OF FOOTING."
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for #8 reinforcing bars installed through circular holes in the top of an H-pile. It also shows the #8 bar bend configuration and partial construction-joint note text; the note is cropped at the left edge."
}

p15_r06 h pile to cap connection bar detailDetail

  • H-pile×1H-sectionstructural steelShown with three drilled holes at the pile top.

15° bar inclination15° bar inclination5” MIN. minimum vertical dimension2” hole diameter4” hole spacing4” hole spacing30° bar bend angle24” MIN. minimum bar length

crop

p15_r08 pile driving resistance and tip elevation notes

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r08_pile_driving_resistance_and_tip_elevation_notes
Original
p15_r08 pile driving resistance and tip elevation notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 3L",
      "value": "115",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 3R",
      "value": "114",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "printed scale statement",
      "value": "1",
      "unit": "INCH",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "15 OF 21",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED F..."
  ],
  "description": "This crop contains bridge pile design and driving-objective notes, together with a portion of the sheet title block. It specifies steel H-pile designation, design axial load, required driving resistance, and minimum pile tip elevations at Bents 3L and 3R."
}

p15_r08 pile driving resistance and tip elevation notesNotes

  • pilesH-sectionsteelAll piles specified as steel H, HP 12 X 53.

222 KIPS maximum factored axial loadHP 12 X 53 pile section designation342 KIPS driving resistance115 minimum tip elevation at Bent 3L114 minimum tip elevation at Bent 3R1 INCH printed scale statement

crop

p15_r06

page 15 · pile_connection_p15_r06
Original
p15_r06
{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 1,
      "note": "Shown in the pile connection detail."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2\" DIAMETER HOLES in the H-pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "bent/U-shaped",
      "material": "steel",
      "count": 3,
      "note": "Three bars are shown at the H-pile; a separate typical bar-bend diagram is also shown."
    }
  ],
  "measurements": [
    {
      "label": "bar inclination, left",
      "value": "15°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar inclination, right",
      "value": "15°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum vertical dimension",
      "value": "5\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": "holes"
    },
    {
      "label": "left horizontal dimension",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "right horizontal dimension",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\"",
      "unit": "\"",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "[partial] ) CONSTRUCTION JOINT.",
    "[partial] TRACTOR'S OPTION,",
    "[partial] UCTION JOINT MAY BE",
    "[partial] ED TO TOP OF FOOTING."
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a no-scale pile connection detail for attaching #8 reinforcing bars through circular holes in an H-pile. It also includes a typical #8 bar bend configuration with a 30° bend angle and a 24\" minimum dimension; partial construction-joint notes are visible at the left crop edge."
}

p15_r06Detail

  • H-pile×1H-sectionShown in the pile connection detail.

15° ° bar inclination, left15° ° bar inclination, right5" " minimum vertical dimension2" " hole diameter4" " left horizontal dimension4" " right horizontal dimension30° ° bar bend angle24" " minimum bar length

crop

p15_r08

page 15 · pile_driving_requirements_p15_r08
Original
p15_r08
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as HP 12 x 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "15 OF 21",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED FU..."
  ],
  "description": "This crop shows pile driving design and installation requirements, with a plan driving objective note. It also includes a partial bridge-sheet title block identifying Drawing No. 35-0015 and Bridge Sheet 15 of 21."
}

p15_r08Notes

  • pileH-sectionsteelAll piles specified as HP 12 x 53.

222 KIPS maximum factored axial load342 KIPS driving resistance115 minimum tip elevation114 minimum tip elevation

Page 16

crop

bent_3

page 16 · bent_3
Original
bent_3
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown for Bent 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two rows of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "AHEAD",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing contains six H-section pile symbols arranged in two rows of three, with centerlines for the bent and column indicated. A partial adjacent Bent 2 centerline/callout is visible at the left edge."
}

bent_3Plan

  • pile×6H-sectionSix pile symbols shown in two rows of three.

13'-0" overall footing plan dimension1'-3" end offset / pile spacing5'-3" pile spacing5'-3" pile spacing1'-3" end offset / pile spacing13'-0" overall footing plan dimension1'-3" end offset / pile spacing5'-3" pile spacing+3 more

crop

p16_r08 plan of pile footing layout for bent 3

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r08_plan_of_pile_footing_layout_for_bent_3
Original
p16_r08 plan of pile footing layout for bent 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 13'-0\" by 13'-0\"."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols arranged in two columns of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A square 13'-0\" footing contains six H-section pile symbols in a two-by-three layout, with centerline callouts for piles and the column. A dashed line labeled ℄ BENT 2 is visible at the sides of the crop."
}

p16_r08 plan of pile footing layout for bent 3Plan

  • pile℄ PILE×6H-sectionSix pile symbols arranged in two columns of three.

13'-0" overall footing width1'-3" horizontal edge distance5'-3" horizontal pile spacing5'-3" horizontal pile spacing1'-3" horizontal edge distance13'-0" overall footing length1'-3" vertical edge distance5'-3" vertical pile spacing+3 more

crop

p16_r09 plan view of pile footing for bent 3 with pile layout

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r09_plan_view_of_pile_footing_for_bent_3_with_pile_layout
Original
p16_r09 plan view of pile footing for bent 3 with pile layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall footing plan outline shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Pile symbols shown at intersections of two pile centerlines and three bent centerlines."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "overall vertical footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing is laid out with six H-section pile symbols in two columns and three rows, with centerlines for the piles, bent, and column."
}

p16_r09 plan view of pile footing for bent 3 with pile layoutPlan

  • pile×6H-sectionPile symbols shown at intersections of two pile centerlines and three bent centerlines.

13'-0" overall horizontal footing dimension1'-3" horizontal end offset5'-3" horizontal pile spacing5'-3" horizontal pile spacing1'-3" horizontal end offset13'-0" overall vertical footing dimension1'-3" vertical end offset5'-3" vertical pile spacing+3 more

crop

p16_r10 plan view of pile footing for bent 2 with pile layout

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r10_plan_view_of_pile_footing_for_bent_2_with_pile_layout
Original
p16_r10 plan view of pile footing for bent 2 with pile layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two columns of three; callout identifies PILE."
    },
    {
      "name": "column centerline",
      "tag": "",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Column is identified by a centerline only; no column outline or size is shown."
    },
    {
      "name": "bent centerline",
      "tag": "BENT 2",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Bent 2 is indicated by a horizontal dashed centerline."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows one square/rectangular footing with a six-pile arrangement, together with the column and Bent 2 centerlines and pile layout dimensions."
}

p16_r10 plan view of pile footing for bent 2 with pile layoutPlan

  • pile×6H-sectionSix pile symbols shown in two columns of three; callout identifies PILE.

11'-6" overall footing width1'-3" pile layout spacing4'-6" pile layout spacing4'-6" pile layout spacing1'-3" pile layout spacing11'-6" overall footing length1'-3" pile layout spacing4'-6" pile layout spacing+3 more

crop

p16_r10

page 16 · pile_footing_p16_r10
Original
p16_r10
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular footing shown in footing plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Six pile locations are indicated on two dashed pile centerlines."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column is indicated by centerlines only; no column outline is shown."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 2"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 2. A rectangular 11'-6\" by 11'-6\" footing is shown with six indicated pile locations arranged in two columns of three, and centerlines for the bent and column."
}

p16_r10Plan

  • pile×6Six pile locations are indicated on two dashed pile centerlines.

11'-6" overall footing width1'-3" footing width segment4'-6" footing width segment4'-6" footing width segment1'-3" footing width segment11'-6" overall footing length1'-3" footing length segment4'-6" footing length segment+3 more

Page 17

crop

bent_4_left

page 17 · bent_4_left
Original
bent_4_left
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Left."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Bearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular hole / dowel location",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel in formed holes, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall bent-cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 6"
    },
    {
      "label": "end plan dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap plan width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "C BRG."
    },
    {
      "label": "bearing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical dowel offset",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "alignment dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "right-end plan dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel-hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth-dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "STA."
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left underside elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right underside elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "left end elevation dimension",
      "value": "2'-10 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing in elevation",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "4-440 OVER EACH PILE",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "C BRG.",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "PLAN",
    "(BENT 4 LEFT)",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop contains a plan and an elevation detail for Bent 4 Left, rather than a single elevation only. It documents the 44'-1 1/16\" long bent cap, six bearing/beam locations, six piles below the cap, elevations, dimensions, dowel holes, and reinforcing callouts."
}

bent_4_leftDetail

  • pile×6rectangularVertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile.

44'-1 1/16" overall bent-cap length7'-7 1/16" beam spacing3'-0 7/8" end plan dimension6'-10 1/2" plan dimension7'-7" plan dimension6'-10 9/16" plan dimension3'-0" bent-cap plan width1'-6" bearing dimension+27 more

crop

bent_4_right

page 17 · bent_4_right
Original
bent_4_right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular, tapered/sloped in elevation",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Right."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Visible as six paired pile locations beneath the footing in elevation."
    },
    {
      "name": "Bearing/support locations",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six locations are shown along the footing/cap line."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical; quantity is not stated."
    },
    {
      "name": "Reinforcement bars",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out over each pile."
    },
    {
      "name": "Reinforcement bars",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at left end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at right end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "Callout states at equal spaces and typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Plan offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical beam layout"
    },
    {
      "label": "Plan width dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "Footing, left segment"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "Footing, right segment"
    },
    {
      "label": "Overall plan length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "Footing top, left"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, typical"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, left end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, right end"
    },
    {
      "label": "Elevation left end segment",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation right end segment",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall elevation length",
      "value": "44'-1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "AT EQ. SPS. TYP. EA. BAY",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)",
    "NOTES:",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions."
}

bent_4_rightPlan

  • Piles×12rectangularVisible as six paired pile locations beneath the footing in elevation.

22'-0" Plan offset dimension81°-20'-05.0" Skew angle19+15.00 Station19+11.65 Station81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle5'-4¾" Plan width dimension3'-0⅞" Plan end dimension+43 more

crop

p17_r09

page 17 · end_bent_wall_and_cap_p17_r09
Original
p17_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Two piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies FRONT FACE OF WALL."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies COPING at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap/wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R piles"
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "C.L.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right."
}

p17_r09Section

  • steel H-pileHP 12 X 53×2H-sectionsteelTwo piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension212 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation144 minimum tip elevation12.0 CY Class AA concrete quantity+4 more

crop

p17_r04 elevation bent 4 left looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r04_elevation_bent_4_left_looking_ahead
Original
p17_r04 elevation bent 4 left looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long stepped rectangular member",
      "material": "",
      "count": 1,
      "note": "Shown in elevation across Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles/supports are shown beneath the bent cap; dashed portions extend below the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "vertical straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at equal spaces; 7-441 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "reinforcement bar 442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "reinforcement bar 1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A",
      "unit": "",
      "appliesTo": "reinforcement bar 445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "reinforcement bar 445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "reinforcement bar 445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end to first pile centerline"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "last pile centerline to right end"
    },
    {
      "label": "overall dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 4, viewed left looking ahead. It shows a stepped bent cap supported by six rectangular piles, with elevation callouts, pile spacing dimensions, and reinforcing-bar callouts."
}

p17_r04 elevation bent 4 left looking aheadElevation

  • pile×6rectangularVertical piles/supports are shown beneath the bent cap; dashed portions extend below the crop.

188.39 elevation188.45 elevation185.12 elevation185.32 elevation185.49 elevation185.66 elevation185.82 elevation185.96 elevation+24 more

crop

p17_r05 elevation bent 4 right looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r05_elevation_bent_4_right_looking_ahead
Original
p17_r05 elevation bent 4 right looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with sloping top and bottom edges",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across six visible pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One member is shown at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-1040."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-441 AT EQ. SPACES at each end; 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445C."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A, TYP.",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "overall dimension",
      "value": "44'-11 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right"
    }
  ],
  "notes": [],
  "labels": [
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop shows the elevation for Bent 4 Right looking ahead. It documents the sloping bent cap supported on six visible piles, its end members, reinforcement callouts, elevations, and the transverse dimension chain."
}

p17_r05 elevation bent 4 right looking aheadElevation

  • pile×6rectangular in elevationVertical piles are shown below the bent cap.

EL. 189.42 elevationEL. 189.50 elevationEL. 186.04 elevationEL. 185.93 elevationEL. 185.80 elevationEL. 185.67 elevationEL. 185.53 elevationEL. 185.37 elevation+24 more

crop

p17_r06 elevation of bent 4 right cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r06_elevation_of_bent_4_right_cap_piles_and_piers
Original
p17_r06 elevation of bent 4 right cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long horizontal rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between the two end upstanding members."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "narrow rectangular profile with dashed continuation below cap",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visibly shown beneath the bent cap; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "tall rectangular",
      "material": "",
      "count": 2,
      "note": "Unlabeled upstanding members at the left and right ends of the elevation."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-440",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "OVER EACH PILE."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-442",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1040",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445A",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445B",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445C",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 7,
      "note": "AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "AT EQ. SPACES."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "left end spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "between left end reference line and first pile line"
    },
    {
      "label": "typical pile spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "right end spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "between last pile line and right end reference line"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/end spacing locations"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation titled ELEVATION (BENT 4 RIGHT LOOKING AHEAD). It shows a single bent cap supported at six visible pile locations, with two unlabeled upstanding end members and reinforcing-bar callouts. Section indicators A and B are shown along the elevation."
}

p17_r06 elevation of bent 4 right cap piles and piersElevation

  • pile×6narrow rectangular profile with dashed continuation below capSix pile locations are visibly shown beneath the bent cap; callout states 4-440 OVER EACH PILE.

EL. 189.42 ElevationEL. 189.50 ElevationEL. 186.04 ElevationEL. 185.93 ElevationEL. 185.80 ElevationEL. 185.67 ElevationEL. 185.53 ElevationEL. 185.37 Elevation+9 more

crop

p17_r07 elevation of bent 4 left cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r07_elevation_of_bent_4_left_cap_piles_and_piers
Original
p17_r07 elevation of bent 4 left cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown in elevation for Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical pile locations are visible beneath the bent cap; pile continuations are dashed below the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “OVER EACH PILE.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts state “AT EQ. SPACES” at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “AT EQ. SPS. TYP. EA. BAY.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Marked TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-440"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-441"
    },
    {
      "label": "bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "7-441"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-442"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-1040"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445A"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445B"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445C"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10 1/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "length",
      "value": "3’-3 5/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "44’-1 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation view of Bent 4, looking ahead. It shows a long bent cap supported at six visible pile locations, with elevations, pile/bay spacing, overall cap length, and reinforcing-bar callouts."
}

p17_r07 elevation of bent 4 left cap piles and piersElevation

  • pile×6rectangularSix vertical pile locations are visible beneath the bent cap; pile continuations are dashed below the cap.

EL. 188.39 ElevationEL. 188.45 ElevationEL. 185.12 ElevationEL. 185.32 ElevationEL. 185.49 ElevationEL. 185.66 ElevationEL. 185.82 ElevationEL. 185.96 Elevation+22 more

crop

p17_r09 section through end bent cap wall and coping

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping
Original
p17_r09 section through end bent cap wall and coping
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "Piles extend below the cap; lower portions are shown with break symbols."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with haunched connection to cap",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of wall."
    },
    {
      "name": "coping",
      "tag": "COPING",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "minimum distance from B.F.P.R. to wall/front reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "FRONT FACE OF WALL",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right."
}

p17_r09 section through end bent cap wall and copingSection

  • steel H-pileHP 12 X 53×2H-sectionstructural steelPiles extend below the cap; lower portions are shown with break symbols.

6'-0" MIN. minimum distance from B.F.P.R. to wall/front reference3'-0" cap width2'-0" MIN. minimum cap depth3/4" = 1'-0" scale212 KIPS factored axial load326 KIPS pile driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R+4 more

crop

p17_r10 cross section of cap wall coping and piles

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles
Original
p17_r10 cross section of cap wall coping and piles
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with rounded lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; shown at end bent."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 x 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Piles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with stepped/sloped transition to cap",
      "material": "",
      "count": 1,
      "note": "Front face of wall is called out."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "section at end bent and wall"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L piles"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R piles"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4"
  ],
  "description": "This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table."
}

p17_r10 cross section of cap wall coping and pilesSection

  • steel H-pileHP 12 x 53H-sectionsteelPiles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension212 KIPS maximum factored axial loadHP 12 X 53 pile designation326 KIPS driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R3/4" = 1'-0" scale

crop

p17_r14 pile design load and driving criteria notes

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r14_pile_design_load_and_driving_criteria_notes
Original
p17_r14 pile design load and driving criteria notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO.11 LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DATE",
    "END BENT 4 (partial)"
  ],
  "description": "This crop shows pile design and driving-objective notes for the bridge work. It also includes part of the project title block and consultant/Georgia Department of Transportation identification."
}

p17_r14 pile design load and driving criteria notesNotes

  • pileH-sectionsteelALL PILES SHALL BE STEEL H, HP 12 X 53.

212 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation144 minimum tip elevation

crop

p17_r14

page 17 · piles_p17_r14
Original
p17_r14
{
  "view": "Notes",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "60",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 60 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "END BENT 4"
  ],
  "description": "This crop is a notes area with pile design and driving requirements for the bridge. It specifies steel H-piles, their maximum factored axial load, and driving objectives at Bent 4L and Bent 4R; part of the sheet title block is also visible."
}

p17_r14Notes

  • PileH-sectionsteelSpecified as steel H, HP 12 X 53.

212 KIPS Maximum factored axial loadHP 12 X 53 Pile section designation60 KIPS Driving resistance122 Minimum tip elevation144 Minimum tip elevation

Page 18

crop

p18_r04

page 18 · footing_p18_r04
Original
p18_r04
{
  "view": "Elevation",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "pier column",
      "tag": "",
      "shape": "rectangular with break line",
      "material": "",
      "count": 1,
      "note": "Only a portion of the column is shown above the footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown extending below the footing, with continuation/break symbols."
    }
  ],
  "measurements": [],
  "notes": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "labels": [
    "FOOTING LAYOUT",
    "GDOT"
  ],
  "description": "This crop shows an elevation-style footing layout diagram. A rectangular footing supports a partial pier column, with two piles shown below the footing and a callout identifying the bottom-of-footing elevation line."
}

p18_r04Elevation

  • piles×2rectangularShown extending below the footing, with continuation/break symbols.
crop

p18_r02 plan of bent3 left footing pile grids

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r02_plan_of_bent3_left_footing_pile_grids
Original
p18_r02 plan of bent3 left footing pile grids
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile symbols numbered 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "H-section symbol",
      "material": "",
      "count": 12,
      "note": "Pile symbols are arranged six per footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 3",
    "BENT 3 LEFT"
  ],
  "description": "This crop is a plan fragment for Bent 3 Left. It shows two skewed footings, labeled FOOTING 1 and FOOTING 2, positioned along the Bent 3 centerline, with twelve numbered pile symbols."
}

p18_r02 plan of bent3 left footing pile gridsPlan

  • pile1-12×12H-section symbolPile symbols are arranged six per footing.
crop

p18_r04 elevation showing footing bottom elevation detail

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r04_elevation_showing_footing_bottom_elevation_detail
Original
p18_r04 elevation showing footing bottom elevation detail
{
  "view": "Elevation",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Large rectangular footing shown in elevation."
    },
    {
      "name": "pier or column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member above footing; top is truncated with a break symbol."
    },
    {
      "name": "pile or shaft symbol",
      "tag": "",
      "shape": "vertical dashed outline",
      "material": "",
      "count": 2,
      "note": "Two dashed vertical foundation-element symbols are shown below the footing, each truncated with a break symbol."
    }
  ],
  "measurements": [],
  "notes": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "labels": [
    "FOOTING LAYOUT",
    "GDT"
  ],
  "description": "This crop shows a schematic footing elevation/layout graphic. A rectangular footing supports a central vertical pier or column, with two dashed foundation-element symbols below the footing and a callout identifying the bottom-of-footing elevation line. No dimensions or numerical elevations are visible in this crop."
}

p18_r04 elevation showing footing bottom elevation detailElevation

  • pile or shaft symbol×2vertical dashed outlineTwo dashed vertical foundation-element symbols are shown below the footing, each truncated with a break symbol.
crop

p18_r05 bent 2 left

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r05_bent_2_left
Original
p18_r05 bent 2 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown in each footing."
    },
    {
      "name": "bent centerline",
      "tag": "C/L BENT 2",
      "shape": "dash-dot line",
      "material": "",
      "count": 1,
      "note": "Passes through both footings."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "C/L BENT 2",
    "FOOTING 1",
    "FOOTING 2",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12",
    "C S (partial)"
  ],
  "description": "This crop is a plan fragment showing the left side of Bent 2. Two rectangular footings, identified as FOOTING 1 and FOOTING 2, are arranged along the C/L BENT 2 and contain a total of twelve H-section pile symbols."
}

p18_r05 bent 2 leftPlan

  • pile1-12×12H-sectionSix pile symbols are shown in each footing.
crop

p18_r06 plan of bent 3 left beams and footings 1 2

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r06_plan_of_bent_3_left_beams_and_footings_1_2
Original
p18_r06 plan of bent 3 left beams and footings 1 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six H-section pile symbols are shown within each footing; individually numbered 1 through 12."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 3",
    "BENT 3 LEFT"
  ],
  "description": "Plan crop showing the left side of Bent 3, with a dashed centerline marked ℄ BENT 3. Two skewed footings, FOOTING 1 and FOOTING 2, are shown with twelve numbered H-section pile locations."
}

p18_r06 plan of bent 3 left beams and footings 1 2Plan

  • H-section pile1-12×12H-sectionSix H-section pile symbols are shown within each footing; individually numbered 1 through 12.
crop

p18_r07 plan of bent 2 left beams and footings 1 2

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r07_plan_of_bent_2_left_beams_and_footings_1_2
Original
p18_r07 plan of bent 2 left beams and footings 1 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Contains six H-section pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Contains six H-section pile symbols numbered 7 through 12."
    },
    {
      "name": "H-section pile",
      "tag": "1–12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 2",
    "BENT 2 LEFT"
  ],
  "description": "This crop shows a plan layout titled BENT 2 LEFT. Two rectangular footings, FOOTING 1 and FOOTING 2, are arranged along the indicated Bent 2 centerline, with twelve numbered H-section pile symbols shown."
}

p18_r07 plan of bent 2 left beams and footings 1 2Plan

  • H-section pile1–12×12H-sectionSix pile symbols are shown within each footing.
crop

p18_r10 pile tip elevation schedule bent4

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r10_pile_tip_elevation_schedule_bent4
Original
p18_r10 pile tip elevation schedule bent4
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 1 through BEAM 6."
    },
    {
      "name": "bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 7 through BEAM 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows a pile schedule table for Bent 4, divided into 4 LEFT and 4 RIGHT. It assigns pile numbers 1 through 12 to beam locations 1 through 12; no pile tip elevations are entered in the visible cells."
}

p18_r10 pile tip elevation schedule bent4Table

  • pile1-12×12Pile tip elevation cells are blank in this crop.
crop

p18_r11 pile tip and footing elevation schedule bent3

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r11_pile_tip_and_footing_elevation_schedule_bent3
Original
p18_r11 pile tip and footing elevation schedule bent3
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identification shown in the BENT column."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It lists Footing 3 with piles 1 to 6 and Footing 4 with piles 7 to 12; the pile tip elevation and bottom of footing elevation fields are blank in the visible crop."
}

p18_r11 pile tip and footing elevation schedule bent3Table

  • pile×12Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop.
crop

p18_r13 bent 2 right

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r13_bent_2_right
Original
p18_r13 bent 2 right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a slightly skewed rectangle containing six H-section symbols."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a slightly skewed rectangle containing six H-section symbols."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing; numbered 1 through 12."
    },
    {
      "name": "Centerline",
      "tag": "",
      "shape": "dashed line",
      "material": "",
      "count": 1,
      "note": "Dashed line passes through the middle pile positions of both footings."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 RIGHT (partial)"
  ],
  "description": "This crop is a plan fragment for the right side of Bent 2. It shows Footing 3 and Footing 4, each with six numbered H-section pile symbols, aligned about a dashed centerline."
}

p18_r13 bent 2 rightPlan

  • H-section pile1-12×12H-sectionSix pile symbols are shown within each footing; numbered 1 through 12.
crop

p18_r16 plan of bent 3 right beams and footings 3 4

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r16_plan_of_bent_3_right_beams_and_footings_3_4
Original
p18_r16 plan of bent 3 right beams and footings 3 4
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined footing with six H-shaped pile symbols at numbered locations 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined footing with six H-shaped pile symbols at numbered locations 7 through 12."
    },
    {
      "name": "H-pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 3 RIGHT"
  ],
  "description": "This crop is a plan view of the right side of Bent 3. It shows Footing 3 and Footing 4, each containing six H-section pile locations numbered 1 through 12, with a dashed line passing through the footing layouts."
}

p18_r16 plan of bent 3 right beams and footings 3 4Plan

  • H-pile1-12×12H-sectionSix pile symbols are shown within each footing.
crop

p18_r17 plan of bent 2 right beams and footings 3 4

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r17_plan_of_bent_2_right_beams_and_footings_3_4
Original
p18_r17 plan of bent 2 right beams and footings 3 4
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan with six H-section items within it."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan with six H-section items within it."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six are visible in each footing; individual pile numbers 1 through 12 are printed adjacent to the footing layouts."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 RIGHT"
  ],
  "description": "This crop is a plan fragment for BENT 2 RIGHT. It shows the layouts of FOOTING 3 and FOOTING 4, each containing six H-section piles, with a dashed line passing through the middle pile positions."
}

p18_r17 plan of bent 2 right beams and footings 3 4Plan

  • H-section pile1-12×12H-sectionSix are visible in each footing; individual pile numbers 1 through 12 are printed adjacent to the footing layouts.
crop

p18_r19 pile tip and footing elevation schedule tables

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r19_pile_tip_and_footing_elevation_schedule_tables
Original
p18_r19 pile tip and footing elevation schedule tables
{
  "view": "Table",
  "objects": [
    {
      "name": "piles",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile locations are BEAM 1 through BEAM 12; pile numbers 1 through 12."
    },
    {
      "name": "piles",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 1 and FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 2 LEFT."
    },
    {
      "name": "piles",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 3 contains pile numbers 1-6; FOOTING 4 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 3 and FOOTING 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 2 RIGHT."
    },
    {
      "name": "piles",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 1 and FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 3 LEFT."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 1 FRONT",
    "BENT 2 FRONT",
    "BENT 3 FRONT",
    "BENT 4 FRONT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows four adjacent bent pile schedule tables titled BENT 1 FRONT through BENT 4 FRONT. The tables identify bent side/location, pile locations or footing assignments, and pile numbers; the PILE TIP ELEVATION and BOTTOM OF FOOTING ELEVATION cells are blank in this crop. The right side of the BENT 4 FRONT table is cropped."
}

p18_r19 pile tip and footing elevation schedule tablesTable

  • piles1 LEFT×12Pile locations are BEAM 1 through BEAM 12; pile numbers 1 through 12.
  • piles2 LEFT×12FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12.
  • piles2 RIGHT×12FOOTING 3 contains pile numbers 1-6; FOOTING 4 contains pile numbers 7-12.
  • piles3 LEFT×12FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12.
crop

p18_r10

page 18 · pile_p18_r10
Original
p18_r10
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six pile entries are listed at BEAM 1 through BEAM 6."
    },
    {
      "name": "Pile",
      "tag": "1, 2, 3, 4, 5, 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Located at BEAM 1 through BEAM 6 under BENT 4 LEFT; pile tip elevation cells are blank."
    },
    {
      "name": "Bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six pile entries are listed at BEAM 7 through BEAM 12."
    },
    {
      "name": "Pile",
      "tag": "7, 8, 9, 10, 11, 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Located at BEAM 7 through BEAM 12 under BENT 4 RIGHT; pile tip elevation cells are blank."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop is a pile schedule table for Bent 4, divided into 4 LEFT and 4 RIGHT. It lists pile numbers 1 through 12 by beam location; no pile tip elevation values are shown in the visible cells."
}

p18_r10Table

  • Pile1, 2, 3, 4, 5, 6×6Located at BEAM 1 through BEAM 6 under BENT 4 LEFT; pile tip elevation cells are blank.
  • Pile7, 8, 9, 10, 11, 12×6Located at BEAM 7 through BEAM 12 under BENT 4 RIGHT; pile tip elevation cells are blank.
crop

p18_r11

page 18 · pile_p18_r11
Original
p18_r11
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in footing layout table."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 7 through 12."
    },
    {
      "name": "pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation fields are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It assigns Pile Nos. 1 through 6 to Footing 3 and Pile Nos. 7 through 12 to Footing 4; the pile tip and bottom-of-footing elevation cells contain no visible values."
}

p18_r11Table

  • pilePILE NO. 1-12×12Pile tip elevation fields are blank in this crop.
crop

p18_r19

page 18 · pile_p18_r19
Original
p18_r19
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 48,
      "note": "Four visible schedule table sets each list pile numbers 1 through 12; pile tip elevation cells are blank."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedules."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedules."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedule."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedule."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 1 RIGHT",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "1 LEFT",
    "1 RIGHT",
    "2 LEFT",
    "2 RIGHT",
    "3 LEFT"
  ],
  "description": "This crop shows a set of pile-tip-elevation schedule tables associated with bent and footing locations. The visible tables list pile numbers 1 through 12, but no pile tip elevations or bottom-of-footing elevations are entered in the displayed cells; the rightmost table is cropped at its right edge."
}

p18_r19Schedule

  • PilePILE NO. 1-12×48Four visible schedule table sets each list pile numbers 1 through 12; pile tip elevation cells are blank.