Matched toSteel H Pilebridge.foundation_system.deep_foundation.pile.steel_hon “Steel H-pile”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | 44'-1 1/16" | p13 · p13_r02 at eq sps |
| Cross-sectional AreaA | m2/mm2 | 185.75 | p13 · p13_r02 at eq sps |
| Instance CountN | count | no reading by that name | |
| Steel Gradefy | — | no reading by that name | |
| MassM | kg/t | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Every dimension read for it118
- 189.16EL left abutment topnot attributedp13 · p13_r02 at eq sps
- 189.23EL near left abutment topnot attributedp13 · p13_r02 at eq sps
- 185.75EL deck center near Anot attributedp13 · p13_r02 at eq sps
- 185.65EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.52EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.39EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.26EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.10EL deck midspannot attributedp13 · p13_r02 at eq sps
- 188.39EL right abutment topnot attributedp13 · p13_r02 at eq sps
- 188.45EL far right topnot attributedp13 · p13_r02 at eq sps
- 183.75EL interior piernot attributedp13 · p13_r02 at eq sps
- 182.98EL interior pier rightnot attributedp13 · p13_r02 at eq sps
- 2'-10 1/8"2'-10 1/8"not attributedp13 · p13_r02 at eq sps
- 10"10" (bay spacing)not attributedp13 · p13_r02 at eq sps
- 7'-7 1/16"7'-7 1/16"not attributedp13 · p13_r02 at eq sps
- 44'-1 1/16"44'-1 1/16" total lengthnot attributedp13 · p13_r02 at eq sps
- 3'-3 5/8"3'-3 5/8"not attributedp13 · p13_r02 at eq sps
- 2'-10 1/8" ft-inLeft edge to first pilep13 · p13_r03 at eq sps
- 7'-7/16" ft-inBay spacing 1p13 · p13_r03 at eq sps
- 7'-7/16" ft-inBay spacing 2p13 · p13_r03 at eq sps
- 7'-7/16" ft-inBay spacing 3p13 · p13_r03 at eq sps
- 7'-7/16" ft-inBay spacing 4p13 · p13_r03 at eq sps
- 3'-3 5/8" ft-inRight edge to last pilep13 · p13_r03 at eq sps
- 212 kipsMaximum factored axial loadp13 · p13_r09 plan driving objective
- HP 12 x 53Pile typep13 · p13_r09 plan driving objective
- 326 kipsDriving resistance targetp13 · p13_r09 plan driving objective
- HP 12 x 53Pile sizep14 · p14_r05
- 237 kipsMaximum factored axial loadp14 · p14_r05
- 365 kipsDriving resistancep14 · p14_r05
- 222 kipsMaximum factored axial loadp15 · p15_r04
- 342 kipsDriving resistancep15 · p15_r04
- 189.42 ftEL. 189.42not attributedp17 · p17_r02 at eq sps
- 189.50 ftEL. 189.50not attributedp17 · p17_r02 at eq sps
- 186.04 ftEL. 186.04not attributedp17 · p17_r02 at eq sps
- 185.93 ftEL. 185.93not attributedp17 · p17_r02 at eq sps
- 185.80 ftEL. 185.80not attributedp17 · p17_r02 at eq sps
- 185.67 ftEL. 185.67not attributedp17 · p17_r02 at eq sps
- 185.53 ftEL. 185.53not attributedp17 · p17_r02 at eq sps
- 185.37 ftEL. 185.37not attributedp17 · p17_r02 at eq sps
- 188.71 ftEL. 188.71not attributedp17 · p17_r02 at eq sps
- 188.67 ftEL. 188.67not attributedp17 · p17_r02 at eq sps
- 184.04 ftEL. 184.04not attributedp17 · p17_r02 at eq sps
- 183.25 ftEL. 183.25not attributedp17 · p17_r02 at eq sps
- 44'-1 1/16" ftTotal lengthnot attributedp17 · p17_r02 at eq sps
- 10" inFirst spannot attributedp17 · p17_r02 at eq sps
- 2'-10 1/8" ft-inLeft abutment to first pilenot attributedp17 · p17_r03 at eq sps
- 7'-7/16" ft-inInter-pile spacingnot attributedp17 · p17_r03 at eq sps
- 7'-7/16" ft-inInter-pile spacingnot attributedp17 · p17_r03 at eq sps
- 7'-7/16" ft-inInter-pile spacingnot attributedp17 · p17_r03 at eq sps
- 7'-7/16" ft-inInter-pile spacingnot attributedp17 · p17_r03 at eq sps
- 44'-1 1/16" ft-inOverall lengthnot attributedp17 · p17_r03 at eq sps
- 3'-3 5/8" ft-inEnd segmentnot attributedp17 · p17_r03 at eq sps
- 212 kipsMaximum factored axial loadp17 · p17_r09 plan driving objective
- HP 12 x 53Pile sectionp17 · p17_r09 plan driving objective
- 326 kipsDriving resistancep17 · p17_r09 plan driving objective
- 10" inSpacing between pilesp17 · p17_r03
- 2I2 KIPSmaximum factored axial loadp17 · p17_r09
- 326 KIPSdriving resistancep17 · p17_r09
- 1PILE NO.not attributedp18 · p18_r07 footing 1
- 2PILE NO.not attributedp18 · p18_r07 footing 1
- 3PILE NO.not attributedp18 · p18_r07 footing 1
- 4PILE NO.not attributedp18 · p18_r07 footing 1
- 5PILE NO.not attributedp18 · p18_r07 footing 1
- 6PILE NO.not attributedp18 · p18_r07 footing 1
- 7PILE NO.not attributedp18 · p18_r07 footing 1
- 8PILE NO.not attributedp18 · p18_r07 footing 1
- 9PILE NO.not attributedp18 · p18_r07 footing 1
- 10PILE NO.not attributedp18 · p18_r07 footing 1
- 11PILE NO.not attributedp18 · p18_r07 footing 1
- 12PILE NO.not attributedp18 · p18_r07 footing 1
- 1PILE NO.p18 · p18_r09 footing 1
- 2PILE NO.p18 · p18_r09 footing 1
- 3PILE NO.p18 · p18_r09 footing 1
- 4PILE NO.p18 · p18_r09 footing 1
- 5PILE NO.p18 · p18_r09 footing 1
- 6PILE NO.p18 · p18_r09 footing 1
- 7PILE NO.p18 · p18_r09 footing 1
- 8PILE NO.p18 · p18_r09 footing 1
- 9PILE NO.p18 · p18_r09 footing 1
- 10PILE NO.p18 · p18_r09 footing 1
- 11PILE NO.p18 · p18_r09 footing 1
- 12PILE NO.p18 · p18_r09 footing 1
- 1PILE NO.p18 · p18_r03
- 2PILE NO.p18 · p18_r03
- 3PILE NO.p18 · p18_r03
- 4PILE NO.p18 · p18_r03
- 5PILE NO.p18 · p18_r03
- 6PILE NO.p18 · p18_r03
- 7PILE NO.p18 · p18_r03
- 8PILE NO.p18 · p18_r03
- 9PILE NO.p18 · p18_r03
- 10PILE NO.p18 · p18_r03
- 11PILE NO.p18 · p18_r03
- 12PILE NO.p18 · p18_r03
- 1PILE NO.p18 · p18_r06
- 2PILE NO.p18 · p18_r06
- 3PILE NO.p18 · p18_r06
- 4PILE NO.p18 · p18_r06
- 5PILE NO.p18 · p18_r06
- 6PILE NO.p18 · p18_r06
- 7PILE NO.p18 · p18_r06
- 8PILE NO.p18 · p18_r06
- 9PILE NO.p18 · p18_r06
- 10PILE NO.p18 · p18_r06
- 11PILE NO.p18 · p18_r06
- 12PILE NO.p18 · p18_r06
- BEAM 1PILE LOCATIONp18 · p18_r06
- BEAM 2PILE LOCATIONp18 · p18_r06
- BEAM 3PILE LOCATIONp18 · p18_r06
- BEAM 4PILE LOCATIONp18 · p18_r06
- BEAM 5PILE LOCATIONp18 · p18_r06
- BEAM 6PILE LOCATIONp18 · p18_r06
- BEAM 7PILE LOCATIONp18 · p18_r06
- BEAM 8PILE LOCATIONp18 · p18_r06
- BEAM 9PILE LOCATIONp18 · p18_r06
- BEAM 10PILE LOCATIONp18 · p18_r06
- BEAM 11PILE LOCATIONp18 · p18_r06
- BEAM 12PILE LOCATIONp18 · p18_r06
Notes on the sheets that carry it
- p2VIBRATION MONITORING - THE PROJECT 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.
- p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
- p2PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.
- p13PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
- p13ALL PILES SHALL BE STEEL H, HP 12 X 53.
- p13PLAN DRIVING OBJECTIVE
- p13ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT IL AND 125 AT BENT IR IS ACHIEVED.
- p134-4I0 OVER EACH PILE
- p132-4I2
- p132-4I5A, TYP.
- p137-4II AT EQ. SPS. TYP. EA. BAY
- p13AT EQ. SPACES
- p134-4II AT EQ. SPACES
- p14I. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS I12IA 3'-6" INTO CAP.
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p143. EXTEND BARS INTO CAP 3'-6" INTO CAP.
- p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
- p14ALL 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.
- p15NOTES:
- p152. BARS 432 NOT SHOWN.
- p153. EXTEND BARS 113'9" INTO CAP.
- p153. EXTEND BARS INTO CAP.
- p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
- p15ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND I14 AT BENT 3R IS ACHIEVED.
- p17ALL 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.
- p174-441 AT EQ. SPACES
- p177'-7 1/16"
- p1710"
- p1710", TYP.
- p172'-10 1/8"
- p174-440 OVER EACH PILE
- p17AT EQ. SPS. TYP. EA. BAY
- p17PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 2I2 KIPS.
- p18PILE TIP ELEVATION column is blank in this crop.
- p18Rows are grouped under Bent I LEFT and Bent I RIGHT, with BEAM locations BEAM 1–12.
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r01 title blockNotes
- STEEL H-PILESH-sectionsteelSTEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709
35 CY 207-020335 CY 207-0203295 CY 211-0200295 CY 211-0200811 SY 500-0100811 SY 500-01002720 LB 520-11252540 LB 520-1125+2 more
Page 13
p13_r02 at eq spsElevation
- Pilerectangularreinforced concretevertical supports under deck
189.16 EL left abutment top189.23 EL near left abutment top185.75 EL deck center near A185.65 EL deck midspan185.52 EL deck midspan185.39 EL deck midspan185.26 EL deck midspan185.10 EL deck midspan+9 more
p13_r03 at eq spsCross Section
- Pile×6rectangularvertical piles beneath deck
2'-10 1/8" ft-in Left edge to first pile7'-7/16" ft-in Bay spacing 17'-7/16" ft-in Bay spacing 27'-7/16" ft-in Bay spacing 37'-7/16" ft-in Bay spacing 43'-3 5/8" ft-in Right edge to last pile44'-1/16" ft-in Total length10" in Spacing between features (typical)
p13_r09 plan driving objectiveNotes
- PilessteelHP 12 x 53
212 kips Maximum factored axial loadHP 12 x 53 Pile type326 kips Driving resistance target139 Minimum tip elevation at Bent IL125 Minimum tip elevation at Bent IR
p13_r02Elevation
- Pilesrectangularreinforced concrete
189.16 ft EL. 189.16189.23 ft EL. 189.23185.75 ft EL. 185.75185.65 ft EL. 185.65185.52 ft EL. 185.52185.39 ft EL. 185.39185.26 ft EL. 185.26185.10 ft EL. 185.10+3 more
p13_r03Elevation
- Pilerectangularreinforced concretevertical piles along the deck between abutments
188.03 ft EL. 188.03188.10 ft EL. 188.10184.75 ft EL. 184.75184.96 ft EL. 184.96185.13 ft EL. 185.13185.30 ft EL. 185.30185.47 ft EL. 185.47185.62 ft EL. 185.62+9 more
Page 14
p14_r02 title blockElevation
- PILEH-PILE×1H-sectionsteel
p14_r02Elevation
- H-pile×1rectangular/line (pile type shown in detail)steelH-PILE
25'-0" ft Main span length8'-9" ft Left bay width3'-2" ft Between-columns distance11'-0" ft Pile cap / footing width
p14_r05Notes
- Pile×1H-pilesteelHP 12 x 53
HP 12 x 53 Pile size237 kips Maximum factored axial load365 kips Driving resistance119 Tip elevation (Bent 2L)118 Tip elevation (Bent 2R)
Page 15
p15_r02 title blockDetail
- PileH-PILE×1line with cross-section (pile)steelPile shown in Pile Connection Detail
p15_r02Plan
- H-Pile×1H-sectionsteel
p15_r04Notes
- PileH-pile (HP 12 x 53)steelAll piles shall be steel H, HP 12 X 53.
222 kips Maximum factored axial load342 kips Driving resistance115 Minimum tip elevationI14 Minimum tip elevation
Page 16
p16_r08 footing plan bent 2Plan
- Pile×1line
11'-6" ft-in Overall width1'-3" ft-in Left offset to interior line4'-6" ft-in Top width segment 14'-6" ft-in Top width segment 21'-3" ft-in Right offset to boundary11'-6" ft-in Overall height4'-6" ft-in Left height segment 14'-6" ft-in Left height segment 2+1 more
p16_r08Plan
- PILE×1linereinforced concrete
11'-6" 1'-3" 4'-6" 4'-6" 1'-3" 11'-6" 4'-6" 4'-6"+2 more
Page 17
p17_r02 at eq spsElevation
- Pile2-445B×2rectangularreinforced concrete
- Pile4-441×4rectangularreinforced concreteAT EQ. SPACES
- Pile4-1040×1rectangularreinforced concrete
- Pile2-442×2rectangularreinforced concrete
- Pile2-445C×1rectangularreinforced concrete
189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+6 more
p17_r03 at eq spsProfile
- Pile2-445B×2rectangularreinforced concrete
- Pile4-441×4rectangularreinforced concreteAT EQ SPACES
- Pile2-445A×2rectangularreinforced concreteTYP.
- Pile2-445C×2rectangularreinforced concrete
- Pile4-1040×4rectangularreinforced concrete
- Pile4-440×4rectangularreinforced concreteOVER EACH PILE
2'-10 1/8" ft-in Left abutment to first pile7'-7/16" ft-in Inter-pile spacing7'-7/16" ft-in Inter-pile spacing7'-7/16" ft-in Inter-pile spacing7'-7/16" ft-in Inter-pile spacing44'-1 1/16" ft-in Overall length3'-3 5/8" ft-in End segment
p17_r09 plan driving objectiveNotes
- PilesH-pilesteelHP 12 x 53
212 kips Maximum factored axial loadHP 12 x 53 Pile section326 kips Driving resistance122 Minimum tip elevation (Bent 4L)144 Minimum tip elevation (Bent 4R)
p17_r02Elevation
- piles / pile elementsrectangularreinforced concreteVertical pile/bent elements supporting the deck.
189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+4 more
p17_r03Elevation
- Pile2-445B×1rectangularreinforced concrete
- Pile2-445A×1rectangularreinforced concretetypical
- Pile2-445C×1rectangularreinforced concrete
44'-1/16" ft Overall length2'-10 1/8" ft Left end to first pile7'-7/16" ft Bay spacing (typical)3'-3 5/8" ft Right end to last pile10" in Spacing between pilesEL. 188.39 ft Elevation left abutmentEL. 185.12 ft Elevation near first bayEL. 185.49 ft Elevation near mid bay
p17_r09Notes
- PilesHP 12 x 53steel
2I2 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation (Bent 4L)144 minimum tip elevation (Bent 4R)
Page 18
p18_r03 footing 3Table
- Pile×12
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r04 elevationTable
- Pile×12unknownunknownPiles BEAM 1–12; pile tip elevations not shown in this crop
p18_r06 elevationTable
- PILE×12rectangularreinforced concreteBeams BEAM 1–12 correspond to PILE NO. 1–12; PILE TIP ELEVATION not shown
1 PILE NO. 12 PILE NO. 23 PILE NO. 34 PILE NO. 45 PILE NO. 56 PILE NO. 67 PILE NO. 78 PILE NO. 8+4 more
p18_r07 footing 1Table
- Pile×12Piles numbered 1 through 12 under Footing 1 and Footing 2
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r08 footing 3Table
- Pile×12Pile Nos. 1–12; Footing 3 contains piles 1–6; Footing 4 contains piles 7–12.
p18_r09 footing 1Table
- Pile×12
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r03Table
- Pile×12
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r06Table
- Pile×12rectangular
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+16 more
p18_r07Table
- Pile×12reinforced concrete
p18_r08Table
- Pile1×1
- Pile2×1
- Pile3×1
- Pile4×1
- Pile5×1
- Pile6×1
- Pile7×1
- Pile8×1
- Pile9×1
- Pile10×1
- Pile11×1
- Pile12×1
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r09Table
- Pile×12
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more