Matched toSpread Footingbridge.foundation_system.shallow_foundation.spread_footingon “Footings”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 11'-6" (Bent 2); 13'-0" (Bent 3) ftThe Bent 2 footing plan directly states an overall footing length of 11'-6". The Bent 3 footing plan directly states an overall footing plan length of 13'-0". The drawings establish two footing sizes rather than one uniform item length. | read | p16 · p16_r08 footing plan bent 2p16 · p16_r02 footing plan bent 3 |
| WidthWwants m/mm | 11'-6" (Bent 2); 13'-0" (Bent 3) ftThe Bent 2 footing plan directly states an overall footing width of 11'-6". The Bent 3 footing plan directly states an overall footing plan width of 13'-0". Both footing plans are square, so their stated plan length and width match. | read | p16 · p16_r08 footing plan bent 2p16 · p16_r02 footing plan bent 3 |
| HeightHwants m/mm | 4'-0" ftThe Bent 2 elevation gives a 4'-0" dimension for the Column 2 footing. The Bent 3 detail explicitly states "Footing depth 4'-0\" TYP.", confirming this is the footing height. | read | p14 · p14_r02 title blockp15 · p15_r02 title block |
| Instance CountNwants count | 8 count2 FOOTING 1 + 2 FOOTING 2 + 2 FOOTING 3 + 2 FOOTING 4 = 8 footings.The foundation and bent layout identifies two instances each of FOOTING 1, FOOTING 2, FOOTING 3, and FOOTING 4. | derived | p18 · p18_r01 footing 3 |
| Concrete Gradefck | not establishedThe supplied footing detail and plan readings state geometry, reinforcement, cover, and elevations but do not state a concrete strength class or grade for footings. | not found | |
| Founding LevelFLwants m | not establishedThe pile schedules include a "BOTTOM OF FOOTING ELEVATION" field, but all visible cells are blank. EL. 151.00 is stated as a footing elevation elsewhere, but the readings do not identify it specifically as the bottom/founding level. | 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
Every dimension read for it42
- 2'-0"Addition to plan footing dimensionsp2 · p02_r09 notes
- 12-420 AT EQ. SPS.bar quantity and spacingp14 · p14_r02 title block
- 4"dimensionp14 · p14_r02 title block
- 3"clear coverp14 · p14_r02 title block
- EL. 151.00elevationp14 · p14_r02 title block
- 16-920 AT EQ. SPS.bar quantity and spacingp14 · p14_r02 title block
- 11'-6"dimensionp14 · p14_r02 title block
- EL. 151.00elevationp14 · p14_r03 title block
- 4"typical dimensionp14 · p14_r02
- 3"typical clear coverp14 · p14_r02
- 4'-0"vertical dimensionp14 · p14_r02
- 4'-0"typical horizontal dimensionp14 · p14_r02
- 3'-6"typical horizontal dimensionp14 · p14_r02
- 11'-6" SQUAREtypical footing sizep14 · p14_r02
- EL. 151.00, TYP.elevationp14 · p14_r02
- EL. 151.00footing elevationp14 · p14_r03
- 3" CL., TYP.Clear coverp15 · p15_r02 title block
- 4'-0" TYP.Footing depthp15 · p15_r02 title block
- 13'-0" SQUARE TYP.Footing plan dimensionp15 · p15_r02 title block
- 18-930 AT EQ. SPS.Footing reinforcingp15 · p15_r02 title block
- 18-930Footing pile reinforcingp15 · p15_r02 title block
- EL. 151.00, TYP.Footing elevationp15 · p15_r02 title block
- 14-430 AT EQ. SPS.Pile reinforcingp15 · p15_r02 title block
- EL. 151.00, TYP.Elevationp15 · p15_r02
- 13'-0"overall footing plan widthp16 · p16_r02 footing plan bent 3
- 13'-0"overall footing plan lengthp16 · p16_r02 footing plan bent 3
- 1'-3"end spacingp16 · p16_r02 footing plan bent 3
- 5'-3"pile-line spacingp16 · p16_r02 footing plan bent 3
- 5'-3"pile-line spacingp16 · p16_r02 footing plan bent 3
- 1'-3"end spacingp16 · p16_r02 footing plan bent 3
- 1'-3"end spacingp16 · p16_r02 footing plan bent 3
- 5'-3"pile-line spacingp16 · p16_r02 footing plan bent 3
- 5'-3"pile-line spacingp16 · p16_r02 footing plan bent 3
- 1'-3"end spacingp16 · p16_r02 footing plan bent 3
- 3/8" = 1'-0"drawing scalenot attributedp16 · p16_r08 footing plan bent 2
- 11'-6"Overall footing widthp16 · p16_r08
- 1'-3"Footing width segmentp16 · p16_r08
- 1'-3"Footing width segmentp16 · p16_r08
- 11'-6"Overall footing lengthp16 · p16_r08
- 1'-3"Footing length segmentp16 · p16_r08
- 1'-3"Footing length segmentp16 · p16_r08
- 3/8" = 1'-0"Scalenot attributedp16 · p16_r08
Notes on the sheets that carry it
- p2FOUNDATION 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.
- p2PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.
- p14NOTES:
- p141. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS 1121A 3'-6" INTO CAP.
- p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
- p14"I6 FOR CAP, SECTIONS." (partial text at left crop edge)
- p14"-6” INTO CAP." (partial text at left crop edge)
- p14", TYP." (partial text at lower-left crop edge)
- p14"ER HOLES" (partial text at lower-left crop edge)
- p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.
- p1444-#21 AT EQ. SPS.
- p1411 SPS. AT 7"
- p1412-#21 SERIES
- p146 SPS AT 5"
- p1414-#22 DBL
- p1425-#21 AT EQ. SPS.
- p14EL. 151.00, TYP.
- p152. BARS 432 NOT SHOWN.
- p153. EXTEND BARS 131A 3'-9" INTO CAP.
- p15* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.
- p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
- p151. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.
- p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.
- p15* CONST. JT., TYP.
- p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.
- p15ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial
- p162" MIN. CL., TYP.
- p162" CL., 3 SIDES
- p165-422 OR 5-432 EACH FACE
- p18BOTTOM OF FOOTING ELEVATION
- p18THIS “AS-BUILT FOUNDATION INFORMATION” SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION.
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r09 notesNotes
- footingReferenced in foundation backfill note.
1'-0" Foundation backfill thickness2'-0" Addition to plan footing dimensions
Page 14
p14_r02 title blockElevation
- footing×2rectangularOne footing is shown under each column; Column 2 footing is shown with 11'-6" square typical dimension.
44-421 cap reinforcement spacingAT EQ. SPS. cap reinforcement spacingEL. 185.78 elevationEL. 185.23 elevationEL. 185.96 elevationEL. 185.41 elevationEL. 186.10 elevationEL. 185.55 elevation+63 more
p14_r03 title blockElevation
- footing×2rectangularreinforced concreteOne footing is shown below each column.
44-#21 AT EQ. SPS. reinforcement spacing and quantityEL. 186.42 elevationEL. 185.84 elevationEL. 186.29 elevationEL. 185.75 elevationEL. 186.12 elevationEL. 185.58 elevationEL. 185.94 elevation+37 more
p14_r02Elevation
- footing×2rectangularFooting at Column 1 and typical footing detail at Column 2.
44-421 cap reinforcement spacing4'-10" minimum cap depth9" vertical dimension4'-8" vertical dimension8'-9" cap/column horizontal dimension25'-0" cap/column horizontal dimension8'-9" cap/column horizontal dimension6" bar spacing+61 more
p14_r03Elevation
- footing×2rectangular
44-#21 cap reinforcement spacing4'-0" cap depthMIN. minimum cap depthEL. 186.42 elevation (BK)EL. 185.84 elevation (AH)EL. 186.29 elevation (BK)EL. 185.75 elevation (AH)EL. 186.12 elevation (BK)+30 more
Page 15
p15_r02 title blockUnclear
- Footing×4rectangularEL. 151.00, TYP. is called out at footings.
44-431 AT EQ. SPS. Cap reinforcing8-1132 Cap reinforcing2-530 Cap reinforcing8-1133 Cap reinforcing4'-0" MIN. Cap depth25'-0" Cap length between indicated column regions8'-9" End dimension12-531 Column reinforcing+65 more
p15_r02Detail
- Footing×4rectangularreinforced concreteEL. 151.00, TYP.
44-43I AT EQ. SPS. Cap reinforcing-bar spacingEL. 185.79 (AH) ElevationEL. 185.24 (BK) ElevationEL. 185.98 (AH) ElevationEL. 185.43 (BK) ElevationEL. 186.14 (AH) ElevationEL. 185.60 (BK) ElevationEL. 186.30 (AH) Elevation+84 more
Page 16
p16_r02 footing plan bent 3Detail
- footingBENT 3×1rectangularShown in footing plan and Section B-B.
4'-3" overall width at ℄ BENT2'-1½" width from ℄ BENT2'-1½" width from ℄ BENT11½" spacing1'-2" spacing1'-2" spacing11½" spacing2" minimum clear cover+14 more
p16_r08 footing plan bent 2Plan
- footingBENT 2×1rectangularOverall plan dimensions shown as 11'-6" by 11'-6".
11'-6" overall footing width1'-3" horizontal end spacing4'-6" horizontal pile spacing4'-6" horizontal pile spacing1'-3" horizontal end spacing11'-6" overall footing length1'-3" vertical end spacing4'-6" vertical pile spacing+3 more
p16_r02Detail
- footingBENT 3×1rectangularShown in FOOTING PLAN - BENT 3.
4'-3" overall width at SECTION B-B2'-1½" centerline-to-centerline width2'-1½" centerline-to-centerline width11½" bearing offset1'-2" intermediate spacing1'-2" intermediate spacing11½" bearing offset4'-0" MIN. minimum depth+17 more
p16_r08Plan
- Footing×1rectangularPlan outline for Bent 2 footing.
11'-6" Overall footing width1'-3" Footing width segment4'-6" Pile spacing4'-6" Pile spacing1'-3" Footing width segment11'-6" Overall footing length1'-3" Footing length segment4'-6" Pile spacing+3 more
Page 18
p18_r01 footing 3Plan
- footingFOOTING 1×2rectangularOne shown at BENT 2 LEFT and one at BENT 3 LEFT.
- footingFOOTING 2×2rectangularOne shown at BENT 2 LEFT and one at BENT 3 LEFT.
- footingFOOTING 3×2rectangularOne shown at BENT 2 RIGHT and one at BENT 3 RIGHT.
- footingFOOTING 4×2rectangularOne shown at BENT 2 RIGHT and one at BENT 3 RIGHT.
- footingpartial rectangularPartial footing-related plan is cut off at the upper-right edge; callout reads only "FOOTI".
p18_r02 footing elevationSection
- footing×1rectangularOnly a partial portion of the footing is visible in the crop.
p18_r03 footing 3Table
- footingFOOTING 3×1Pile Nos. 1 through 6 are listed at this footing location.
- footingFOOTING 4×1Pile Nos. 7 through 12 are listed at this footing location.
p18_r05 notesNotes
- FootingsReferenced in the note; no footing details are shown.
p18_r07 footing 1Table
- FootingFOOTING 1×1Associated with Pile Nos. 1 through 6.
- FootingFOOTING 2×1Associated with Pile Nos. 7 through 12.
p18_r08 footing 3Table
- footingFOOTING 3×1Listed as the pile location for piles 1 through 6.
- footingFOOTING 4×1Listed as the pile location for piles 7 through 12.
p18_r09 footing 1Schedule
- FootingFOOTING 1×1Associated with Pile Nos. 1 through 6.
- FootingFOOTING 2×1Associated with Pile Nos. 7 through 12.
p18_r01Plan
- FootingFOOTING 1–FOOTING 4×8rectangular, skewed in planFootings are shown for BENT 2 and BENT 3, at LEFT and RIGHT locations.
p18_r02Elevation
- footing×1rectangularOnly a partial elevation of the footing is visible.
p18_r03Table
- footingFOOTING 3×1Associated with pile numbers 1 through 6.
- footingFOOTING 4×1Associated with pile numbers 7 through 12.
p18_r07Table
- FootingFOOTING 1×1Pile locations 1 through 6 are listed.
- FootingFOOTING 2×1Pile locations 7 through 12 are listed.
p18_r08Table
- footingFOOTING 3×1Associated with pile numbers 1 through 6.
- footingFOOTING 4×1Associated with pile numbers 7 through 12.
p18_r09Table
- footingFOOTING 1×1Associated with pile numbers 1 through 6.
- footingFOOTING 2×1Associated with pile numbers 7 through 12.