Matched toReinforced Soil Wallbridge.approach_earthwork_system.reinforced_soil_wallon “MSE wall abutments”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not establishedThe readings identify MSE wall abutments and their association with the end bents, but provide no dimension for the abutments' length. The listed beam-span and guardrail-detail lengths belong to other items. | not found | |
| HeightHwants m/mm | not establishedNo height dimension is stated for the MSE wall abutments. The 3'-6" heights shown apply to end post and guardrail attachment details, not to the abutments. | not found | |
| Surface AreaA_surfacewants m2 | not establishedMSE wall abutment length and height are not established in the readings; therefore no wall surface area can be derived. | not found | |
| Instance CountNwants count | 2 countThe notes state: "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS." The item is identified as two MSE wall abutments associated with those two end bents.The count is explicitly recorded for MSE wall abutments in the second crop and is corroborated by the combined end-bent/MSE-wall-abutment note in both crops. | read | p2 · p02_r02p2 · p02_r02 typical fill detail at end of bridge ga |
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
Notes on the sheets that carry it
- p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN
- p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN
- p22 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN
- p22 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN
- p24 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)
- p2(L = 4'-3"; W = 1'-1"; H = 3'-6")
- p2(L = 4'-6"; W = 1'-1"; H = 3'-6")
- p2BAR BENDING DETAILS ------------------------- GA. STD. 3901 (8-69)
- p2CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)
- p2TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r02 typical fill detail at end of bridge gaNotes
- MSE wall abutmentsAssociated with steel H pile end bents.
55'-0" AASHTO Type II PSC beam span length82'-0" AASHTO Type III PSC beam span length4'-3" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height4'-6" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height
p02_r02Notes
- MSE wall abutment×2Associated with steel H-pile end bents; special design.
55'-0" PSC beam span2 Quantity82'-0" PSC beam span1 Quantity2 Quantity2 Quantity4 Quantity4'-3" L+5 more