Matched toSeismic Restrainerbridge.substructure.seismic_restraineron “Seismic stopper”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not establishedNo dimension in the supplied seismic-stopper details is identified as the seismic stopper length. | not found | |
| WidthWwants m/mm | 1500The dimension is explicitly labelled "Seismic stopper width" and applies to "RCC seismic stopper". The drawing does not state a unit alongside this dimension.This is an explicit width dimension for the RCC seismic stopper, rather than a neighbouring bearing or pier dimension. | read | p2 · p02_r04 section b b |
| HeightHwants m/mm | not establishedNo vertical dimension is assigned to the seismic stopper. The shown vertical dimensions apply to the girder, pier cap, pilecap, or deck-related elements. | not found | |
| Instance CountNwants count | 2 count1 RCC seismic stopper at pier P1 + 1 RCC seismic stopper at abutment A2 = 2 RCC seismic stoppers.The two cited sections are distinct support locations, P1 and A2, and each explicitly shows one RCC seismic stopper. The other two crops repeat these same respective section views and are not counted again. | derived | p2 · p02_r04 section b bp2 · p02_r05 section a a |
| Material TypeMAT | RCCThe seismic stopper is identified as "RCC seismic stopper" and its material is stated as "RCC".Both abutment-section readings directly identify the seismic stopper as RCC. | read | p2 · p02_r05 section a ap2 · p02_r05 |
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 it5
- 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1500Seismic stopper widthp2 · p02_r04 section b b
Notes on the sheets that carry it
- p2POT-PTFE BEARING (TYP.)
- p2RCC SEISMIC STOPPER
- p2STONE PITCHING
- p2INDEPENDENT RETAINING WALL
- p2600 THK. FILTER MEDIA
- p21200 DIA BORED CAST-IN-SITU PILES
- p2RCC CRASH BARRIER FRL
- p2DECK CONTINUITY
- p2PRECAST PSC GIRDER (TYP.)
- p2RCC COLUMN PIER
- p2RCC PILECAP
- p2CHAMFER 25X25
- p2RCC CRASH BARRIER
- p2FRL
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r05Section
- Seismic stopper×1rectangularRCC
1070 (SQ.) offset to C OF BRG.1236 (SK.) offset to C OF BRG.80(SQ.) EXP.GAP92(SK) EXP.GAP230 deck/slab vertical dimension2650 vertical dimension1500 horizontal dimension2850 horizontal dimension+12 more
pier_p1Section
- RCC seismic stopper×1rectangularreinforced concrete
1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.230 vertical dimension at crash barrier/deck230 vertical dimension at crash barrier/deck2650 vertical girder depth dimension2650 vertical girder depth dimension+18 more
p02_r04 section b bSection
- RCC seismic stopper×1rectangularreinforced concrete
1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.230 Crash barrier/deck vertical dimension230 Crash barrier/deck vertical dimension2650 Girder depth vertical dimension2650 Girder depth vertical dimension+14 more
p02_r05 section a aSection
- RCC seismic stopper×1rectangular blockRCC
1070 dimension (SQ.)1236 dimension (SK.)80 EXP.GAP (SQ.)92 EXP.GAP (SK)3500 dimension (SQ)230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more