Matched toReinforcing Barbridge.ancillary_system.reinforcement_system.rebaron “#8 BAR”
| The class asks for | Value | How | From |
|---|---|---|---|
| Reinforcement Diameterbar_Dwants mm | not establishedThe pile connection reinforcement is identified only as “#8 BAR.” No physical bar diameter in mm is stated in the provided readings; the #8 designation cannot be converted to a numeric diameter from the drawing readings alone. | not found | |
| Bar LengthL_barwants m/mm | 24" MIN. inPile connection detail explicitly labels the #8 BAR minimum length as 24" MIN.The stated 24" MIN. dimension is explicitly applied to the #8 BAR in the pile connection detail. It is a minimum bar length, not an exact developed bar length. | read | p15 · p15_r02 title blockp14 · p14_r02 |
| Reinforcement CountN_barwants count | 2 countThe pile connection reinforcement / #8 BAR is listed with count 2 in the pile connection detail.Both readings identify two pile connection reinforcement bars in the pile connection detail. | read | p15 · p15_r02 title blockp14 · p14_r02 |
| Steel Gradefy | not establishedNo steel grade, yield strength, ASTM designation, or reinforcing-steel specification is stated for the #8 pile connection bars in the provided readings. | not found | |
| MassMwants kg/t | not establishedNo bar mass, unit weight, exact developed bar length, or reinforcing steel schedule is provided. Mass cannot be calculated from the stated minimum length and count alone. | 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 it7
- 15°pile connection bar anglep14 · p14_r02
- 15°pile connection bar anglep14 · p14_r02
- 30°pile connection bar anglep14 · p14_r02
- 24" MIN.pile connection bar minimum lengthp14 · p14_r02
- 15°Pile connection detail bar anglep15 · p15_r02 title block
- 30°Pile connection detail bar anglep15 · p15_r02 title block
- 24" MIN.Pile connection detail minimum dimensionp15 · p15_r02 title block
Notes on the sheets that carry it
- p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS 1121A 3'-6" INTO CAP.
- 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.
- p151. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- 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
Every crop it was read in — the drawing beside what the model took off it
Page 14
p14_r02Elevation
- pile connection reinforcement#8 BAR×2U-shapedPile connection detail shows bent bars at H-pile.
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
Page 15
p15_r02 title blockUnclear
- Pile connection reinforcement#8 BAR×2bent barShown in pile connection detail.
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
- Pile connection reinforcement bar#8 BARU-shapedShown in PILE CONNECTION DETAIL.
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