Matched toRoad Alignmentbridge.alignment_system.road_alignmenton “ACCESS RD.”
| The class asks for | Value | How | From |
|---|---|---|---|
| ChainageCHwants m | 302+00 to 305+50 mAccess-road centerline elevations are explicitly given at stations 302+00, 302+50, 303+00, 303+50, 304+00, 304+50, 305+00, and 305+50. Therefore, the established chainage extent shown for ℄ ACCESS RD. is 302+00 to 305+50.Each listed station has an elevation specifically assigned to ℄ ACCESS RD.; the reported value is the range from the first to the last explicitly shown access-road station. Station notation is retained as written on the drawing. | derived | p3 · p03_r02 title block |
| RadiusRwants m/mm | not establishedNo radius value or horizontal-curve data is stated for the future access road in the provided readings. | not found | |
| SlopeSLOPEwants ratio/percent | not establishedAccess-road elevations are shown at several stations, but no single slope/grade is stated for the access road. The elevations are non-uniform between the shown stations, so one overall slope cannot be honestly established. | 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 it8
- 305+50stationnot attributedp3 · p03_r02 title block
- 305+00stationnot attributedp3 · p03_r02 title block
- 304+50stationnot attributedp3 · p03_r02 title block
- 304+00stationnot attributedp3 · p03_r02 title block
- 303+50stationnot attributedp3 · p03_r02 title block
- 303+00stationnot attributedp3 · p03_r02 title block
- 302+50stationnot attributedp3 · p03_r02 title block
- 302+00stationnot attributedp3 · p03_r02 title block
Notes on the sheets that carry it
- p1FRONT FACE OF WALL 1
- p1FRONT FACE OF WALL 2
- p1ℂ FUTURE ACCESS ROAD
- p1ℂ FUTURE TRACK
- p1ℂ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p112'-1" MIN.
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1AHEAD
- p1TO PERKINS
- p1TO US 25/SR 121
- p1PGL WESTBOUND
- p1PGL EASTBOUND
- p1ℂ BENT 2L / ℂ BENT 2R
- p1ℂ BENT 3L / ℂ BENT 3R
- p1B.F.P.R. BENT 1L / 1R / 4L / 4R
- p181°-20'-05.0", TYP.
- p1STA. 18+16.85, ℂ SR 21 = STA. 303+80.83, ℂ CENTRAL OF GEORGIA RAILROAD COMPANY
- p1BEGIN BRIDGE STA. 17+23.00
- p1STA. 17+29.07
- p1RRMP D-0080.54
- p1ℂ SR 21
- p1N 83°-43'-21.7" E
- p1PT#3
- p1END BRIDGE STA. 19+15.00
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1TO GA HIGHWAY 23
- p1RR R/W
- p1TO MILLEN
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1TOTAL LENGTH OF BRIDGE = 192'-0" ***
- p3SURVEY DATED SEPTEMBER 18, 2024
- p3LIMITS OF LEFT BRIDGE
- p3LIMITS OF RIGHT BRIDGE
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- Future access road×1linearunspecifiedCenterline shown, planned
192'-0" ft-in Total length of bridge55'-0" ft-in Span 1 length82'-0" ft-in Span 2 length55'-0" ft-in Span 3 length40'-0" ft-in Gutter to gutter width43'-7" ft-in Out to out width1'-9 1/2" ft-in Deck edge to point of min vert clearance6'-0" ft-in Offset dimension+21 more
p01_r01Plan
- Future access road×1linear
12'-1" MIN. Minimum dimension74'-7 15/16" DimensionN 2°-23'-16.71" E Bearing / direction75'-10 15/16" Dimension1'-9½" Minimum vertical clearance offset6'-0" Dimension40'-0" Gutter-to-gutter width43'-7" Gutter-to-out width+23 more
Page 3
p03_r01 elevations on existing central of gPlan
- future access road×1dashed alignment line
81°-20’-05.0” bridge skew angleN 83°-43’-21.7” E bearingSTA. 18+16.85 stationSTA. 303+80.83 stationSTA. 17+23.00 begin bridge stationSTA. 19+15.00 end bridge station302+00 station302+50 station+38 more
p03_r02 title blockCross Section
- access road℄ ACCESS RD.×8irregular depressed profileCenterline callout shown in each cross section.
170 elevation160 elevation150 elevation156.38 access road elevation161.94 existing track elevation161.94 existing track elevation305+50 station170 elevation+48 more
p03_r01Plan
- Future access road×1linear alignment
18+16.85 SR 21 station303+80.83 Central of Georgia Railroad Company station17+23.00 Begin bridge station19+15.00 End bridge station81°-20'-05.0” Typical angle81°-20'-05.0” AngleN 83°-43'-21.7” E Bearing302+00 Railroad station+17 more