Matched toRoad Alignmentbridge.alignment_system.road_alignmenton “roadway alignment”
| The class asks for | Value | How | From |
|---|---|---|---|
| ChainageCHwants m | STA. 18+16.85 stationRead directly as the station applying to SR 21.The plan explicitly identifies this station as applying to the SR 21 roadway alignment. The drawing expresses chainage in station format rather than metres. | read | p3 · p03_r01 elevations on existing central of gp3 · p03_r01 |
| RadiusRwants m/mm | not establishedNo horizontal curve radius is stated for the SR 21 roadway alignment in the provided readings. | not found | |
| SlopeSLOPEwants ratio/percent | not establishedNo roadway alignment slope, grade, or percent is stated in the provided readings. | 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 it6
- N 83°-43’-21.7” Ebearingp3 · p03_r01 elevations on existing central of g
- STA. 18+16.85stationp3 · p03_r01 elevations on existing central of g
- 18+16.85SR 21 stationp3 · p03_r01
- 17+23.00Begin bridge stationp3 · p03_r01
- 19+15.00End bridge stationp3 · p03_r01
- N 83°-43'-21.7” EBearingp3 · p03_r01
Notes on the sheets that carry it
- p3SURVEY DATED SEPTEMBER 18, 2024
- p3℄ FUTURE ACCESS ROAD
- p3℄ FUTURE TRACK
- p3℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p3LIMITS OF LEFT BRIDGE
- p3BEGIN BRIDGE STA. 17+23.00
- p3END BRIDGE STA. 19+15.00
- p3LIMITS OF RIGHT BRIDGE
- p3TO US 25/SR 121
- p3TO GA HIGHWAY 23
- p3TO PERKINS
- p3TO MILLEN
- p3AHEAD
Every crop it was read in — the drawing beside what the model took off it
Page 3
p03_r01 elevations on existing central of gPlan
- SR 21 roadway alignmentSR 21×1centerlinePGL westbound and PGL eastbound are shown.
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_r01Plan
- SR 21 roadway alignmentSR 21×1linear alignmentPGL westbound and PGL eastbound are shown.
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
Page 7
p07_r02Unclear
- centerline℄ SR 21/MILLEN BYPASS×1dashed lineVertical dashed centerline with arrow callout; also identified as construction and symmetry centerline.