Site_2_Five_Rivers_Bridge_No_1_Alignment_&_Profile_Report.pdf
PDF 10 KB Posted
- Attached to
- OR LINCOLN 807(1), Five Rivers Road Overlay Federal contract opportunity
- Solicitation number
- 69056719B000007
About this file
Physical Data 7
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum.pdf | ||
| Q&A_05-23-19.pdf | ||
| Amendment_A001.pdf | ||
| OR_LINCOLN_807(1)_Five_Rivers_Overlay_Plans_100__FINAL_4-02-19.pdf | ||
| Cascade_Creek_Bridge_Inspection_Report.pdf | ||
| Site_1_Alsea_River_Bridge_Alignment_&_Profile_Report.pdf | ||
| Site_4_Five_Rivers_Bridge_No_2_Alignment_&_Profile_Report.pdf | ||
| Alsea_River_Bridge_Inspection_Report_(1).pdf | ||
| IFB.pdf | ||
| Five_Rivers_Overlay_100__Cross_Sections_04-04-19.pdf | ||
| Site_3_Cascade_Creek_Bridge_Alignment_&_Profile_Report.pdf | ||
| Five_Rivers_Bridge_No._2_Inspection_Report.pdf | ||
| Five_Rivers_Bridge_No._1_Inspection_Report.pdf | ||
| PROJECT_DESCRIPTION_OR_5_Rivers.pdf |
Show all 14
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Text version
F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i
Chain BRIDGE2CL contains:
1110 CUR BRIDGE2CL-1 CUR C41
Beginning chain BRIDGE2CL description
Point 1110 N 262,705.4514 E 7,331,821.5334 Sta 201+00.00
Course from 1110 to PC BRIDGE2CL-1 S 13° 53' 48.62" E Dist 55.1281
Curve Data Curve BRIDGE2CL-1 P.I. Station 202+44.04 N 262,565.6407 E 7,331,856.1745 Delta = 50° 09' 15.73" (RT) Degree = 30° 09' 20.42" Tangent = 88.9103 Length = 166.3182 Radius = 190.0000 External = 19.7738 Long Chord = 161.0587 Mid. Ord. = 17.9098 P.C. Station 201+55.13 N 262,651.9370 E 7,331,834.7738 P.T. Station 203+21.45 N 262,493.9180 E 7,331,803.6304 C.C. N 262,606.2040 E 7,331,650.3599 Back = S 13° 55' 40.31" E Ahead = S 36° 13' 35.43" W Chord Bear = S 11° 08' 57.56" W
Course from PT BRIDGE2CL-1 to PC C41 S 36° 13' 35.43" W Dist 189.9097
Curve Data Curve C41 P.I. Station 206+08.03 N 262,262.7348 E 7,331,634.2656 Delta = 30° 52' 53.24" (RT) Degree = 16° 22' 12.80" Tangent = 96.6738 Length = 188.6441 Radius = 350.0000 External = 13.1058 Long Chord = 186.3690 Mid. Ord. = 12.6328 P.C. Station 205+11.36 N 262,340.7203 E 7,331,691.3978 P.T. Station 207+00.00 N 262,225.1291 E 7,331,545.2059 C.C. N 262,547.5629 E 7,331,409.0573 Back = S 36° 13' 35.43" W Ahead = S 67° 06' 28.67" W Chord Bear = S 51° 40' 02.05" W
Ending chain BRIDGE2CL description
<* 2 Print Profile PROP2
Beginning profile PROP2 description:
F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i
STATION ELEV GRADE TOTAL L BACK L AHEAD L
VPI 1 201+00.04 146.5977
VPC 201+29.88 145.6784 -3.0808 K = 62.1
VPI 2 202+04.88 143.3678 150.0000 75.0000 75.0000
VPT 202+79.88 142.8686 -0.6656
VPC 203+33.23 142.5135 -0.6656 K = 121.3 SSD = 1195.2
VPI 3 203+90.73 142.1308 115.0000 57.5000 57.5000
VPT 204+48.23 141.2027 -1.6140
VPC 205+50.49 139.5523 -1.6140 K = 33.7
VPI 4 206+00.49 138.7453 100.0000 50.0000 50.0000
Low Point 206+04.90 139.1132
VPT 206+50.49 139.4215 1.3525
VPI 5 207+00.00 140.0911 1.3525
Ending profile PROP2 description
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