Site_3_Cascade_Creek_Bridge_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 8
View the file
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_2_Five_Rivers_Bridge_No_1_Alignment_&_Profile_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 | ||
| Five_Rivers_Bridge_No._2_Inspection_Report.pdf | ||
| Five_Rivers_Bridge_No._1_Inspection_Report.pdf | ||
| PROJECT_DESCRIPTION_OR_5_Rivers.pdf |
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Text version
F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i
Chain BRIDGE3CL contains:
CUR C43 CUR C42
Beginning chain BRIDGE3CL description
Curve Data Curve C43 P.I. Station 302+69.05 N 256,346.3722 E 7,326,301.8802 Delta = 30° 52' 49.65" (RT) Degree = 22° 55' 05.92" Tangent = 69.0504 Length = 134.7414 Radius = 250.0000 External = 9.3607 Long Chord = 133.1165 Mid. Ord. = 9.0228 P.C. Station 302+00.00 N 256,413.2905 E 7,326,284.8541 P.T. Station 303+34.74 N 256,280.2016 E 7,326,282.1470 C.C. N 256,351.6467 E 7,326,042.5732 Back = S 14° 16' 29.84" E Ahead = S 16° 36' 19.81" W Chord Bear = S 1° 09' 54.98" W
Course from PT C43 to PC C42 S 16° 36' 19.81" W Dist 102.7929
Curve Data Curve C42 P.I. Station 305+19.13 N 256,103.4993 E 7,326,229.4513 Delta = 13° 17' 52.79" (RT) Degree = 8° 11' 06.40" Tangent = 81.5995 Length = 162.4657 Radius = 700.0000 External = 4.7400 Long Chord = 162.1013 Mid. Ord. = 4.7081 P.C. Station 304+37.53 N 256,181.6957 E 7,326,252.7708 P.T. Station 306+00.00 N 256,032.7634 E 7,326,188.7706 C.C. N 256,381.7419 E 7,325,581.9642 Back = S 16° 36' 19.81" W Ahead = S 29° 54' 12.60" W Chord Bear = S 23° 15' 16.20" W
Ending chain BRIDGE3CL description
<* 2 Print Profile PROP03
Beginning profile PROP03 description:
STATION ELEV GRADE TOTAL L BACK L AHEAD L
VPI 1 302+00.66 175.1395
F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i
VPC 303+93.21 175.4915 0.1828 K = 24.0
VPI 2 304+43.21 175.5829 100.0000 50.0000 50.0000
VPT 304+93.21 177.7604 4.3551
VPI 3 305+99.78 182.4016 4.3551
Ending profile PROP03 description
File details come from the government source that posted it.