HB Line_VA.pdf
PDF 124 KB Posted
- Solicitation number
- 69056721B000016
About this file
This document contains a vertical alignment review report for a federal highway project and the associated federal contract opportunity. The vertical alignment review report provides station elevations, vertical point of intersection locations, tangent grades and lengths for a highway project along the Historic Columbia River Highway State Trail from Viento to Mitchell Point Crossing in Oregon. The associated federal contract opportunity is solicitation number 69056721B000016 issued by the Department of Transportation Federal Highway Administration to construct improvements along OR DOT CRGNSA 100(6), the Historic Columbia River Highway State Trail. The opportunity type is a solicitation and the description refers to an attached invitation for bid.
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Text version
PHYSICAL DATA
for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
OR DOT CRGNSA 100(6)
Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
Vertical Alignment HB Line
Vertical Alignment Review Report
Report Created: Thursday, April 15, 2021 Time: 12:23:55 AM
Project: Default
Description:
File Name:
P:\F\FHAX00000250\0400CAD\RH\CHKBRD\DJI\DESIGN INFO_V2M\PE HOLD
FILE_Electronic Data\OR1006_HA_ALG.dgn
Last Revised:
4/14/2021 23:47:24
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: HB-Trail
Horizontal Description:
Horizontal Style: Alignment\Baseline - Access
Vertical Alignment: v_HB Line
Vertical Description:
Vertical Style: Alignment\Baseline - Access
Station Elevation
Element: Linear
START 1+06.003 169.263
VPI 1+28.038 172.067
Tangent Grade: 12.72568%
Tangent Length: 22.036
Element: Linear
VPI 1+28.038 172.067
VPI 1+59.109 172.348
Tangent Grade: 0.90158%
Tangent Length: 31.070
Element: Linear
VPI 1+59.109 172.348
VPI 1+81.120 174.021
Tangent Grade: 7.60137%
Tangent Length: 22.011
Element: Linear
VPI 1+81.120 174.021
VPI 1+95.253 173.952
Tangent Grade: -0.48825%
Tangent Length: 14.133
Element: Linear
VPI 1+95.253 173.952
VPI 2+12.675 171.697
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Tangent Grade: -12.94008%
Tangent Length: 17.422
Element: Linear
VPI 2+12.531 171.716
VPI 2+28.128 171.838
Tangent Grade: 0.78180%
Tangent Length: 15.598
Element: Linear
VPI 2+28.128 171.838
VPI 2+41.807 169.396
Tangent Grade: -17.85339%
Tangent Length: 13.679
Element: Linear
VPI 2+41.807 169.396
VPI 2+53.987 166.816
Tangent Grade: -21.18165%
Tangent Length: 12.180
Element: Linear
VPI 2+53.987 166.816
VPI 2+94.356 167.886
Tangent Grade: 2.65118%
Tangent Length: 40.370
Element: Linear
VPI 2+94.356 167.886
VPI 3+09.755 169.304
Tangent Grade: 9.20726%
Tangent Length: 15.398
Element: Linear
VPI 3+09.755 169.304
VPI 3+23.628 171.670
Tangent Grade: 17.05412%
Tangent Length: 13.873
Element: Linear
VPI 3+23.628 171.670
VPI 3+62.233 173.785
Tangent Grade: 5.47860%
Tangent Length: 38.606
Element: Linear
VPI 3+62.233 173.785
END 3+88.958 174.102
Tangent Grade: 1.18507%
Tangent Length:
Page 2 of 3Vertical Alignment Review Report
26.725
Page 3 of 3Vertical Alignment Review Report
File details come from the government source that posted it. Updated .