V Line_VA.pdf
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- Solicitation number
- 69056721B000016
About this file
This document contains a vertical alignment review report and details of a related federal contract opportunity for construction services. The vertical alignment review report provides station elevations, element types including tangents, parabolas and lengths, entrance and exit grades, radius values and other geometric design parameters for a section of roadway. The related federal contract opportunity is a solicitation issued by the Department of Transportation Federal Highway Administration seeking construction services for the OR DOT CRGNSA 100(6) Historic Columbia River Highway State Trail project. The solicitation includes an attached Invitation for Bid and details the opportunity type, describing it as a solicitation, along with the issuing agency and project name.
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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 V Line
Vertical Alignment Review Report
Report Created: Thursday, April 15, 2021 Time: 12:18:05 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: V_Line
Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: v_V Line
Vertical Description:
Vertical Style: Alignment\Baseline
Station Elevation
Element: Linear
START 9+88.845 153.677
VPC 9+91.857 153.650
Tangent Grade: -0.90615%
Tangent Length: 3.012
Element: Symmetrical Parabola
VPC 9+91.857 153.650
VPI 10+01.857 153.559
VPT 10+11.857 153.776
VLP 9+97.757 153.623
Length: 20.000
Entrance Grade: -0.90615%
Exit Grade: 2.16568% r = (g2 - g1) / L: 15.359
K = l / (g2 - g1): 6.511
Middle Ordinate: 0.077
Element: Linear
VPT 10+11.857 153.776
VPC 10+19.942 153.951
Tangent Grade: 2.16568%
Tangent Length: 8.084
Element: Symmetrical Parabola
VPC 10+19.942 153.951
Page 1 of 4Vertical Alignment Review Report
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VPI 10+34.942 154.276
VPT 10+49.942 155.776
Length: 30.000
Entrance Grade: 2.16568%
Exit Grade: 10.00000% r = (g2 - g1) / L: 26.114
K = l / (g2 - g1): 3.829
Middle Ordinate: 0.294
Element: Linear
VPT 10+49.942 155.776
VPC 11+09.122 161.694
Tangent Grade: 10.00000%
Tangent Length: 59.180
Element: Symmetrical Parabola
VPC 11+09.122 161.694
VPI 11+39.122 164.694
VPT 11+69.122 165.084
Length: 60.000
Entrance Grade: 10.00000%
Exit Grade: 1.30000% r = (g2 - g1) / L: -14.500
K = l / (g2 - g1): 6.897
Middle Ordinate: -0.653
Element: Linear
VPT 11+69.122 165.084
VPC 13+18.388 167.024
Tangent Grade: 1.30000%
Tangent Length: 149.266
Element: Symmetrical Parabola
VPC 13+18.388 167.024
VPI 13+43.388 167.349
VPT 13+68.388 167.924
Length: 50.000
Entrance Grade: 1.30000%
Exit Grade: 2.30000% r = (g2 - g1) / L: 2.000
K = l / (g2 - g1): 50.000
Middle Ordinate: 0.063
Element: Linear
VPT 13+68.388 167.924
VPC 13+91.459 168.455
Tangent Grade: 2.30000%
Tangent Length: 23.072
Page 2 of 4Vertical Alignment Review Report
Element: Symmetrical Parabola
VPC 13+91.459 168.455
VPI 14+16.459 169.030
VPT 14+41.459 169.115
Length: 50.000
Entrance Grade: 2.30000%
Exit Grade: 0.33881% r = (g2 - g1) / L: -3.922
K = l / (g2 - g1): 25.495
Middle Ordinate: -0.123
Element: Linear
VPT 14+41.459 169.115
VPC 15+00.477 169.314
Tangent Grade: 0.33881%
Tangent Length: 59.018
Element: Symmetrical Parabola
VPC 15+00.477 169.314
VPI 15+23.477 169.392
VPT 15+46.477 167.092
VHP 15+01.985 169.317
Length: 46.000
Entrance Grade: 0.33881%
Exit Grade: -10.00000% r = (g2 - g1) / L: -22.476
K = l / (g2 - g1): 4.449
Middle Ordinate: -0.594
Element: Linear
VPT 15+46.477 167.092
VPC 15+91.586 162.582
Tangent Grade: -10.00000%
Tangent Length: 45.109
Element: Symmetrical Parabola
VPC 15+91.586 162.582
VPI 16+04.336 161.307
VPT 16+17.086 160.566
Length: 25.500
Entrance Grade: -10.00000%
Exit Grade: -5.80620% r = (g2 - g1) / L: 16.446
K = l / (g2 - g1): 6.080
Middle Ordinate: 0.134
Element: Linear
VPT 16+17.086 160.566
END 16+39.489 159.265
Page 3 of 4Vertical Alignment Review Report
-5.80620%
Tangent Length: 22.403
Page 4 of 4Vertical Alignment Review Report
File details come from the government source that posted it. Updated .