aka-fnsb-tanana1_PROF_APPR_Levee.pdf
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- Solicitation number
- 69056722B000024
About this file
This document includes a vertical profile report and related federal contract opportunity for the AK FNSB TANANA(1), Tanana River Recreation Access Improvements project. The vertical profile report provides station elevations and element details for the proposed access road alignment. The related federal contract opportunity is an Invitation for Bid soliciting bids for the project. The IFB, plans, and physical data documents are available for download. The solicitation is issued by the Department of Transportation Federal Highway Administration. Bids are due by the date specified in the IFB. The awarded contract will provide for improvements to recreation access along the Tanana River, including construction of an access road per the design plans.
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Vertical Profile Report
Levee
AK FNSB TANANA(1)
Vertical Alignment Review Report
Report Created: Tuesday, August 2, 2022 Time: 11:31:33 AM
Project: Default
Description:
File Name:
J:\2019\191121 Tanana River Recreational Access\03. Design\01. Drawings\x-engineering\Approach Modeling.dgn
Last Revised:
8/2/2022 11:29:15
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: Prop Edge of Widened Pavement6
Horizontal Description:
Horizontal Style: Alignment\PND_TRAIL_ALG
Vertical Alignment: Access Road
Vertical Description:
Vertical Style: Alignment\PND_ALG
Station Elevation
Element: Linear
START 30000.000 443.434
VPC 30014.388 443.761
Tangent Grade: 0.023
Tangent Length: 14.388
Element: Symmetrical Parabola
VPC 30014.388 443.761
VPI 30024.388 443.988
VPT 30034.388 444.663
Length: 20.000
Entrance Grade: 0.023
Exit Grade: 0.068 r = (g2 - g1) / L: 22.401
K = l / (g2 - g1): 4.464
Middle Ordinate: 0.112
Element: Linear
VPT 30034.388 444.663
VPC 30131.397 451.211
Tangent Grade: 0.068
Tangent Length: 97.009
Element: Symmetrical Parabola
VPC 30131.397 451.211
VPI 30141.397 451.886
Page 1 of 3Vertical Alignment Review Report
8/2/2022
VPT 30151.397 452.086
Length: 20.000
Entrance Grade: 0.068
Exit Grade: 0.020 r = (g2 - g1) / L: -23.751
K = l / (g2 - g1): 4.210
Middle Ordinate: -0.119
Element: Linear
VPT 30151.397 452.086
VPI 30176.397 452.586
Tangent Grade: 0.020
Tangent Length: 25.000
Element: Linear
VPI 30176.397 452.586
VPI 30192.538 452.944
Tangent Grade: 0.022
Tangent Length: 16.140
Element: Linear
VPI 30192.538 452.944
VPI 30208.678 452.650
Tangent Grade: -0.018
Tangent Length: 16.140
Element: Linear
VPI 30208.678 452.650
VPC 30233.678 452.150
Tangent Grade: -0.020
Tangent Length: 25.000
Element: Symmetrical Parabola
VPC 30233.678 452.150
VPI 30243.678 451.950
VPT 30253.678 451.150
Length: 20.000
Entrance Grade: -0.020
Exit Grade: -0.080 r = (g2 - g1) / L: -30.001
K = l / (g2 - g1): 3.333
Middle Ordinate: -0.150
Element: Linear
VPT 30253.678 451.150
VPC 30327.624 445.235
Tangent Grade: -0.080
Tangent Length: 73.946
Page 2 of 3Vertical Alignment Review Report
Element: Symmetrical Parabola
VPC 30327.624 445.235
VPI 30337.624 444.435
VPT 30347.624 444.260
Length: 20.000
Entrance Grade: -0.080
Exit Grade: -0.018 r = (g2 - g1) / L: 31.251
K = l / (g2 - g1): 3.200
Middle Ordinate: 0.156
Element: Linear
VPT 30347.624 444.260
END 30355.256 444.126
Tangent Grade: -0.018
Tangent Length: 7.632
Page 3 of 3Vertical Alignment Review Report
File details come from the government source that posted it. Updated .