ak-r-kna7452501_proposed-profile_02.pdf

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Attached to
AK FWS KNA 74525(1) Swan Lake Road Project
Solicitation number
69056723B000020
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About this file

This document contains a vertical alignment review report for the AK FWS KNA 74525(1) Swan Lake Road Project. The report provides details on the horizontal and vertical alignment styles and specifications, including station elevations, element types such as tangents, parabolas, and their parameters. It also lists the solicitation number 69056723B000020 for the project issued by the Department of Transportation Federal Highway Administration.

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Text version

Vertical Alignment Review Report

Report Created: Thursday, August 10, 2023 Time: 1:21:00 PM

Project: Default

Description:

File Name: c:\pw-work\d0515949\ak-r-kenai7452501_ALI_02.dgn

Last Revised: 8/10/2023 13:19:11 Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: SITE_2

Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: SITE_2

Vertical Description:

Vertical Style: Alignment\Baseline

Station Elevation

Element: Linear

START 129+00.00 199.678

VPC 129+76.00 198.680

Tangent Grade: -0.013

Tangent Length: 76.000

Element: Symmetrical Parabola

VPC 129+76.00 198.680

VPI 130+26.00 198.023

VPT 130+76.00 199.005

VLP 130+16.08 198.417

Length: 100.000

Entrance Grade: -0.013

Exit Grade: 0.020 r = 100 * (g2 - g1) / L: 3.277

K = l / (g2 - g1): 30.520

Middle Ordinate: 0.410

Element: Linear

VPT 130+76.00 199.005

VPC 131+08.00 199.633

Tangent Grade: 0.020

Tangent Length: 32.000

Element: Symmetrical Parabola

VPC 131+08.00 199.633

VPI 131+58.00 200.615

VPT 132+08.00 200.345

Page 1 of 2Vertical Alignment Review Report

VHP 131+86.41 200.403

Length: 100.000

Entrance Grade: 0.020

Exit Grade: -0.005 r = 100 * (g2 - g1) / L: -2.504

K = l / (g2 - g1): 39.938

Middle Ordinate: -0.313

Element: Linear

VPT 132+08.00 200.345

VPC 133+07.00 199.810

Tangent Grade: -0.005

Tangent Length: 99.000

Element: Symmetrical Parabola

VPC 133+07.00 199.810

VPI 133+57.00 199.539

VPT 134+07.00 201.044

VLP 133+22.23 199.768

Length: 100.000

Entrance Grade: -0.005

Exit Grade: 0.030 r = 100 * (g2 - g1) / L: 3.550

K = l / (g2 - g1): 28.170

Middle Ordinate: 0.444

Element: Linear

VPT 134+07.00 201.044

END 134+90.09 203.544

Tangent Grade: 0.030

Tangent Length: 83.090

Page 2 of 2Vertical Alignment Review Report

File details come from the government source that posted it. Updated .