Kittitas 5880(1) Vt Alignment - Driveway.pdf
PDF 83 KB Posted
- Attached to
- WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
- Solicitation number
- 69056722B000006
About this file
This document contains a vertical alignment review report and details of a related federal contract opportunity to replace an existing bridge. The vertical alignment review report provides station elevations and element details for the Ex_Drive alignment, including a symmetrical parabola section with a entrance grade of -0.035, exit grade of 0.096, and length of 20 feet.
The related federal contract opportunity is solicitation number 69056722B000006 issued by the Department of Transportation Federal Highway Administration. The work involves replacing the existing Dickey Creek bridge with a new, wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes.
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Text version
Vertical Alignment Review Report Report Created: Tuesday, March 22, 2022
Time: 9:39:03 AM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0456000\Kitt_5880(1)_ALI_Drive.dgn Last Revised: 3/22/2022 09:37:03
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: EX_Drive Horizontal Description:
Horizontal Style: Alignment\Baseline - Alt 3
Vertical Alignment: Ex_Drive Vertical Description:
Vertical Style: Alignment\Baseline - Alt 3 Station Elevation
Element: Linear
START -0.004 2393.300
VPC 6.996 2393.055
Tangent Grade: -0.035
Tangent Length: 7.000
Element: Symmetrical Parabola
VPC 6.996 2393.055
VPI 16.996 2392.705
VPT 26.996 2393.669
VLP 12.324 2392.962
Length: 20.000 Entrance Grade: -0.035
Exit Grade: 0.096 r = 100 * (g2 - g1) / L: 65.688
K = l / (g2 - g1): 1.522 Middle Ordinate: 0.328
Element: Linear
VPT 26.996 2393.669
END 39.559 2394.880
Tangent Grade: 0.096 Tangent Length: 12.563
3/22/2022
File details come from the government source that posted it. Updated .