Kittitas 5880(1) Vt Alignment - Existing.pdf

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Attached to
WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
Solicitation number
69056722B000006
Issued by
Department of Transportation Federal Highway Administration

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 geometric elements including linear segments, symmetrical parabolas, entrance and exit grades, and radius for the proposed roadway alignment. The related federal contract opportunity is being solicited by the Department of Transportation Federal Highway Administration to replace the existing Dickey Creek bridge with a wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes. The solicitation number is 69056722B000006 and the project name is WA KITTITAS 5880(1)DICKEY CRK BRIDGE.

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Other files for this federal contract opportunity

Other files attached to WA KITTITAS 5880(1)DICKEY CRK BRIDGE, newest first.
File Type Posted
BidTabulation_WA KITTITAS 5880(1).pdf PDF
BidSum_WA Kittias 5880(1).pdf PDF
Interested Vendors List as of 6_17_22.pdf PDF
Q_A 16-jun-22.pdf PDF
Amendment A001.pdf PDF
Q_A 9-jun-22.pdf PDF
DickeyCreekBridge_Floodplain_Memo.pdf PDF
Dickey Creek Bridge - 2019 Bridge Safety Inspection Report.pdf PDF
DickeyCreekBridge_Waterway_Hydraulics_Memo.pdf PDF
Kittitas 5880(1) Clearing Limits.pdf PDF
Kittitas 5880(1) Base Layer Staking Notes.pdf PDF
Kittitas 5880(1) Hz Alignment - Driveway.pdf PDF
Dickey Creek Bridge - 16203_Teanaway_LoadRating_Final.pdf PDF
CompiledSWPPP_WA KITTITAS 5880signed.pdf PDF
GR15-21 Dickey Creek Bridge Replacement Geotech Recomendations Rev. 1.pdf PDF
Kittitas 5880(1) Subgrade Staking Notes.pdf PDF
Kittitas 5880(1) Superelevation Report - Realign.pdf PDF
waa-kittitas5880-Final Planset.pdf PDF
Dickey Creek Bridge - 1963 Bridge Plans.pdf PDF
DickeyCreekBridge_Scour_Memo.pdf PDF
Kittitas 5880(1) - Final XS.pdf PDF
Kittitas 5880(1) Slope Stakes Notes.pdf PDF
Kittitas 5880(1) Vt Alignment - Realign.pdf PDF
Kittitas 5880(1) Hz Alignment - Existing.pdf PDF
Kittitas 5880(1) Earthwork End Area Volume Report.pdf PDF
Additional physical data.zip ZIP file
IFB_69056722B000006_DickeyCrkBridge.pdf PDF
Dickey Creek Bridge - Repair As-Built.pdf PDF
Kittitas 5880(1) Vt Alignment - Driveway.pdf PDF
Kittitas 5880(1) Hz Alignment - Realign.pdf PDF
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Text version

Vertical Alignment Review Report Report Created: Tuesday, March 22, 2022

Time: 9:27:17 AM

Project: Default Description:

File Name: c:\pw-work\d0456000\Kitt_5880(1)_ALI_Existing.dgn Last Revised: 3/22/2022 09:23:53

Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: ExMatch Horizontal Description:

Horizontal Style: Alignment\Baseline - Alt 1

Vertical Alignment: ExGrade Vertical Description:

Vertical Style: Alignment\Baseline - Alt 3 Station Elevation

Element: Linear

START 14597.085 2409.080

VPC 14652.616 2408.773

Tangent Grade: -0.006

Tangent Length: 55.531

Element: Symmetrical Parabola

VPC 14652.616 2408.773

VPI 14727.616 2408.359

VPT 14802.616 2407.196

Length: 150.000

Entrance Grade: -0.006 Exit Grade: -0.015 r = 100 * (g2 - g1) / L: -0.665 K = l / (g2 - g1): 150.359

Middle Ordinate: -0.187

Element: Linear

VPT 14802.616 2407.196

VPC 14951.070 2404.895

Tangent Grade: -0.015 Tangent Length: 148.454

Element: Symmetrical Parabola

VPC 14951.070 2404.895

VPI 14981.070 2404.430

VPT 15011.070 2402.904

Length: 60.000

Entrance Grade: -0.015 Exit Grade: -0.051 r = 100 * (g2 - g1) / L: -5.897

3/22/2022

K = l / (g2 - g1): 16.959 Middle Ordinate: -0.265

Element: Linear

VPT 15011.070 2402.904

VPC 15117.500 2397.489

Tangent Grade: -0.051 Tangent Length: 106.430

Element: Symmetrical Parabola

VPC 15117.500 2397.489

VPI 15189.926 2393.804

VPT 15262.353 2393.511

Length: 144.853

Entrance Grade: -0.051 Exit Grade: -0.004 r = 100 * (g2 - g1) / L: 3.233 K = l / (g2 - g1): 30.930

Middle Ordinate: 0.848

Element: Linear

VPT 15262.353 2393.511

END 15340.000 2393.196

Tangent Grade: -0.004 Tangent Length: 77.647

3/22/2022

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