Kittitas 5880(1) Superelevation Report - Realign.pdf

PDF 84 KB Posted

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

Written by GovTribe AI ·

This document contains a superelevation data report and details of a related federal contract opportunity. The superelevation data report provides station-by-station cross slope information for the left and right lanes of a road section named "Realign" designed to a speed of 50 mph. It includes data on normal crown, level crown, full super elevation and transition points between each.

The related federal contract opportunity is solicitation number 69056722B000006 to replace the existing Dickey Creek bridge in Kittitas, Washington with a wider and longer structure. This will provide safer access for all vehicles, bicyclists and pedestrians while reducing flood impacts and restoring natural river processes. The awarding agency is the Federal Highway Administration Department of Transportation.

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Other files for this federal contract opportunity

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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) Vt Alignment - Existing.pdf PDF
Kittitas 5880(1) Hz Alignment - Driveway.pdf PDF
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CompiledSWPPP_WA KITTITAS 5880signed.pdf PDF
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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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Superelevation Data Report Report Created: Tuesday, March 22, 2022

Time: 10:14:24 AM

File Name:

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

Section Name: SuperSection-1

Base Horizontal Name:

Realign

Standards Filename: c:\pw-work\d0437923\FHWA_US_2004_70_30.xml

Design Speed: 50

Pivot Method: Crown

E Selection: 6%

L Selection: Relative Gradient

Superelevation: LLane

Station Cross Slope Point Type Transition Type

20000.000 -0.020 Normal Crown

20141.173 -0.020 Normal Crown Linear

20189.629 0.000 Level Crown Linear

20238.086 0.020 Reverse Crown Linear

20335.000 0.060 Full Super Linear

20561.170 0.060 Full Super Linear

20643.035 0.020 Reverse Crown Linear

20683.967 0.000 Level Crown Linear

20724.900 -0.020 Normal Crown Linear

20991.510 -0.020 Normal Crown Linear

21072.850 -0.060 Full Super Linear

21219.506 -0.060 Full Super Linear

21316.173 -0.020 Normal Crown Linear

21538.911 -0.020 Normal Crown Linear

Superelevation: RLane

Station Cross Slope Point Type Transition Type

20000.000 -0.020 Normal Crown

20238.086 -0.020 Normal Crown Linear

20335.000 -0.060 Full Super Linear

20561.170 -0.060 Full Super Linear

20643.035 -0.020 Normal Crown Linear

20910.170 -0.020 Normal Crown Linear

20950.840 0.000 Level Crown Linear

20991.510 0.020 Reverse Crown Linear

3/22/2022

21072.850 0.060 Full Super Linear

21219.506 0.060 Full Super Linear

21316.173 0.020 Reverse Crown Linear

21364.506 0.000 Level Crown Linear

21412.839 -0.020 Normal Crown Linear

21538.911 -0.020 Normal Crown Linear

3/22/2022

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