noca01007_ML_SUP.pdf

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WA NPS NOCA 10(7) Stehekin Valley Road Emergency Reroute
Solicitation number
69056721B000021
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Written by GovTribe AI ·

This document is a superelevation data report for the Stehekin Valley Road emergency reroute project. The report provides station-by-station cross slope data for eastbound and westbound lanes on the project from station 1180+00 to station 2475+00. Design speed is 30 mph with a 4% maximum superelevation rate and AASHTO 2018 standards. The related federal contract opportunity is solicitation number 69056721B000021 from the Department of Transportation Federal Highway Administration for emergency repairs to Stehekin Valley Road in Washington. The solicitation seeks contractors to perform the road reroute and repairs following damage from a storm event. Response and award dates or pricing information are not provided in the attached files.

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Superelevation Data Report Report Created: Monday, December 6, 2021

Time: 9:55:15 AM

File Name:

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

Section Name: Stehekin Valley Rd-1

Base Horizontal Name:

STE CL

Standards Filename:

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2018_imperial.xml

Design Speed: 30

Pivot Method: Centerline

E Selection: 4%

L Selection: AASHTO Relative Gradient

Superelevation: Eastbound

Station Cross Slope Point Type Transition Type

1180.000 -0.036 Start Point

1225.000 -0.036 Full Super Linear

1238.684 -0.020 Normal Crown Linear

1238.686 -0.020 Normal Crown Linear

1255.789 0.000 Level Crown Linear

1272.895 0.020 Reverse Crown Linear

1290.000 0.040 Full Super Linear

1350.000 0.040 Full Super Linear

1362.500 0.020 Reverse Crown Linear

1375.000 0.000 Level Crown Linear

1387.498 -0.020 Normal Crown Linear

1387.500 -0.020 Normal Crown Linear

1400.000 -0.040 Full Super Linear

1455.000 -0.040 Full Super Linear

1475.000 -0.020 Normal Crown Linear

1610.000 -0.020 Normal Crown Linear

1630.000 -0.040 Full Super Linear

1645.000 -0.040 Full Super Linear

1665.000 -0.020 Normal Crown Linear

Page 1 of 4Superelevation Data Report

12/6/2021file:///C:/Users/hunter.goguen/AppData/Local/Temp/RPTx2lej0lc.html

1720.000 -0.020 Normal Crown Linear

1740.000 0.000 Level Crown Linear

1760.000 0.020 Reverse Crown Linear

1780.000 0.040 Full Super Linear

1825.000 0.040 Full Super Linear

1851.250 0.020 Reverse Crown Linear

1877.500 0.000 Level Crown Linear

1903.748 -0.020 Normal Crown Linear

1903.750 -0.020 Normal Crown Linear

1930.000 -0.040 Full Super Linear

1975.000 -0.040 Full Super Linear

1995.000 -0.020 Normal Crown Linear

2090.000 -0.020 Normal Crown Linear

2110.000 -0.040 Full Super Linear

2125.000 -0.040 Full Super Linear

2143.750 -0.020 Normal Crown Linear

2143.752 -0.020 Normal Crown Linear

2162.500 0.000 Level Crown Linear

2181.250 0.020 Reverse Crown Linear

2200.000 0.040 Full Super Linear

2215.000 0.040 Full Super Linear

2235.000 0.020 Reverse Crown Linear

2255.000 0.000 Level Crown Linear

2275.000 -0.020 Normal Crown Linear

2295.000 0.000 Level Crown Linear

2315.000 0.020 Reverse Crown Linear

2335.000 0.040 Full Super Linear

2385.000 0.040 Full Super Linear

2405.000 0.020 Reverse Crown Linear

2425.000 0.000 Level Crown Linear

2445.000 -0.020 Normal Crown Linear

2475.000 -0.020 Normal Crown Linear

Superelevation: Westbound

Station Cross Slope Point Type Transition Type

1180.000 0.036 Start Point

1225.000 0.036 Full Super Linear

1238.684 0.020 Reverse Crown Linear

1255.789 0.000 Level Crown Linear

1272.893 -0.020 Normal Crown Linear

Page 2 of 4Superelevation Data Report

1272.895 -0.020 Normal Crown Linear

1290.000 -0.040 Full Super Linear

1350.000 -0.040 Full Super Linear

1362.500 -0.020 Normal Crown Linear

1362.502 -0.020 Normal Crown Linear

1375.000 0.000 Level Crown Linear

1387.500 0.020 Reverse Crown Linear

1400.000 0.040 Full Super Linear

1455.000 0.040 Full Super Linear

1475.000 0.020 Reverse Crown Linear

1495.000 0.000 Level Crown Linear

1515.000 -0.020 Normal Crown Linear

1570.000 -0.020 Normal Crown Linear

1590.000 0.000 Level Crown Linear

1610.000 0.020 Reverse Crown Linear

1630.000 0.040 Full Super Linear

1645.000 0.040 Full Super Linear

1665.000 0.020 Reverse Crown Linear

1685.000 0.000 Level Crown Linear

1705.000 -0.020 Normal Crown Linear

1760.000 -0.020 Normal Crown Linear

1780.000 -0.040 Full Super Linear

1825.000 -0.040 Full Super Linear

1851.250 -0.020 Normal Crown Linear

1851.252 -0.020 Normal Crown Linear

1877.500 0.000 Level Crown Linear

1903.750 0.020 Reverse Crown Linear

1930.000 0.040 Full Super Linear

1975.000 0.040 Full Super Linear

1995.000 0.020 Reverse Crown Linear

2015.000 0.000 Level Crown Linear

2035.000 -0.020 Normal Crown Linear

2050.000 -0.020 Normal Crown Linear

2070.000 0.000 Level Crown Linear

2090.000 0.020 Reverse Crown Linear

2110.000 0.040 Full Super Linear

2125.000 0.040 Full Super Linear

2143.750 0.020 Reverse Crown Linear

2162.500 0.000 Level Crown Linear

2181 248

Page 3 of 4Superelevation Data Report

-0.020 Normal Crown Linear

2181.250 -0.020 Normal Crown Linear

2200.000 -0.040 Full Super Linear

2215.000 -0.040 Full Super Linear

2235.000 -0.020 Normal Crown Linear

2315.000 -0.020 Normal Crown Linear

2335.000 -0.040 Full Super Linear

2385.000 -0.040 Full Super Linear

2405.000 -0.020 Normal Crown Linear

2475.000 -0.020 Normal Crown Linear

Page 4 of 4Superelevation Data Report

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