ak-r-kna7452501_Superelevation_03.pdf

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Attached to
AK FWS KNA 74525(1) Swan Lake Road Project
Solicitation number
69056723B000020
Issued by

About this file

This document contains a superelevation data report for a section of road and details of a related federal contract opportunity for the AK FWS KNA 74525(1) Swan Lake Road Project. The superelevation data report provides stationing, cross slopes, point types and transition types for the pavement centerline and edge of traveled way layers for Section-1 from Station 400+00.00 to Station 404+33.29. The federal contract opportunity is identified as Solicitation Number 69056723B000020 from the Department of Transportation Federal Highway Administration for construction services related to improving Swan Lake Road. The solicitation provides an opportunity for contractors to bid on the project with responses due by the specified closing date.

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Text version

Superelevation Data Report

Report Created: Tuesday, August 29, 2023 Time: 10:58:40 AM

File Name:

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

Section Name:

Section-1

Base Horizontal Name:

SITE_3

Standards Filename:

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml

Design Speed:

Pivot Method:

Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_L

Station Cross Slope Point Type Transition Type

400+00.00 -0.030 Normal Crown

401+04.15 -0.030 Normal Crown Linear

401+14.00 -0.036 Full Super Linear

403+02.03 -0.036 Full Super Linear

403+11.88 -0.030 Normal Crown Linear

404+33.29 -0.030 Normal Crown Linear

Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R

Station Cross Slope Point Type Transition Type

400+00.00 -0.030 Normal Crown

400+05.65 -0.030 Normal Crown Linear

400+54.90 0.000 Level Crown Linear

401+04.15 0.030 Reverse Crown Linear

401+14.00 0.036 Full Super Linear

403+02.03 0.036 Full Super Linear

403+11.88 0.030 Reverse Crown Linear

403+61.13 0.000 Level Crown Linear

404+10.38 -0.030 Normal Crown Linear

404+33.29 -0.030 Normal Crown Linear

Page 1 of 1Superelevation Data Report

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