DENA01036_SUP.pdf

PDF 26 KB Posted

Attached to
AK PRA DENA 10(36), Replace Ghiglione Bridge Federal contract opportunity
Solicitation number
69056725B000009
Issued by
Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI ·

This is a Superelevation Data Report created on July 30, 2020, detailing road design specifications for a section named Ghigl_Super-1. The report uses AASHTO 2011 imperial standards with a design speed of 20, utilizing a crown pivot method and a 6% E selection. The document provides detailed station-by-station cross slope data for both the left (LT) and right (RT) lanes, showing variations in cross slope from -0.060 to 0.056 across different stations. The transition types are consistently linear, with point types ranging from Full Super, Normal Crown, Level Crown, and Reverse Crown, indicating a comprehensive road surface elevation analysis for precise road design and construction planning.

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Superelevation Data Report

Report Created: Thursday, July 30, 2020 Time: 10:57:30 AM

File Name:

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

Section Name:

Ghigl_Super-1

Base Horizontal Name:

Standards Filename:

c:\pw-work\d0437923\AASHTO_2011_imperial.xml

Design Speed:

Pivot Method:

Crown

E Selection:

6%

L Selection:

AASHTO

Superelevation: LT Lane

Station Cross Slope Point Type Transition Type

80300.000 R1 -0.020 Full Super

80385.000 R1 -0.030 Normal Crown Linear

80435.000 R1 0.000 Level Crown Linear

80485.000 R1 0.030 Reverse Crown Linear

80525.000 R1 0.054 Full Super Linear

80601.490 R1 0.054 Full Super Linear

80750.000 R1 -0.054 Full Super Linear

80755.000 R1 -0.054 Full Super Linear

80975.000 R1 -0.054 Full Super Linear

81146.060 R1 0.056 Full Super Linear

81226.330 R1 0.056 Full Super Linear

81350.000 R1 -0.060 Full Super Linear

81360.000 R1 -0.060 Full Super Linear

Superelevation: RT Lane

Station Cross Slope Point Type Transition Type

80300.000 R1 0.020 Full Super

80485.000 R1 -0.030 Normal Crown Linear

80525.000 R1 -0.054 Full Super Linear

80601.490 R1 -0.054 Full Super Linear

80750.000 R1 0.054 Full Super Linear

80755.000 R1 0.054 Full Super Linear

80975.000 R1 0.054 Full Super Linear

81146.060 R1 -0.056 Full Super Linear

81226.330 R1 -0.056 Full Super Linear

81350.000 R1 0.060 Full Super Linear

81360.000 R1 0.060 Full Super Linear

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