OR_DOT_20(3)_SUP_USG.PDF
PDF 311 KB Posted
- Solicitation number
- 69056721B000007
About this file
This document is a superelevation data report for the OR DOT 20(3)/US 20 Upper Sunken Grade Slide Repair federal contract opportunity. The report provides superelevation data for the road section from station 68+00.00 to 78+00.00, including station locations, cross slopes, point types and transition types. The related solicitation is number 69056721B000007 and is being issued by the Department of Transportation Federal Highway Administration to repair slides on US 20 in the Upper Sunken Grade area. The report contains the technical data required to design superelevation transitions for the road work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| OR DOT 20(3).pdf | ||
| BidSum OR DOT 20(3).pdf | ||
| QA_06-04-2021_2.pdf | ||
| QA_06-04-2021.pdf | ||
| Amendment A002.pdf | ||
| Amendment A001.pdf | ||
| OR DOT 20(3)_XS_USG.pdf | ||
| OR DOT 20(3)_Earthwork_VolRpt_USG.PDF | ||
| OR DOT 20(3)_XS_LSG.pdf | ||
| OR DOT 20(3)_Earthwork_VolRpt_LSG.PDF | ||
| IFB OR DOT 20(3).pdf | ||
| OR_DOT_20(3)_Plans.pdf | ||
| OR DOT 20(3)_Compiled_ESCP_Final.pdf | ||
| DXF and XML files.zip | ZIP file | |
| OR DOT 20(3)_Survey_Control_USG.xlsx | XLSX spreadsheet | |
| OR DOT 20(3)XS_DRAINAGE.PDF | ||
| OR DOT 20(3)_USG Final Geotech Report GR 22-20 Rev 2 signed.pdf | ||
| OR_DOT_20(3)_SUP_LSG.PDF | ||
| OR DOT 20(3)_Survey_Control_LSG.xlsx | XLSX spreadsheet |
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
UPPER SUNKEN GRADE
SUPERELEVATION DATA REPORT
68+00.00 to 78+00.00 for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
OR DOT 20(3)
US 20 UPPER SUNKEN GRADE
SLIDE REPAIR
Superelevation Data Report
Report Created: Tuesday, March 30, 2021 Time: 10:03:32 AM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name: USG_SE-1
Base Horizontal Name:
USG
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_IntlFt_Standards- WS5V\Superelevation\FHWA_US_2004_80_20.XML
Design Speed: 40
Pivot Method: Crown
E Selection: 8%
L Selection: Relative Gradient
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_L
Station Cross Slope Point Type Transition Type
6800.000 -0.090 Undefined
6834.348 -0.079 Full Super Linear
6909.499 -0.079 Full Super Linear
7015.366 -0.020 Normal Crown Linear
7015.369 -0.020 Normal Crown Linear
7051.378 0.000 Level Crown Linear
7087.387 0.020 Reverse Crown Linear
7195.235 0.080 Full Super Linear
7412.307 0.080 Full Super Linear
7800.000 0.035 Undefined Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
6800.000 0.080 Undefined
6834.348 0.079 Full Super Linear
6909.499 0.079 Full Super Linear
7015.366 0.020 Reverse Crown Linear
7051.375 0.000 Level Crown Linear
7087.384 -0.020 Normal Crown Linear
7087.387 -0.020 Normal Crown Linear
7195.235 -0.080 Full Super Linear
7412.307 -0.080 Full Super Linear
7800.000 -0.060 Undefined Linear
3/30/2021
File details come from the government source that posted it. Updated .