OR_DOT_20(3)_SUP_LSG.PDF
PDF 311 KB Posted
- Solicitation number
- 69056721B000007
About this file
This document contains a superelevation data report and related federal contract opportunity for a highway slide repair project. The superelevation data report provides technical specifications for roadway transitions and cross slopes between stations 50+00 and 59+75.63 on US Route 20 in Oregon. The related federal contract opportunity is solicitation number 69056721B000007 issued by the Federal Highway Administration to repair an upper sunken grade slide on US Route 20. Offerors are invited to submit responses by the anticipated award date of July 2021 to provide construction services for repairing the highway slide. The prime contractor will be responsible for completing the project work in accordance with the specifications outlined in the attached solicitation documents.
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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)_SUP_USG.PDF | ||
| 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)_Survey_Control_LSG.xlsx | XLSX spreadsheet |
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Text version
LOWER SUNKEN GRADE
SUPERELEVATION DATA REPORT
50+00.00 to 59+75.63 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: 9:56:48 AM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name: LSG_SUP-1
Base Horizontal Name:
LSG_2
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
5000.000 -0.020 Undefined
5030.650 0.020 Undefined Linear
5114.827 0.080 Full Super Linear
5139.105 0.080 Full Super Linear
5263.243 0.020 Reverse Crown Linear
5304.622 0.000 Level Crown Linear
5346.002 -0.020 Normal Crown Linear
5408.467 -0.020 Normal Crown Linear
5445.129 0.000 Level Crown Linear
5481.792 0.020 Reverse Crown Linear
5591.778 0.080 Full Super Linear
5668.905 0.080 Full Super Linear
5778.891 0.020 Reverse Crown Linear
5815.553 0.000 Level Crown Linear
5852.216 -0.020 Normal Crown Linear
5975.630 -0.020 Normal Crown Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
5000.000 -0.020 Undefined
5030.650 -0.020 Undefined Linear
5114.827 -0.080 Full Super Linear
5139.105 -0.080 Full Super Linear
5263.243 -0.020 Normal Crown Linear
5481.792 -0.020 Normal Crown Linear
5591.778 -0.069 Full Super Linear
5668.905 -0.069 Full Super Linear
5778.891 -0.020 Normal Crown Linear
5975.630 -0.020 Normal Crown Linear
3/30/2021
William.McQuiston Sticky Note Completed set by William.McQuiston
William.McQuiston Sticky Note Completed set by William.McQuiston
File details come from the government source that posted it. Updated .