DENA01036_SUP.pdf
PDF 50 KB Posted
- Attached to
- AK PRA DENA 10(36) Replace Ghiglione Bridge Federal contract opportunity
- Solicitation number
- 69056721B000019
About this file
This document contains a superelevation report and details for a federal contract opportunity to replace a bridge in Alaska. The superelevation report provides technical design specifications for Ghiglione Bridge, including station data, lane identification, cross slope points, and transition types for establishing the proper roadway superelevation. The related federal contract opportunity is solicitation number 69056721B000019 issued by the Federal Highway Administration to replace Ghiglione Bridge located in Alaska. The project will be awarded through a full and open competition. The solicitation and attached documents provide additional details on the requirements for the bridge replacement project.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Tabulation of Bids ghiglione.pdf | ||
| BidSum.pdf | ||
| QA_08-04-2021.pdf | ||
| QA_08-02-2021.pdf | ||
| QA_07-28-2021.pdf | ||
| Amendment A003.pdf | ||
| QA_07-27-2021.pdf | ||
| Amendment A002.pdf | ||
| QA_07-26-2021.pdf | ||
| QA_07-23-2021.pdf | ||
| Amendment A001.pdf | ||
| QA_07-22-2021.pdf | ||
| QA_07-19-2021.pdf | ||
| QA_06-30-2021.pdf | ||
| 9830-011P - Ghiglione Bridge As-Built Plans.pdf | ||
| Ghiglione IFB.pdf | ||
| Toklat Pit_Scrape Material Photos.pdf | ||
| Geotech Report No 11-19 Ghiglione Final Foundation Report.pdf | ||
| DENA01036 xml files.zip | ZIP file | |
| CompiledSWPPP_AK for physical data.pdf | ||
| 9830-011P - Ghiglione Bridge Inspection 2019.pdf | ||
| Ghiglione_ControlSheet.xlsx | XLSX spreadsheet | |
| DENA01036_XS.pdf | ||
| DENA01036_VA.pdf | ||
| DENA01036_HA.pdf | ||
| DENA01036_EW.pdf | ||
| DENA01036_plans.pdf |
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Text version
PHYSICAL DATA
for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
AK PRA DENA 10(36)
REPLACE GHIGLIONE BRIDGE
SUPERELEVATION REPORT
800+00.460 to 816+17.230
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 .