DENA01036_VA.pdf
PDF 70 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 vertical alignment data listing and related federal contract opportunity for the AK PRA DENA 10(36) Replace Ghiglione Bridge project. The vertical alignment data listing provides station elevation details for the project design from 800+00.460 to 816+17.230, including element types, grades, and lengths.
The related federal contract opportunity is solicitation number 69056721B000019 being conducted by the Department of Transportation Federal Highway Administration to replace the Ghiglione Bridge. The solicitation is being conducted as a Full and Open competition. The opportunity aims to procure construction services for the AK PRA DENA 10(36) Replace Ghiglione Bridge project as outlined in the attached solicitation and supporting documents.
View the file
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 | ||
| Toklat Pit_Scrape Material Photos.pdf | ||
| Geotech Report No 11-19 Ghiglione Final Foundation Report.pdf | ||
| DENA01036_SUP.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_HA.pdf | ||
| DENA01036_EW.pdf | ||
| DENA01036_plans.pdf | ||
| 9830-011P - Ghiglione Bridge As-Built Plans.pdf | ||
| Ghiglione IFB.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
VERTICAL ALIGNMENT
DATA LISTING
800+00.460 to 816+17.230
Vertical Alignment Review Report
Report Created: Thursday, July 30, 2020 Time: 9:16:54 AM
Project: Default
Description:
File Name: c:\pw-work\d0416491\AK_PRA_DENA_10(36)_ALI.dgn
Last Revised: 7/30/2020 09:02:10
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: PR_ALTG
Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: PR_ALTG
Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 80000.460 R1 3417.105
VPI 80110.000 R1 3408.635
Tangent Grade: -0.077
Tangent Length: 109.540
VPI 80110.000 R1 3408.635
VPI 80260.000 R1 3399.701
Tangent Grade: -0.060
Tangent Length: 150.000
VPI 80260.000 R1 3399.701
VPC 80645.000 R1 3375.492
Tangent Grade: -0.063
Tangent Length: 385.000
Element: Symmetrical Parabola
VPC 80645.000 R1 3375.492
VPI 80695.000 R1 3372.348
VPT 80745.000 R1 3372.098
Length: 100.000
Entrance Grade: -0.063
Exit Grade: -0.005
Horizontal Style: Alignment\Baseline r = (g2 - g1) / L: 5.788
K = l / (g2 - g1): 17.277
Middle Ordinate: 0.724
VPT 80745.000 R1 3372.098
VPC 81110.000 R1 3370.273
Tangent Grade: -0.005
Tangent Length: 365.000
VPC 81110.000 R1 3370.273
VPI 81200.000 R1 3369.823
VPT 81290.000 R1 3364.557
Length: 180.000
Entrance Grade: -0.005
Exit Grade: -0.059 r = (g2 - g1) / L: -2.973
K = l / (g2 - g1): 33.639
Middle Ordinate: -1.204
VPT 81290.000 R1 3364.557
VPC 81295.000 R1 3364.264
Tangent Grade: -0.059
Tangent Length: 5.000
VPC 81295.000 R1 3364.264
VPI 81360.000 R1 3360.461
PVRC 81425.000 R1 3358.344
Length: 130.000
Entrance Grade: -0.059
Exit Grade: -0.033 r = (g2 - g1) / L: 1.995
K = l / (g2 - g1): 50.131
Middle Ordinate: 0.421
PVRC 81425.000 R1 3358.344
VPI 81480.000 R1 3356.552
Horizontal Style: Alignment\Baseline
VPT 81535.000 R1 3353.581
Length: 110.000
Entrance Grade: -0.033
Exit Grade: -0.054 r = (g2 - g1) / L: -1.949
K = l / (g2 - g1): 51.315
Middle Ordinate: -0.295
VPT 81535.000 R1 3353.581
END 81617.230 R1 3349.140
Tangent Grade: -0.054
Tangent Length: 82.230
File details come from the government source that posted it. Updated .