Stoddard_VA_Report_20210510.pdf
PDF 135 KB Posted
- Attached to
- ID FS ERFO 2017(1)-29(1), Stoddard Bridge Federal contract opportunity
- Solicitation number
- 69056719B000031
About this file
This document contains vertical alignment reports and details for trail, bridge, and approach structures for the Stoddard Bridge project. Key details include vertical alignment data listings for the south side trail from station 30+09.00 to 30+94.00 with three linear elements and grades ranging from -15.66% to -5.76%. The north side trail data is provided from station 100+79.75 to 105+49.89 with three linear elements and grades ranging from -2.27% to 18.88%. The related federal contract opportunity is solicitation number 69056719B000031 for bid documents for ID FS ERFO 2017(1)-29(1), the Stoddard Bridge project, issued by the Department of Transportation Federal Highway Administration.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum_Stoddard_5.3.2022.pdf | ||
| QA_04-29-2022.pdf | ||
| QA_04-28-2022.pdf | ||
| QA2_04-27-2022.pdf | ||
| QA_04-27-2022.pdf | ||
| Amendment 3_Stoddard Bridge.pdf | ||
| QA2_04-25-2022.pdf | ||
| Amendment 2_Stoddard Bridge.pdf | ||
| QA_04-25-2022.pdf | ||
| QA_04-19-2022.pdf | ||
| QA_04-18-2022.pdf | ||
| QA2_04-12-2022.pdf | ||
| Amendment 1_Stoddard Bridge.pdf | ||
| GR 06-21 ID FS ERFO 2017(1)-29(1) Final.pdf | ||
| ID USFS Stoddard Pack Suspension - 2010.pdf | ||
| FS ERFO 2017(1)-29(1)_XS_20210510.pdf | ||
| Stoddard_Bridge_TSL_Hydraulics_Report.pdf | ||
| Stoddard_Bridge_ControlSheet.xlsx | XLSX spreadsheet | |
| EW_Calc_Report_20210510.pdf | ||
| Stoddard_HA_Report_20210510.pdf | ||
| Stoddard Full Set - Plans - Signed.pdf | ||
| IFB_Stoddard Bridge.pdf |
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Text version
Vertical Alignment Data Listing for
South Side Trail, Bridge, and North Side Trail for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID ERFO 2017(1)-29(1)
Stoddard Bridge
5/10/2021 Vertical Alignment Review Report file://ampdxfil02/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/01_Civil Data/Trail VA Report.html 1/1
Vertical Alignment Review Report Report Created: 5/10/2021
Time: 10:48am
Project: Stoddard Description:
File Name: R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\01_Civil Data\Stoddard.alg
Last Revised: Brain 5/10/2021 10:47:16 AM
Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: Trail Horizontal Description:
Horizontal Style: Default
Vertical Alignment: Vert Vertical Description:
Vertical Style: Default Station Elevation
Element: Linear
POB 30+09.00 3049.15
PVI 30+35.52 3045.00
Tangent Grade: -15.66% Tangent Length: 26.52
Element: Linear
PVI 30+35.52 3045.00
PVI 30+75.37 3045.00
Tangent Grade: 0.00% Tangent Length: 39.85
Element: Linear
PVI 30+75.37 3045.00
POE 30+94.00 3043.93
Tangent Grade: -5.76%
Tangent Length: 18.63
South Side Trail (Abutment #1)
5/10/2021 Vertical Alignment Review Report file://ampdxfil02/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/01_Civil Data/Stoddard VA Report.html 1/1
Vertical Alignment Review Report Report Created: 5/10/2021
Time: 10:45am
Project: Stoddard Description:
File Name: R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\01_Civil Data\Stoddard.alg
Last Revised: Brain 5/10/2021 10:43:14 AM
Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: Stoddard Horizontal Description:
Horizontal Style: Default
Vertical Alignment: Vertical Vertical Description:
Vertical Style: Default Station Elevation
Element: Linear
POB 100+79.75 3045.00
PVI 104+43.50 3036.75
Tangent Grade: -2.27% Tangent Length: 363.75
Element: Linear
PVI 104+43.50 3036.75
PVI 104+65.10 3036.97
Tangent Grade: 1.00% Tangent Length: 21.60
Element: Linear
PVI 104+65.10 3036.97
PVI 105+05.00 3044.50
Tangent Grade: 18.88% Tangent Length: 39.90
Element: Linear
PVI 105+05.00 3044.50
POE 105+49.89 3047.39
Tangent Grade: 6.44%
Tangent Length: 44.89
Bridge & North Side Trail (Abutment #2)
File details come from the government source that posted it. Updated .