id-a5557621_VA (61 60 to 72 40).pdf
PDF 99 KB Posted
- Attached to
- ID KOOTENAI 5762(1), BUNCO ROAD IMPROVEMENTS
- Solicitation number
- 69056720B000019
About this file
This document includes a vertical alignment review report for the Bohn Bunco intersection project and details of a related federal contract opportunity for road improvements. The vertical alignment review report provides technical specifications for the proposed road design, including segment types, station elevations, radii, grades, and lengths for the alignment. The related federal contract opportunity is solicitation number 69056720B000019 from the Department of Transportation Federal Highway Administration for Bunco Road improvements in Idaho. The opportunity type is a solicitation and the description notes that additional details can be found in the attached solicitation documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BidSum.pdf | ||
| Sign-in sheet.pdf | ||
| QA_02-19-2021.pdf | ||
| QA_02-18-2021.pdf | ||
| QA_02-16-2021.pdf | ||
| QA_02-11-2021.pdf | ||
| id-a5557621_Nunn Rd_EW.pdf | ||
| id-a555762_Bohn_XS.pdf | ||
| id-a5557621_HA (1 00 to 23 80).pdf | ||
| id-a5557621_VA_Bohn Rd.pdf | ||
| Bunco Road plans.pdf | ||
| id-a5557621_Survey_ControlSheet.xlsx | XLSX spreadsheet | |
| id-a5557621_VA_Nunn Rd.pdf | ||
| id-a5557621_HA_Nunn Rd.pdf | ||
| id-a5557621_Bunco_XS.pdf | ||
| id-a5557621_HA (61 60 to 72 40).pdf | ||
| id-a5557621_Geotech_Memo.pdf | ||
| Bunco Road Zip files.zip | ZIP file | |
| id-a5557621_Bunco_EW.pdf | ||
| id-a5557621_VA (1 00 to 23 80).pdf | ||
| id-a5557621_Nunn_XS.pdf | ||
| id-a5557621_Bohn Rd_EW.pdf | ||
| id-a5557621_HA_Bohn Rd.pdf | ||
| IFB Bunco Road.pdf | ||
| id-a5557621_HA_Main Ali (1 00 to 274 39).pdf |
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Text version
Vertical Alignment Review Report Report Created: Thursday, August 13, 2020
Time: 10:11:22 AM
Project: Default Description:
File Name: c:\pw-work\d0425257\ID-a5557621 Bohn_Bunco Intersection New Template-2.dgn Last Revised: 8/13/2020 10:09:04
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: Bohn+Bunco Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: BL1 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 6157.172 2465.662
VPC 6184.842 2466.102
Tangent Grade: 0.016
Tangent Length: 27.670
Element: Circular
VPC 6184.842 2466.102
VPI 6209.842 2466.500
PVCC -818.360 442627.696
VPT 6234.842 2466.901
Radius: -440217.302 Length: 50.000
Entrance Grade: 0.016 Exit Grade: 0.016
Element: Linear
VPT 6234.842 2466.901
VPC 6282.171 2467.659
Tangent Grade: 0.016 Tangent Length: 47.329
Element: Circular
VPC 6282.171 2467.659
VPI 6322.172 2468.300
PVCC 6022.895 18647.953
VPT 6362.171 2469.139
Radius: -16182.371
Page 1 of 3Vertical Alignment Review Report
8/13/2020file:///C:/Users/nabin.karki/AppData/Local/Temp/RPTgbxlyq5t.html
Length: 80.000 Entrance Grade: 0.016
Exit Grade: 0.021
Element: Linear
VPT 6362.171 2469.139
VPC 6382.314 2469.561
Tangent Grade: 0.021 Tangent Length: 20.143
Element: Symmetrical Parabola
VPC 6382.314 2469.561
VPI 6422.314 2470.400
VPT 6462.314 2471.140
Length: 80.000
Entrance Grade: 0.021 Exit Grade: 0.019 r = (g2 - g1) / L: -0.308 K = l / (g2 - g1): 324.800
Middle Ordinate: -0.025
Element: Linear
VPT 6462.314 2471.140
VPC 6577.642 2473.275
Tangent Grade: 0.019 Tangent Length: 115.328
Element: Circular
VPC 6577.642 2473.275
VPI 6627.638 2474.200
PVCC 6713.163 -4849.293
VPT 6677.642 2474.443
Radius: 7323.821 Length: 100.000
Entrance Grade: 0.019 Exit Grade: 0.005
Element: Linear
VPT 6677.642 2474.443
VPC 6939.999 2475.715
Tangent Grade: 0.005 Tangent Length: 262.356
Element: Circular
VPC 6939.999 2475.715
VPI 7040.000 2476.200
PVCC 7011.806 -12329.495
VPT 7139.999 2475.334
VHP 7011.806 2475.889
R di
Page 2 of 3Vertical Alignment Review Report
14805.384 Length: 200.000
Entrance Grade: 0.005 Exit Grade: -0.009
Element: Linear
VPT 7139.999 2475.334
END 7240.950 2474.460
Tangent Grade: -0.009 Tangent Length: 100.951
Page 3 of 3Vertical Alignment Review Report
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