VT_ALI_PARK_03.pdf
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- Solicitation number
- 69056724B000012
About this file
This document is a Vertical Alignment Review Report for the MT NP GLAC 14(6), Swiftcurrent Spur Road Rehabilitation project. The report provides detailed information on the horizontal and vertical alignments of the proposed road rehabilitation, including station elevations, tangent grades, lengths, and vertical curve characteristics. The project is being solicited by the Department of Transportation Federal Highway Administration under Solicitation Number 69056724B000012. The report appears to be an attachment to the solicitation and contains technical specifications and engineering details related to the required rehabilitation work, but does not provide information on proposal requirements, response dates, pricing, or set asides.
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Vertical Alignment Review Report Report Created: Friday, May 10, 2024
Time: 2:36:42 PM
Project: Design IntlFt Description:
File Name: c:\pw-work\d0586848\glac14-6-ali_Overlay.dgn Last Revised: 5/10/2024 14:14:26
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: ALI_PARK_03 Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: PRO_PARK_03 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 700+00.00 4901.181
VPI 700+10.00 4901.362
Tangent Grade: 0.018 Tangent Length: 10.002
Element: Linear
VPI 700+10.00 4901.362
VPC 701+35.00 4899.966
Tangent Grade: -0.011 Tangent Length: 124.998
Element: Symmetrical Parabola
VPC 701+35.00 4899.966
VPI 701+85.00 4899.407
VPT 702+35.00 4898.450
Length: 100.000
Entrance Grade: -0.011 Exit Grade: -0.019 r = 100 * (g2 - g1) / L: -0.798 K = l / (g2 - g1): 125.334
Middle Ordinate: -0.100
Element: Linear
VPT 702+35.00 4898.450
VPC 702+75.00 4897.684
Tangent Grade: -0.019
Page 1 of 3MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Horizontal Alignment: ALI_PARK_03 Horizontal Description:
Horizontal Style: Alignment\Baseline Tangent Length: 40.000
Element: Symmetrical Parabola
VPC 702+75.00 4897.684
VPI 703+25.00 4896.726
VPT 703+75.00 4896.226
Length: 100.000
Entrance Grade: -0.019 Exit Grade: -0.010 r = 100 * (g2 - g1) / L: 0.915 K = l / (g2 - g1): 109.298
Middle Ordinate: 0.114
Element: Linear
VPT 703+75.00 4896.226
VPC 704+70.00 4895.276
Tangent Grade: -0.010 Tangent Length: 95.000
Element: Symmetrical Parabola
VPC 704+70.00 4895.276
VPI 705+40.00 4894.577
PVRC 706+10.00 4898.559
VLP 704+90.93 4895.172
Length: 140.000 Entrance Grade: -0.010
Exit Grade: 0.057 r = 100 * (g2 - g1) / L: 4.778
K = l / (g2 - g1): 20.929 Middle Ordinate: 1.171
Element: Symmetrical Parabola
PVRC 706+10.00 4898.559
VPI 706+30.00 4899.697
VPT 706+50.00 4900.496
Length: 40.000 Entrance Grade: 0.057
Exit Grade: 0.040 r = 100 * (g2 - g1) / L: -4.228
K = l / (g2 - g1): 23.650 Middle Ordinate: -0.085
Element: Linear
VPT 706+50.00 4900.496
Page 2 of 3MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Horizontal Alignment: ALI_PARK_03 Horizontal Description:
Horizontal Style: Alignment\Baseline
VPI 706+52.50 4900.596
Tangent Grade: 0.040 Tangent Length: 2.497
Element: Linear
VPI 706+52.50 4900.596
END 706+65.92 4900.682
Tangent Grade: 0.006 Tangent Length: 13.424
Page 3 of 3MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
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