OR NPS CRLA 13(1)_APPR_01_VA.pdf

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OR NPS CRLA 13(1), Rehabilitate East Rim Drive
Solicitation number
69056722r000013
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About this file

This document contains a vertical alignment review report for a federal highway project and the associated federal contract opportunity solicitation. The vertical alignment review report provides technical details on the proposed vertical alignment design for rehabilitation of East Rim Drive, including station elevations, element types, entrance and exit grades, length of elements, and middle ordinate calculations for each element. The related federal contract opportunity solicitation is offered through full and open competition to rehabilitate East Rim Drive and is issued by the Department of Transportation Federal Highway Administration. The solicitation documents are attached for interested offerors to review the requirements for proposed solutions.

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Other files

File Type Posted
Amendment A001.pdf PDF
QA 1-30-23.pdf PDF
Geotech Report 0920_Rehabilitate East Rim Drive_Final Geotechnical Recommendations.pdf PDF
OR NPS CRLA 13(1) APPR 03_XYZ Base and Subgrade.pdf PDF
OR NPS CRLA 13(1) XS_MAIN_COR_2.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_Super_Report.pdf PDF
OR NPS CRLA 13(1)_Main_COR_2_VA.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_4_Ditch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_Main_COR_1_HA.pdf PDF
FLH Bridge oversized or overload vehicle permit request form April 2019.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_VA.pdf PDF
OR NPS CRLA 13(1)_APPR04_NamedBoundary_Earthwork_Report.pdf PDF
OR NPS CRLA 13(1) APPR 02_Staking Report.pdf PDF
OR NPS CRLA 13(1)_Plans_Final.pdf PDF
OR NPS CRLA 13(1) XYZ_APPR_04_ETW_EOP.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_1_Ditch_PavedDitch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_APPR03_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_01_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XS_APPR 01.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_03_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_Main_COR_2_HA.pdf PDF
OR NPS CRLA 13(1) XYZ_Main_COR_2_ETW_EOP_Guardwalls.pdf PDF
RFP_East Rim Drive.pdf PDF
OR NPS CRLA 13(1)_APPR_02_HA.pdf PDF
OR NPS CRLA 13(1)_Main_COR_1_Staking_Report.pdf PDF
OR NPS CRLA 13(1)_Main_COR_1_VA.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XS_APPR 04.pdf PDF
OR NPS CRLA 13(1) APPR 01_Staking Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_3_Ditch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_Clearing Limits_L_495 00 to 755 00_INCL_APPR_03.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_ETW_EOP_Guardwalls.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XYZ Main_Cor_3_Base and Subgrade.pdf PDF
OR NPS CRLA 13(1)_APPR01_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) APPR 04_Staking Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_Cor_1_Base and Subgrade.pdf PDF
Additional Physical Data 3_East Rim.zip ZIP file
OR NPS CRLA 13(1) XYZ_Main_COR_1_ETW_EOP_Guardwalls.pdf PDF
OR NPS CRLA 13(1) XYZ_Main_COR_3_ETW_EOP_Guardswalls.pdf PDF
OR NPS CRLA 13(1)_APPR_04_HA.pdf PDF
OR NPS CRLA 13(1)_Main_COR_1_Super_Report.pdf PDF
OR NPS CRLA 13(1) XS_MAIN_COR_3.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_Ditch_PavedDitch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_APPR02_Earthwrok_Report.pdf PDF
Additional Physical Data_5_East Rim Drive.zip ZIP file
Additional Physical Data 2_East Rim.zip ZIP file
OR NPS CRLA 13(1) XYZ_Main_Cor_1_Paved_DItch_Allpoints.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_04_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_Clearing Limits_L_251 00 to 495 00_INCL_APP01_02.pdf PDF
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Text version

Vertical Alignment Review Report Report Created: Tuesday, April 20, 2021

Time: 8:53:27 AM

Project: Default Description:

File Name: C:\Users\jennifer.longmore\Desktop\Exported from PW\crla01301_APP.dgn Last Revised: 4/20/2021 08:52:26

Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: APPR01 Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: BL19 Vertical Description:

Vertical Style: Alignment\Baseline Station Elevation

Element: Symmetrical Parabola

VPC 1000.000 7690.527

VPI 1327.438 7695.629

VPT 1654.877 7717.304

Length: 654.876

Entrance Grade: 0.016 Exit Grade: 0.066 r = (g2 - g1) / L: 0.773 K = l / (g2 - g1): 129.381

Middle Ordinate: 4.143

Element: Linear

VPT 1654.877 7717.304

VPC 2348.313 7763.208

Tangent Grade: 0.066 Tangent Length: 693.437

Element: Symmetrical Parabola

VPC 2348.313 7763.208

VPI 2778.023 7791.654

VPT 3207.733 7779.659

VHP 2952.828 7783.217

Length: 859.420 Entrance Grade: 0.066

Exit Grade: -0.028 r = (g2 - g1) / L: -1.095 K = l / (g2 - g1): 91.320

Middle Ordinate: -10.110

Page 1 of 3Vertical Alignment Review Report

4/20/2021file:///C:/Users/jennifer.longmore/AppData/Local/Temp/RPTgvwhzezv.html

Element: Linear

VPT 3207.733 7779.659

VPC 3258.982 7778.229

Tangent Grade: -0.028 Tangent Length: 51.249

Element: Symmetrical Parabola

VPC 3258.982 7778.229

VPI 3705.598 7765.762

VPT 4152.215 7773.562

VLP 3808.433 7770.560

Length: 893.233 Entrance Grade: -0.028

Exit Grade: 0.017 r = (g2 - g1) / L: 0.508 K = l / (g2 - g1): 196.841

Middle Ordinate: 5.067

Element: Linear

VPT 4152.215 7773.562

VPC 4361.419 7777.216

Tangent Grade: 0.017 Tangent Length: 209.204

Element: Symmetrical Parabola

VPC 4361.419 7777.216

VPI 4415.896 7778.167

VPT 4470.373 7778.768

Length: 108.954

Entrance Grade: 0.017 Exit Grade: 0.011 r = (g2 - g1) / L: -0.591 K = l / (g2 - g1): 169.345

Middle Ordinate: -0.088

Element: Linear

VPT 4470.373 7778.768

VPC 4961.289 7784.184

Tangent Grade: 0.011 Tangent Length: 490.916

Element: Symmetrical Parabola

VPC 4961.289 7784.184

VPI 5408.490 7789.117

VPT 5855.691 7819.110

Length: 894.403

Entrance Grade: 0.011 Exit Grade: 0.067

( 2 1) / L

Page 2 of 3Vertical Alignment Review Report

0.627 K = l / (g2 - g1): 159.608

Middle Ordinate: 6.265

Element: Linear

VPT 5855.691 7819.110

VPC 6262.100 7846.367

Tangent Grade: 0.067 Tangent Length: 406.409

Element: Symmetrical Parabola

VPC 6262.100 7846.367

VPI 6878.625 7887.716

VPT 7495.151 7848.028

VHP 6891.261 7867.465

Length: 1233.051 Entrance Grade: 0.067

Exit Grade: -0.064 r = (g2 - g1) / L: -1.066 K = l / (g2 - g1): 93.809

Middle Ordinate: -20.259

Page 3 of 3Vertical Alignment Review Report

File details come from the government source that posted it. Updated .