OR NPS CRLA 13(1)_Main_COR_4_VA.pdf

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Attached to
OR NPS CRLA 13(1), Rehabilitate East Rim Drive
Solicitation number
69056722r000013
Issued by

About this file

This vertical alignment review report details the design specifications for a federal highway rehabilitation project. The report provides station elevations, element types including tangents, parabolas and circular curves, entrance and exit grades, lengths, and other geometric properties for the roadway alignment. The related federal contract opportunity is solicited as full and open competition under solicitation number 69056722r000013 to rehabilitate East Rim Drive within Oregon for the Department of Transportation Federal Highway Administration. The solicitation documents are attached.

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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)_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)_APPR_01_VA.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: 8:44:50 AM

Project: Default Description:

File Name: C:\Users\jennifer.longmore\Desktop\Exported from PW\crla01301_ALI_Main_Cor4.dgn

Last Revised: 4/20/2021 08:43:25

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

Horizontal Alignment: HA Cor 4 755 Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: VA 755+00 Vertical Description:

Vertical Style: Alignment\Baseline Station Elevation

Element: Linear

START 75500.002 7056.374

VPC 75509.695 7055.862

Tangent Grade: -0.053

Tangent Length: 9.693

Element: Symmetrical Parabola

VPC 75509.695 7055.862

VPI 75529.695 7054.807

VPT 75549.695 7053.955

Length: 40.000

Entrance Grade: -0.053 Exit Grade: -0.043 r = (g2 - g1) / L: 2.550 K = l / (g2 - g1): 39.208

Middle Ordinate: 0.051

Element: Linear

VPT 75549.695 7053.955

VPC 75662.076 7049.169

Tangent Grade: -0.043 Tangent Length: 112.381

Element: Circular

VPC 75662.076 7049.169

VPI 75681.736 7048.332

Page 1 of 10Vertical Alignment Review Report

4/20/2021file:///C:/Users/jennifer.longmore/AppData/Local/Temp/RPTwy00e2zu.html

PVCC 76548.542 27864.224

VPT 75701.398 7047.531

Radius: -20833.923 Length: 39.322

Entrance Grade: -0.043 Exit Grade: -0.041

Element: Linear

VPT 75701.398 7047.531

VPC 75745.658 7045.730

Tangent Grade: -0.041 Tangent Length: 44.260

Element: Symmetrical Parabola

VPC 75745.658 7045.730

VPI 75945.658 7037.591

VPT 76145.658 7032.211

Length: 400.000

Entrance Grade: -0.041 Exit Grade: -0.027 r = (g2 - g1) / L: 0.345 K = l / (g2 - g1): 289.951

Middle Ordinate: 0.690

Element: Linear

VPT 76145.658 7032.211

VPC 76351.791 7026.666

Tangent Grade: -0.027 Tangent Length: 206.133

Element: Symmetrical Parabola

VPC 76351.791 7026.666

VPI 76778.406 7015.190

VPT 77205.020 6985.519

Length: 853.229

Entrance Grade: -0.027 Exit Grade: -0.070 r = (g2 - g1) / L: -0.500 K = l / (g2 - g1): 200.056

Middle Ordinate: -4.549

Element: Linear

VPT 77205.020 6985.519

VPC 77647.476 6954.747

Tangent Grade: -0.070 Tangent Length: 442.456

Element: Symmetrical Parabola

VPC 77647.476 6954.747

VPI

Page 2 of 10Vertical Alignment Review Report

77679.163 6952.543

VPT 77710.850 6950.442

Length: 63.374 Entrance Grade: -0.070

Exit Grade: -0.066 r = (g2 - g1) / L: 0.510 K = l / (g2 - g1): 195.936

Middle Ordinate: 0.026

Element: Linear

VPT 77710.850 6950.442

VPC 77884.661 6938.915

Tangent Grade: -0.066 Tangent Length: 173.811

Element: Symmetrical Parabola

VPC 77884.661 6938.915

VPI 77959.661 6933.942

VPT 78034.661 6929.119

Length: 150.000

Entrance Grade: -0.066 Exit Grade: -0.064 r = (g2 - g1) / L: 0.134 K = l / (g2 - g1): 743.806

Middle Ordinate: 0.038

Element: Linear

VPT 78034.661 6929.119

VPC 78245.910 6915.536

Tangent Grade: -0.064 Tangent Length: 211.249

Element: Symmetrical Parabola

VPC 78245.910 6915.536

VPI 78679.119 6887.682

VPT 79112.328 6858.867

Length: 866.418

Entrance Grade: -0.064 Exit Grade: -0.067 r = (g2 - g1) / L: -0.026 K = l / (g2 - g1): 3908.027

Middle Ordinate: -0.240

Element: Linear

VPT 79112.328 6858.867

VPC 79501.431 6832.985

Tangent Grade: -0.067 Tangent Length: 389.103

Page 3 of 10Vertical Alignment Review Report

Element: Symmetrical Parabola

VPC 79501.431 6832.985

VPI 79551.431 6829.660

VPT 79601.431 6826.197

Length: 100.000

Entrance Grade: -0.067 Exit Grade: -0.069 r = (g2 - g1) / L: -0.275 K = l / (g2 - g1): 364.262

Middle Ordinate: -0.034

Element: Linear

VPT 79601.431 6826.197

VPC 79837.423 6809.852

Tangent Grade: -0.069 Tangent Length: 235.992

Element: Symmetrical Parabola

VPC 79837.423 6809.852

VPI 79900.706 6805.469

VPT 79963.990 6801.481

Length: 126.567

Entrance Grade: -0.069 Exit Grade: -0.063 r = (g2 - g1) / L: 0.494 K = l / (g2 - g1): 202.631

Middle Ordinate: 0.099

Element: Linear

VPT 79963.990 6801.481

VPC 80329.873 6778.425

Tangent Grade: -0.063 Tangent Length: 365.883

Element: Symmetrical Parabola

VPC 80329.873 6778.425

VPI 80406.439 6773.600

VPT 80483.006 6768.400

Length: 153.133

Entrance Grade: -0.063 Exit Grade: -0.068 r = (g2 - g1) / L: -0.320 K = l / (g2 - g1): 312.491

Middle Ordinate: -0.094

Element: Linear

VPT 80483.006 6768.400

VPC 80961.941 6735.873

Tangent Grade: -0.068

Page 4 of 10Vertical Alignment Review Report

478.936

Element: Symmetrical Parabola

VPC 80961.941 6735.873

VPI 81258.421 6715.738

VPT 81554.901 6697.278

Length: 592.959

Entrance Grade: -0.068 Exit Grade: -0.062 r = (g2 - g1) / L: 0.095 K = l / (g2 - g1): 1049.296

Middle Ordinate: 0.419

Element: Linear

VPT 81554.901 6697.278

VPC 81913.361 6674.959

Tangent Grade: -0.062 Tangent Length: 358.460

Element: Symmetrical Parabola

VPC 81913.361 6674.959

VPI 82213.361 6656.279

VPT 82513.361 6636.351

Length: 600.000

Entrance Grade: -0.062 Exit Grade: -0.066 r = (g2 - g1) / L: -0.069 K = l / (g2 - g1): 1440.802

Middle Ordinate: -0.312

Element: Linear

VPT 82513.361 6636.351

VPC 82869.758 6612.676

Tangent Grade: -0.066 Tangent Length: 356.397

Element: Symmetrical Parabola

VPC 82869.758 6612.676

VPI 83347.808 6580.920

VPT 83825.859 6591.572

VLP 83585.713 6588.896

Length: 956.102 Entrance Grade: -0.066

Exit Grade: 0.022 r = (g2 - g1) / L: 0.928 K = l / (g2 - g1): 107.779

Middle Ordinate: 10.602

Element: Linear

VPT

Page 5 of 10Vertical Alignment Review Report

83825.859 6591.572

VPC 84781.228 6612.859

Tangent Grade: 0.022 Tangent Length: 955.369

Element: Symmetrical Parabola

VPC 84781.228 6612.859

VPI 85261.228 6623.554

VPT 85741.228 6641.038

Length: 960.000

Entrance Grade: 0.022 Exit Grade: 0.036 r = (g2 - g1) / L: 0.147 K = l / (g2 - g1): 678.743

Middle Ordinate: 1.697

Element: Linear

VPT 85741.228 6641.038

VPC 86308.071 6661.685

Tangent Grade: 0.036 Tangent Length: 566.844

Element: Symmetrical Parabola

VPC 86308.071 6661.685

VPI 86508.071 6668.970

VPT 86708.071 6670.492

Length: 400.000

Entrance Grade: 0.036 Exit Grade: 0.008 r = (g2 - g1) / L: -0.720 K = l / (g2 - g1): 138.811

Middle Ordinate: -1.441

Element: Linear

VPT 86708.071 6670.492

VPC 86926.775 6672.156

Tangent Grade: 0.008 Tangent Length: 218.703

Element: Symmetrical Parabola

VPC 86926.775 6672.156

VPI 87176.775 6674.059

VPT 87426.775 6687.000

Length: 500.000

Entrance Grade: 0.008 Exit Grade: 0.052 r = (g2 - g1) / L: 0.883 K = l / (g2 - g1): 113.236

Middle Ordinate: 2.760

Page 6 of 10Vertical Alignment Review Report

Element: Linear

VPT 87426.775 6687.000

VPC 88206.506 6727.362

Tangent Grade: 0.052 Tangent Length: 779.731

Element: Symmetrical Parabola

VPC 88206.506 6727.362

VPI 88327.010 6733.600

VPT 88447.515 6739.643

Length: 241.009

Entrance Grade: 0.052 Exit Grade: 0.050 r = (g2 - g1) / L: -0.067 K = l / (g2 - g1): 1492.094

Middle Ordinate: -0.049

Element: Linear

VPT 88447.515 6739.643

VPC 89266.381 6780.709

Tangent Grade: 0.050 Tangent Length: 818.867

Element: Symmetrical Parabola

VPC 89266.381 6780.709

VPI 89941.381 6814.560

VPT 90616.381 6776.201

VHP 89899.239 6796.578

Length: 1350.000 Entrance Grade: 0.050

Exit Grade: -0.057 r = (g2 - g1) / L: -0.792 K = l / (g2 - g1): 126.195

Middle Ordinate: -18.052

Element: Linear

VPT 90616.381 6776.201

VPC 91068.938 6750.483

Tangent Grade: -0.057 Tangent Length: 452.557

Element: Symmetrical Parabola

VPC 91068.938 6750.483

VPI 91115.655 6747.828

VPT 91162.372 6745.046

Length: 93.434

Entrance Grade: -0.057 Exit Grade: -0.060

Page 7 of 10Vertical Alignment Review Report r = (g2 - g1) / L: -0.291 K = l / (g2 - g1): 343.813

Middle Ordinate: -0.032

Element: Linear

VPT 91162.372 6745.046

VPC 91536.881 6722.745

Tangent Grade: -0.060 Tangent Length: 374.509

Element: Symmetrical Parabola

VPC 91536.881 6722.745

VPI 91586.881 6719.768

VPT 91636.881 6716.373

Length: 100.000

Entrance Grade: -0.060 Exit Grade: -0.068 r = (g2 - g1) / L: -0.837 K = l / (g2 - g1): 119.507

Middle Ordinate: -0.105

Element: Linear

VPT 91636.881 6716.373

VPC 92131.156 6682.805

Tangent Grade: -0.068 Tangent Length: 494.274

Element: Symmetrical Parabola

VPC 92131.156 6682.805

VPI 92281.156 6672.618

VPT 92431.156 6662.649

Length: 300.000

Entrance Grade: -0.068 Exit Grade: -0.066 r = (g2 - g1) / L: 0.049 K = l / (g2 - g1): 2056.229

Middle Ordinate: 0.055

Element: Linear

VPT 92431.156 6662.649

VPC 92752.361 6641.304

Tangent Grade: -0.066 Tangent Length: 321.206

Element: Symmetrical Parabola

VPC 92752.361 6641.304

VPI 93102.361 6618.045

VPT 93452.361 6595.100

Length: 700.000

E t G d

Page 8 of 10Vertical Alignment Review Report

-0.066 Exit Grade: -0.066 r = (g2 - g1) / L: 0.013 K = l / (g2 - g1): 7781.336

Middle Ordinate: 0.079

Element: Linear

VPT 93452.361 6595.100

VPC 93661.260 6581.406

Tangent Grade: -0.066 Tangent Length: 208.898

Element: Symmetrical Parabola

VPC 93661.260 6581.406

VPI 94111.260 6551.906

VPT 94561.260 6522.010

Length: 900.000

Entrance Grade: -0.066 Exit Grade: -0.066 r = (g2 - g1) / L: -0.010 K = l / (g2 - g1): 10204.951

Middle Ordinate: -0.099

Element: Linear

VPT 94561.260 6522.010

VPC 94760.199 6508.793

Tangent Grade: -0.066 Tangent Length: 198.940

Element: Symmetrical Parabola

VPC 94760.199 6508.793

VPI 95010.199 6492.184

VPT 95260.199 6476.055

Length: 500.000

Entrance Grade: -0.066 Exit Grade: -0.065 r = (g2 - g1) / L: 0.038 K = l / (g2 - g1): 2603.103

Middle Ordinate: 0.120

Element: Linear

VPT 95260.199 6476.055

VPC 96438.139 6400.059

Tangent Grade: -0.065 Tangent Length: 1177.940

Element: Symmetrical Parabola

VPC 96438.139 6400.059

VPI 96824.721 6375.118

VPT

Page 9 of 10Vertical Alignment Review Report

97211.303 6388.520

VLP 96941.060 6383.835

Length: 773.164 Entrance Grade: -0.065

Exit Grade: 0.035 r = (g2 - g1) / L: 1.283 K = l / (g2 - g1): 77.953

Middle Ordinate: 9.586

Element: Linear

VPT 97211.303 6388.520

VPC 98323.204 6427.066

Tangent Grade: 0.035 Tangent Length: 1111.901

Element: Symmetrical Parabola

VPC 98323.204 6427.066

VPI 98523.204 6434.000

VPT 98723.204 6441.918

Length: 400.000

Entrance Grade: 0.035 Exit Grade: 0.040 r = (g2 - g1) / L: 0.123 K = l / (g2 - g1): 812.274

Middle Ordinate: 0.246

Element: Linear

VPT 98723.204 6441.918

VPC 99005.105 6453.079

Tangent Grade: 0.040 Tangent Length: 281.901

Element: Symmetrical Parabola

VPC 99005.105 6453.079

VPI 99040.105 6454.465

VPT 99075.105 6453.925

VHP 99055.474 6454.077

Length: 70.000 Entrance Grade: 0.040

Exit Grade: -0.015 r = (g2 - g1) / L: -7.860 K = l / (g2 - g1): 12.722

Middle Ordinate: -0.481

Element: Linear

VPT 99075.105 6453.925

END 99095.675 6453.608

Tangent Grade: -0.015 Tangent Length: 20.570

Page 10 of 10Vertical Alignment Review Report

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