wa-ef-gifpn-gifpn603-2017-1-2-proposed-vertical-alignment.pdf

PDF 70 KB Posted

Attached to
WA ERFO FS GIFPN603 2017-1(2), Gifford Pinchot Repairs 2017, Phase 2
Solicitation number
69056722B000026
Issued by

About this file

This document provides a vertical alignment review report for a federal highway project in Washington state. The report details the vertical alignment design for a 2.5 mile section of roadway on Route 63 in the Gifford Pinchot National Forest. The alignment includes multiple elements such as tangents, parabolas, and their respective grades, lengths, entrance and exit grades, and curve parameters.

The related federal contract opportunity is a solicitation from the Department of Transportation Federal Highway Administration to perform repairs and maintenance on Phase 2 of the WA ERFO FS GIFPN603 2017-1 project. The solicitation seeks bids for repair work within the Gifford Pinchot National Forest area described in the technical design documents. Response and award dates are not provided.

View the file

Other files

Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

FEDERAL HIGHWAY ADMINISTRATION

PROJECT

WA ERFO FS GIFPN603 2017-1(2)

GIFFORD PINCHOT REPAIRS 2017,

PHASE 2

FDR 63 MP 12.0

Vertical Alignment

21+50.00 – 25+00.00

GIFFORD PINCHOT NATIONAL FOREST

LEWIS COUNTY,

WASHINGTON

carrie.warren Sticky Note Completed set by carrie.warren

Vertical Alignment Review Report Report Created: 7/6/2022

Time: 2:57pm

Project: ERFO Description: 20190508

File Name: C:\Users\Brenda.McIntosh\OneDrive - AECOM\Projects\ERFO\ERFO.alg Last Revised: brenda.mcintosh 7/6/2022 2:55:07 PM Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: RD63 MP12 Horizontal Description: 20190815

Horizontal Style: AL_HW_CLinePSENew

Vertical Alignment: vert Vertical Description: 20190917

Vertical Style: AL_HW_CLinePSENew Station Elevation

Element: Linear

POB 21+50.00 3693.81

PVC 21+55.00 3693.76

Tangent Grade: -1.04% Tangent Length: 5.00

Element: Symmetrical Parabola

PVC 21+55.00 3693.76

PVI 21+80.00 3693.50

PVT 22+05.00 3693.75

VLOW 21+80.54 3693.63

Length: 50.00 Entrance Grade: -1.04%

Exit Grade: 1.00% r = (g2 - g1) / L: 4.09 K = l / (g2 - g1): 24.46

Middle Ordinate: 0.13

Element: Linear

PVT 22+05.00 3693.75

PVC 22+25.00 3693.95

Tangent Grade: 1.00% Tangent Length: 20.00

Element: Symmetrical Parabola

PVC 22+25.00 3693.95

PVI 22+50.00 3694.20

PVT 22+75.00 3694.70

Page 1 of 2Vertical Alignment Review Report

7/6/2022file:///C:/Users/Brenda.McIntosh/AppData/Local/Temp/InRoadsReport.htm

Length: 50.00 Entrance Grade: 1.00%

Exit Grade: 2.00% r = (g2 - g1) / L: 2.00 K = l / (g2 - g1): 50.00

Middle Ordinate: 0.06

Element: Linear

PVT 22+75.00 3694.70

PVC 22+90.00 3695.00

Tangent Grade: 2.00% Tangent Length: 15.00

Element: Symmetrical Parabola

PVC 22+90.00 3695.00

PVI 23+40.00 3696.00

PVT 23+90.00 3693.29

VHIGH 23+16.97 3695.27

Length: 100.00

Entrance Grade: 2.00% Exit Grade: -5.42% r = (g2 - g1) / L: -7.42 K = l / (g2 - g1): 13.48

Middle Ordinate: -0.93

Element: Linear

PVT 23+90.00 3693.29

PVC 24+30.00 3691.13

Tangent Grade: -5.42% Tangent Length: 40.00

Element: Symmetrical Parabola

PVC 24+30.00 3691.13

PVI 24+60.00 3689.50

PVT 24+90.00 3690.30

VLOW 24+70.22 3690.04

Length: 60.00 Entrance Grade: -5.42%

Exit Grade: 2.66% r = (g2 - g1) / L: 13.47 K = l / (g2 - g1): 7.42

Middle Ordinate: 0.61

Element: Linear

PVT 24+90.00 3690.30

EOT 25+00.00 3690.57

Tangent Grade: 2.66% Tangent Length: 10.00

Page 2 of 2Vertical Alignment Review Report

7/6/2022file:///C:/Users/Brenda.McIntosh/AppData/Local/Temp/InRoadsReport.htm

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