A001_ora-polk-mitchell1_MSB_TempBrd_HA-VA.pdf

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OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction
Solicitation number
69056723B000022
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About this file

This document contains plans for a temporary bridge alignment and reconstruction project. The project involves reconstructing Mitchell Street and Black Rock Road in Polk and Mitchell counties. The plans provide the horizontal and vertical alignments for a temporary bridge, including stationing, curve data, and elevations. The related federal contract opportunity is solicitation number 69056723B000022 from the Department of Transportation Federal Highway Administration for the OR FLAP POLK MITCHELL(1) project. No other details are provided regarding required products or services, pricing terms, or response dates.

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Text version

PHYSICAL DATA

for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

OR FLAP POLK MITCHELL(1),

Mitchell Street and Black Road

Reconstruction

PROPOSED TEMPORARY BRIDGE

ALIGNMENTS

MSB_Temp_Brd_ALG (Horizontal Alignment) 500+00.000 to 506+22.434

MSB_Temp_Brd_Profile (Vertical Alignment)

500+89.487 to 505+75.470

Horizontal Alignment Review Report Report Created: Tuesday, October 17, 2023

Time: 10:35:44 AM

Project: Default Description:

File Name: c:\pw-work\d0620218\or-a5300161_ALG(Temp Brg).dgn Last Revised: 10/17/2023 10:29:05

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

Alignment Name: MSB_Temp_Brd_ALG Alignment Description:

Alignment Style: Alignment\Baseline Station Northing Easting

Element: Linear

START ( ) 50000.000 452779.835 7436958.326

PC ( ) 50045.029 452743.926 7436985.496

Tangential Direction: S37.112°E

Tangential Length: 45.029

Element: Circular

PC ( ) 50045.029 452743.926 7436985.496

HPI ( ) 50121.702 452682.782 7437031.758

CC ( ) 452837.448 7437109.102

PT ( ) 50187.434 452682.450 7437108.431

Radius: 155.000 Delta: 52.640° Left

Degree of Curvature (Arc): 36.965° Length: 142.405

Tangent: 76.673 Chord: 137.449

Middle Ordinate: 16.069 External: 17.927

Back Tangent Direction: S37.112°E Back Radial Direction: S52.888°W

Chord Direction: S63.432°E Ahead Radial Direction: S0.248°W

Ahead Tangent Direction: S89.752°E

Element: Linear

PT ( ) 50187.434 452682.450 7437108.431

PC ( ) 50314.785 452681.898 7437235.780

Tangential Direction: S89.752°E Tangential Length: 127.350

Page 1 of 3Horizontal Alignment Review Report

10/17/2023

Element: Circular

PC ( ) 50314.785 452681.898 7437235.780

HPI ( ) 50377.062 452681.628 7437298.056

CC ( ) 452526.899 7437235.108

PT ( ) 50433.219 452638.345 7437342.834

Radius: 155.000 Delta: 43.779° Right

Degree of Curvature (Arc): 36.965° Length: 118.434

Tangent: 62.277 Chord: 115.574

Middle Ordinate: 11.175 External: 12.043

Back Tangent Direction: S89.752°E Back Radial Direction: S0.248°W

Chord Direction: S67.862°E Ahead Radial Direction: S44.028°W

Ahead Tangent Direction: S45.972°E

Element: Linear

PT ( ) 50433.219 452638.345 7437342.834

PC ( ) 50471.192 452611.954 7437370.137

Tangential Direction: S45.972°E Tangential Length: 37.973

Element: Circular

PC ( ) 50471.192 452611.954 7437370.137

HPI ( ) 50519.165 452578.612 7437404.630

CC ( ) 452723.400 7437477.862

PT ( ) 50564.239 452570.585 7437451.926

Radius: 155.000 Delta: 34.395° Left

Degree of Curvature (Arc): 36.965° Length: 93.047

Tangent: 47.973 Chord: 91.656

Middle Ordinate: 6.930 External: 7.254

Back Tangent Direction: S45.972°E Back Radial Direction: S44.028°W

Chord Direction: S63.170°E Ahead Radial Direction: S9.633°W

Ahead Tangent Direction: S80.367°E

Element: Linear

PT ( ) 50564.239 452570.585 7437451.926

Page 2 of 3Horizontal Alignment Review Report

END ( ) 50622.434 452560.847 7437509.300

Tangential Direction: S80.367°E

Tangential Length: 58.194

Page 3 of 3Horizontal Alignment Review Report

Vertical Alignment Review Report Report Created: Tuesday, October 17, 2023

Time: 10:36:40 AM

Project: Default Description:

File Name: c:\pw-work\d0620218\or-a5300161_ALG(Temp Brg).dgn Last Revised: 10/17/2023 10:29:05

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

Horizontal Alignment: MSB_Temp_Brd_ALG Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: MSB_Temp_Brd_Profile Vertical Description:

Vertical Style: Alignment\Baseline Station Elevation

Element: Linear

START 50089.487 444.331

VPC 50103.902 443.971

Tangent Grade: -0.025 Tangent Length: 14.415

Element: Symmetrical Parabola

VPC 50103.902 443.971

VPI 50153.902 442.721

VPT 50203.902 442.221

Length: 100.000

Entrance Grade: -0.025 Exit Grade: -0.010 r = 100 * (g2 - g1) / L: 1.500 K = l / (g2 - g1): 66.667

Middle Ordinate: 0.188

Element: Linear

VPT 50203.902 442.221

VPC 50334.273 440.917

Tangent Grade: -0.010 Tangent Length: 130.371

Element: Symmetrical Parabola

VPC 50334.273 440.917

VPI 50384.273 440.417

VPT 50434.273 439.292

Page 1 of 2Vertical Alignment Review Report

Horizontal Alignment: MSB_Temp_Brd_ALG Horizontal Description:

Horizontal Style: Alignment\Baseline Length: 100.000

Entrance Grade: -0.010 Exit Grade: -0.022 r = 100 * (g2 - g1) / L: -1.250 K = l / (g2 - g1): 80.000

Middle Ordinate: -0.156

Element: Linear

VPT 50434.273 439.292

END 50575.470 436.115

Tangent Grade: -0.022 Tangent Length: 141.197

Page 2 of 2Vertical Alignment Review Report

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