Kittitas 5880(1) Hz Alignment - Realign.pdf

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Attached to
WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
Solicitation number
69056722B000006
Issued by
Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI ·

This document contains a horizontal alignment review report for the WA KITTITAS 5880(1)DICKEY CRK BRIDGE federal contract opportunity. The report provides technical details on the existing bridge and proposed replacement, including stationing, element types, radii, lengths, directions, and end points for the realigned roadway. The federal contract opportunity will replace the existing Dickey Creek bridge with a wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes. The Department of Transportation Federal Highway Administration is the contracting agency. The report includes design files and specifications relevant to the proposed construction work.

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Horizontal Alignment Review Report Report Created: Tuesday, March 22, 2022

Time: 9:15:55 AM

Project: Default Description:

File Name: c:\pw-work\d0456000\Kitt_5880(1)_ALI.dgn Last Revised: 3/22/2022 09:01:05

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

Alignment Name: Realign Alignment Description:

Alignment Style: Alignment\Baseline Station Northing Easting

Element: Linear

START ( ) 19949.506 712883.064 1550633.213

PC ( ) 20289.798 713171.080 1550814.446

Tangential Direction: N32.180°E

Tangential Length: 340.292

Element: Circular

PC ( ) 20289.798 713171.080 1550814.446

HPI ( ) 20484.061 713335.500 1550917.906

CC ( ) 712727.440 1551519.480

PT ( ) 20671.501 713437.191 1551083.426

Radius: 833.000 Delta: 26.254° Right

Degree of Curvature (Arc): 6.878° Length: 381.702

Tangent: 194.262 Chord: 378.372

Middle Ordinate: 21.768 External: 22.352

Back Tangent Direction: N32.180°E Back Radial Direction: S57.820°E

Chord Direction: N45.307°E Ahead Radial Direction: S31.566°E

Ahead Tangent Direction: N58.434°E

Element: Linear

PT ( ) 20671.501 713437.191 1551083.426

PC ( ) 20971.454 713594.208 1551338.998

Tangential Direction: N58.434°E Tangential Length: 299.953

Element: Circular

PC ( ) 20971.454 713594.208 1551338.998

HPI ( ) 21119.554 713673.548 1551464.054

3/22/2022

CC ( ) 714297.590 1550892.744

PT ( ) 21264.591 713791.131 1551554.098

Radius: 833.000 Delta: 20.163° Left

Degree of Curvature (Arc): 6.878° Length: 293.137

Tangent: 148.100 Chord: 291.627

Middle Ordinate: 12.861 External: 13.063

Back Tangent Direction: N57.607°E Back Radial Direction: S32.393°E

Chord Direction: N47.526°E Ahead Radial Direction: S52.555°E

Ahead Tangent Direction: N37.445°E

Element: Linear

PT ( ) 21264.591 713791.087 1551554.063

END ( ) 21600.000 714057.368 1551758.008

Tangential Direction: N37.448°E

Tangential Length: 335.409

3/22/2022

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