Kittitas 5880(1) Hz Alignment - Existing.pdf
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- Attached to
- WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
- Solicitation number
- 69056722B000006
About this file
This document contains a horizontal alignment review report for the Kittitas 5880(1)Hz Alignment - Existing project and details of the related federal contract opportunity WA KITTITAS 5880(1)DICKEY CRK BRIDGE solicitation. The alignment report provides technical specifications for the existing roadway alignment, including stationing, direction, element type, radii, lengths, and other geometric features.
The related federal contract opportunity is a solicitation from the Department of Transportation Federal Highway Administration to replace the existing Dickey Creek bridge with a wider and longer structure that will safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes. The solicitation number is 69056722B000006. No further details are provided on response dates, pricing terms, set asides, or incumbent contractors.
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Text version
Horizontal Alignment Review Report Report Created: Tuesday, March 22, 2022
Time: 9:24:59 AM
Project: Default Description:
File Name: c:\pw-work\d0456000\Kitt_5880(1)_ALI_Existing.dgn Last Revised: 3/22/2022 09:23:53
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: ExMatch Alignment Description:
Alignment Style: Alignment\Baseline - Alt 1 Station Northing Easting
Element: Linear
START ( ) 14549.510 712883.064 1550633.213
PC ( ) 14675.569 712989.757 1550700.349
Tangential Direction: N32.180°E
Tangential Length: 126.059
Element: Circular
PC ( ) 14675.569 712989.757 1550700.349
HPI ( ) 14727.159 713033.422 1550727.825
CC ( ) 713522.339 1549853.970
PT ( ) 14778.657 713079.682 1550750.662
Radius: 1000.000 Delta: 5.907° Left
Degree of Curvature (Arc): 5.730° Length: 103.088
Tangent: 51.590 Chord: 103.042
Middle Ordinate: 1.328 External: 1.330
Back Tangent Direction: N32.180°E Back Radial Direction: S57.820°E
Chord Direction: N29.227°E Ahead Radial Direction: S63.726°E
Ahead Tangent Direction: N26.274°E
Element: Linear
PT ( ) 14778.657 713079.682 1550750.662
PC ( ) 15116.574 713382.689 1550900.243
Tangential Direction: N26.274°E Tangential Length: 337.917
Element: Circular
PC ( ) 15116.574 713382.689 1550900.243
HPI ( ) 15255.284 713507.069 1550961.644
3/22/2022
CC ( ) 713227.759 1551214.085
PT ( ) 15380.701 713555.620 1551091.579
Radius: 350.000 Delta: 43.238° Right
Degree of Curvature (Arc): 16.370° Length: 264.127
Tangent: 138.710 Chord: 257.904
Middle Ordinate: 24.621 External: 26.484
Back Tangent Direction: N26.274°E Back Radial Direction: S63.726°E
Chord Direction: N47.893°E Ahead Radial Direction: S20.488°E
Ahead Tangent Direction: N69.512°E
Element: Linear
PT ( ) 15380.701 713555.620 1551091.579
PC ( ) 15563.289 713619.528 1551262.617
Tangential Direction: N69.512°E Tangential Length: 182.588
Element: Circular
PC ( ) 15563.289 713619.528 1551262.617
HPI ( ) 15802.646 713703.307 1551486.833
CC ( ) 714399.836 1550971.054
PT ( ) 16029.444 713893.333 1551632.373
Radius: 833.000 Delta: 32.063° Left
Degree of Curvature (Arc): 6.878° Length: 466.155
Tangent: 239.357 Chord: 460.096
Middle Ordinate: 32.396 External: 33.707
Back Tangent Direction: N69.512°E Back Radial Direction: S20.488°E
Chord Direction: N53.480°E Ahead Radial Direction: S52.552°E
Ahead Tangent Direction: N37.448°E
Element: Linear
PT ( ) 16029.444 713893.333 1551632.373
END ( ) 16236.064 714057.368 1551758.008
Tangential Direction: N37.448°E
Tangential Length: 206.620
3/22/2022
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