id-ef-nezpr2019-1-1_proposed-alignments.pdf
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- Solicitation number
- 69056723B000004
About this file
This document package includes alignment data reports and superelevation data reports for a federal highway project in Idaho, as well as details of a related federal contract opportunity. The project, ID ERFO NEZPR 117 2019-1(1) for Nez Perce-Clearwater 2019 Repairs, has a solicitation number 69056723B000004 issued by the Department of Transportation Federal Highway Administration. The alignment data reports provide stationing, coordinates, and design details for horizontal and vertical alignments on segments 354-13.6, 469-0.8, and 469-2.8 of the project. The superelevation data reports specify cross slope transition points and superelevation rates for the corresponding horizontal alignments. Taken together, these documents contain technical specifications for road geometry relevant to the federal contract opportunity.
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PHYSICAL DATA
for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID ERFO FS NEZPR117 2019-1(1)
Nez Perce - Clearwater 2019 Repairs
ALIGNMENT DATA LISTINGS
Horizontal Alignment Review Report for HA 354-13.6 Vertical Alignment Review Report for VA BL5 Superelevation Data Report for HA 354-13.6
Horizontal Alignment Review Report for HA 469-0.8 Vertical Alignment Review Report for VA 469-0.8
Superelevation Data Report for HA 469-0.8 Horizontal Alignment Review Report for HA 469-2.8
Vertical Alignment Review Report for VA 469-2.8 Superelevation Data Report for HA 469-2.8
Horizontal Alignment Review Report Report Created: Monday, March 6, 2023
Time: 1:59:40 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_01.dgn Last Revised: 3/6/2023 13:58:45
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: 354-13.6 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( ) 99+00.00 1444366.913 2546667.988
PC ( ) 99+01.38 1444368.089 2546668.717
Tangential Direction: N31.812°E
Tangential Length: 1.384
Element: Circular
PC ( ) 99+01.38 1444368.089 2546668.717
HPI ( ) 99+44.76 1444404.949 2546691.582
CC ( ) 1444404.989 2546609.233
PT ( ) 99+79.05 1444441.831 2546668.752
Radius: 70.000 Delta: 63°34'10.669" Left
Degree of Curvature (Arc): 81°51'04.009" Length: 77.665
Tangent: 43.376 Chord: 73.742
Middle Ordinate: 10.498 External: 12.350
Back Tangent Direction: N31.812°E Back Radial Direction: S58.188°E
Chord Direction: N0.027°E Ahead Radial Direction: N58.242°E
Ahead Tangent Direction: N31.758°W
Element: Linear
PT ( ) 99+79.05 1444441.831 2546668.752
PC ( ) 101+03.09 1444547.305 2546603.464
Tangential Direction: N31.758°W Tangential Length: 124.045
Element: Circular
Page 1 of 2Horizontal Alignment Review Report
PC ( ) 101+03.09 1444547.305 2546603.464
HPI ( ) 101+68.39 1444602.827 2546569.096
CC ( ) 1444599.938 2546688.492
PT ( ) 102+18.79 1444656.622 2546606.110
Radius: 100.000 Delta: 66°17'17.177" Right
Degree of Curvature (Arc): 57°17'44.806" Length: 115.695
Tangent: 65.299 Chord: 109.349
Middle Ordinate: 16.270 External: 19.432
Back Tangent Direction: N31.758°W Back Radial Direction: N58.242°E
Chord Direction: N1.386°E Ahead Radial Direction: S55.469°E
Ahead Tangent Direction: N34.531°E
Element: Linear
PT ( ) 102+18.79 1444656.622 2546606.110
END ( ) 102+39.99 1444674.089 2546618.128
Tangential Direction: N34.531°E
Tangential Length: 21.202
Page 2 of 2Horizontal Alignment Review Report
Vertical Alignment Review Report
Time: 2:01:41 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_01.dgn Last Revised: 3/6/2023 13:58:45
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: 354-13.6 Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: BL5 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 99+00.00 4119.207
VPC 101+28.00 4151.127
Tangent Grade: 0.140
Tangent Length: 228.000
Element: Symmetrical Parabola
VPC 101+28.00 4151.127
VPI 101+78.00 4158.127
VPT 102+28.00 4162.103
Length: 100.000
Entrance Grade: 0.140 Exit Grade: 0.080 r = 100 * (g2 - g1) / L: -6.046 K = l / (g2 - g1): 16.539
Middle Ordinate: -0.756
Element: Linear
VPT 102+28.00 4162.103
END 102+39.99 4163.057
Tangent Grade: 0.080 Tangent Length: 11.991
Page 1 of 1Vertical Alignment Review Report
Superelevation Data Report Report Created: Tuesday, March 7, 2023
Time: 4:11:12 PM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name: Site 1-1
Base Horizontal Name:
354-13.6
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed: 30
Pivot Method: Crown
E Selection: 6%
L Selection: AASHTO Relative Gradient
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_L
Station Cross Slope Point Type Transition Type
99+00.00 -0.039 Start Point
99+20.79 -0.060 Full Super Linear
99+59.65 -0.060 Full Super Linear
100+00.36 -0.030 Normal Crown Linear
100+00.36 -0.030 Normal Crown Linear
100+41.08 0.000 Level Crown Linear
100+81.79 0.030 Reverse Crown Linear
101+22.50 0.060 Full Super Linear
101+99.39 0.060 Full Super Linear
102+28.50 0.030 Reverse Crown Linear
102+39.99 0.018 End Point Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type 99+00.00 0.039 Start Point
99+20.79 0.060 Full Super Linear
99+59.65 0.060 Full Super Linear
100+00.36 0.030 Reverse Crown Linear
100+41.08 0.000 Level Crown Linear
100+81.79 -0.030 Normal Crown Linear
Page 1 of 2Superelevation Data Report
100+81.79 -0.030 Normal Crown Linear
101+22.50 -0.060 Full Super Linear
101+99.39 -0.060 Full Super Linear
102+28.50 -0.030 Normal Crown Linear
102+39.99 -0.018 End Point Linear
Page 2 of 2Superelevation Data Report
Time: 1:48:25 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_02.dgn Last Revised: 3/6/2023 13:41:42
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: 469-0.8 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( ) 150+00.00 1516284.381 2608552.047
PC ( ) 150+67.40 1516341.783 2608587.373
Tangential Direction: N31.608°E
Tangential Length: 67.401
Element: Circular
PC ( ) 150+67.40 1516341.783 2608587.373
HPI ( ) 150+96.48 1516366.552 2608602.615
CC ( ) 1516761.070 2607906.051
PT ( ) 151+25.54 1516392.362 2608616.019
Radius: 800.000 Delta: 04°09'50.355" Left
Degree of Curvature (Arc): 07°09'43.101" Length: 58.140
Tangent: 29.083 Chord: 58.127
Middle Ordinate: 0.528 External: 0.528
Back Tangent Direction: N31.608°E Back Radial Direction: S58.392°E
Chord Direction: N29.526°E Ahead Radial Direction: S62.556°E
Ahead Tangent Direction: N27.444°E
Element: Linear
PT ( ) 151+25.54 1516392.362 2608616.019
END ( ) 152+37.87 1516492.046 2608667.788
Tangential Direction: N27.444°E
Tangential Length: 112.326
Page 1 of 1Horizontal Alignment Review Report
Time: 1:51:30 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_02.dgn Last Revised: 3/6/2023 13:41:42
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: 469-0.8 Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: 469-0.8 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 150+00.00 3190.884
VPC 150+75.00 3196.628
Tangent Grade: 0.077
Tangent Length: 75.000
Element: Symmetrical Parabola
VPC 150+75.00 3196.628
VPI 151+00.00 3198.543
VPT 151+25.00 3200.376
Length: 50.000
Entrance Grade: 0.077 Exit Grade: 0.073 r = 100 * (g2 - g1) / L: -0.656 K = l / (g2 - g1): 152.523
Middle Ordinate: -0.020
Element: Linear
VPT 151+25.00 3200.376
END 152+37.87 3208.651
Tangent Grade: 0.073 Tangent Length: 112.867
Time: 4:14:06 PM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name: Site 1-1
Base Horizontal Name:
469-0.8
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed: 30
Pivot Method: Crown
E Selection: 6%
L Selection: Speed Table
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_L
Station Cross Slope Point Type Transition Type
150+00.00 -0.030 Start Point
150+55.22 -0.030 Undefined Linear
150+73.48 -0.030 Normal Crown Linear
150+91.73 -0.040 Full Super Linear
151+01.21 -0.040 Full Super Linear
151+19.46 -0.030 Normal Crown Linear
152+29.96 0.030 Undefined Linear
152+37.87 0.030 Normal Crown Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
150+00.00 -0.010 Start Point
150+18.73 0.000 Level Crown Linear
150+73.48 0.030 Reverse Crown Linear
150+91.73 0.040 Full Super Linear
151+01.21 0.040 Full Super Linear
151+19.46 0.030 Reverse Crown Linear
151+74.21 0.000 Level Crown Linear
152+28.96 -0.030 Normal Crown Linear
152+37.87 -0.030 Normal Crown Linear
Page 1 of 1Superelevation Data Report
Time: 2:24:58 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_03.dgn Last Revised: 3/6/2023 14:13:25
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: 469-2.8 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( ) 200+00.00 1526087.256 2610728.389
PC ( ) 200+64.93 1526151.324 2610738.916
Tangential Direction: N9.331°E
Tangential Length: 64.927
Element: Circular
PC ( ) 200+64.93 1526151.324 2610738.916
HPI ( ) 201+30.31 1526215.841 2610749.518
CC ( ) 1526281.037 2609949.502
PT ( ) 201+95.40 1526281.223 2610749.502
Radius: 800.000 Delta: 09°20'40.339" Left
Degree of Curvature (Arc): 07°09'43.101" Length: 130.474
Tangent: 65.382 Chord: 130.330
Middle Ordinate: 2.658 External: 2.667
Back Tangent Direction: N9.331°E Back Radial Direction: S80.669°E
Chord Direction: N4.659°E Ahead Radial Direction: N89.987°E
Ahead Tangent Direction: N0.013°W
Element: Linear
PT ( ) 201+95.40 1526281.223 2610749.502
END ( ) 202+09.55 1526295.375 2610749.499
Tangential Direction: N0.013°W
Tangential Length: 14.152
Page 1 of 1Horizontal Alignment Review Report
Time: 2:25:42 PM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0535550\id-ef1901101_ALI_03.dgn Last Revised: 3/6/2023 14:13:25
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: 469-2.8 Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: 469-2.8 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 200+00.00 3680.700
VPC 200+40.55 3681.648
Tangent Grade: 0.023
Tangent Length: 40.548
Element: Symmetrical Parabola
VPC 200+40.55 3681.648
VPI 200+90.55 3682.816
VPT 201+40.55 3684.305
Length: 100.000
Entrance Grade: 0.023 Exit Grade: 0.030 r = 100 * (g2 - g1) / L: 0.642 K = l / (g2 - g1): 155.858
Middle Ordinate: 0.080
Element: Linear
VPT 201+40.55 3684.305
END 202+09.55 3686.361
Tangent Grade: 0.030 Tangent Length: 69.005
Time: 4:16:55 PM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name: Site 3-1
Base Horizontal Name:
469-2.8
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed: 30
Pivot Method: Crown
E Selection: 6%
L Selection: AASHTO Relative Gradient
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_L
Station Cross Slope Point Type Transition Type
200+00.00 -0.030 Normal Crown
200+68.16 -0.030 Normal Crown Linear
200+77.86 -0.040 Full Super Linear
201+82.46 -0.040 Full Super Linear
201+92.16 -0.030 Normal Crown Linear
202+09.55 -0.012 End Point Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
200+00.00 -0.030 Normal Crown
200+09.94 -0.030 Normal Crown Linear
200+39.05 0.000 Level Crown Linear
200+68.16 0.030 Reverse Crown Linear
200+77.86 0.040 Full Super Linear
201+82.46 0.040 Full Super Linear
201+92.16 0.030 Reverse Crown Linear
202+09.55 0.012 End Point Linear
Page 1 of 1Superelevation Data Report
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