ak-r-kna119201_superelevations.pdf
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- Solicitation number
- 69056724B000002
About this file
This document contains superelevation data reports and related details for the federal contract opportunity numbered 69056724B000002 to improve Skilak Lake Road in Alaska. The reports provide station-by-station cross slope data over multiple sections of the roadway to facilitate establishing appropriate superelevation rates. The opportunity is issued by the Federal Highway Administration through the Western Federal Lands Highway Division for design and construction services. The selected contractor will be responsible for implementing superelevation in accordance with provided data reports and established standards to complete access and operational improvements on the specified section of road.
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PHYSICAL DATA
for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
AK FWS KNA 1192(1)
Skilak Lake Road AOP Improvements
SUPERELEVATION DATA REPORTS
SITE_5
SITE_6
SITE_7
Superelevation Data Report
Report Created: Tuesday, August 22, 2023 Time: 10:41:19 AM
No superelevation to report.
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name:
Jean_Creek-1
Base Horizontal Name:
SITE_5
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed:
Pivot Method:
Crown
E Selection: 6%
L Selection: AASHTO Relative Gradient
Page 1 of 1Superelevation Data Report
Time: 10:44:05 AM
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:
SITE_6
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed:
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
250+00.00 0.002 Start Point
250+45.58 0.030 Reverse Crown Linear
250+81.70 0.052 Full Super Linear
253+76.67 0.052 Full Super Linear
254+12.79 0.030 Reverse Crown Linear
254+62.04 0.000 Level Crown Linear
255+11.29 -0.030 Normal Crown Linear
255+69.53 -0.030 Normal Crown Linear
Superelevation: LT_Lane
Station Cross Slope Point Type Transition Type
Superelevation: RT_Lane
Station Cross Slope Point Type Transition Type
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
250+00.00 -0.002 Start Point
250+45.58 -0.030 Normal Crown Linear
250+81.70 -0.052 Full Super Linear
253+76.67 -0.052 Full Super Linear
254+12.79 -0.030 Normal Crown Linear
Page 1 of 2Superelevation Data Report
255+69.53 -0.030 Normal Crown Linear
Section Name:
Site 1-2
Base Horizontal Name:
SITE_6
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed:
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
255+69.53 -0.030 Normal Crown
257+17.53 -0.030 Normal Crown Linear
257+66.78 -0.060 Full Super Linear
259+34.62 -0.060 Full Super Linear
259+83.88 -0.030 Normal Crown Linear
261+50.00 -0.030 Normal Crown Linear
Superelevation: LT_Lane
Station Cross Slope Point Type Transition Type
Superelevation: RT_Lane
Station Cross Slope Point Type Transition Type
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
255+69.53 -0.030 Normal Crown
256+19.01 -0.030 Normal Crown Linear
256+68.27 0.000 Level Crown Linear
257+17.53 0.030 Reverse Crown Linear
257+66.78 0.060 Full Super Linear
259+34.62 0.060 Full Super Linear
259+83.88 0.030 Reverse Crown Linear
260+33.13 0.000 Level Crown Linear
260+82.38 -0.030 Normal Crown Linear
261+50.00 -0.030 Normal Crown Linear
Page 2 of 2Superelevation Data Report
Time: 10:47:18 AM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name:
Site 7-1
Base Horizontal Name:
SITE_7
Standards Filename:
C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed:
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
300+00.00 -0.011 Start Point
300+30.88 -0.030 Normal Crown Linear
300+34.16 -0.032 Full Super Linear
302+60.05 -0.032 Full Super Linear
302+66.26 -0.030 Normal Crown Linear
302+66.26 -0.030 Normal Crown Linear
303+59.37 0.000 Level Crown Linear
304+52.47 0.030 Reverse Crown Linear
304+58.68 0.032 Full Super Linear
305+68.23 0.032 Full Super Linear
307+46.56 0.032 Full Super Linear
308+83.59 0.032 Full Super Linear
308+86.87 0.030 Reverse Crown Linear
309+17.42 0.011 End Point Linear
Superelevation: Pavt_CL_LayerTop - Pavt_ETW_LayerTop_R
Station Cross Slope Point Type Transition Type
300+00.00 0.011 Start Point
300+30.88 0.030 Reverse Crown Linear
300+34.16 0.032 Full Super Linear
Page 1 of 2Superelevation Data Report
302+60.05 0.032 Full Super Linear
302+66.26 0.030 Reverse Crown Linear
303+59.36 0.000 Level Crown Linear
304+52.47 -0.030 Normal Crown Linear
304+52.47 -0.030 Normal Crown Linear
304+58.68 -0.032 Full Super Linear
305+68.23 -0.032 Full Super Linear
307+46.56 -0.032 Full Super Linear
308+83.59 -0.032 Full Super Linear
308+86.87 -0.030 Normal Crown Linear
309+17.42 -0.011 End Point Linear
Page 2 of 2Superelevation Data Report
File details come from the government source that posted it. Updated .