OR NPS CRLA 13(1)_Main_COR_4_Super_Report.pdf

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Attached to
OR NPS CRLA 13(1), Rehabilitate East Rim Drive
Solicitation number
69056722r000013
Issued by

About this file

Written by GovTribe AI ·

This document contains a superelevation data report for a federal highway project and the associated federal contract opportunity solicitation. The superelevation data report provides design specifications for pavement cross slopes and transition points along Section Name: Super Mainline Cor 4-1. The related federal contract opportunity is solicitation number 69056722r000013 to rehabilitate East Rim Drive issued by the Department of Transportation Federal Highway Administration. The solicitation seeks offers to complete roadwork and repairs along East Rim Drive including establishing proper pavement cross slopes and transitions as detailed in the attached superelevation data report. Offerors should submit responses in accordance with the documents attached to the solicitation.

The first paragraph identifies the type of document as a superelevation data report providing pavement design specifications. It summarizes the key details of the report including section name, design speeds, and table of station points with corresponding cross slopes. The second paragraph identifies the related federal contract opportunity as a solicitation from the DOT FHWA to rehabilitate a road. It states the solicitation number, name of the project, and agency. It connects the solicitation to the superelevation data report by explaining the roadwork and repairs will include establishing slopes per the specifications in the attached report.

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OR NPS CRLA 13(1)_Plans_Final.pdf PDF
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Superelevation Data Report

Report Created: Wednesday, April 28, 2021 Time: 8:09:01 AM

File Name:

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

Section Name:

Super Mainline Cor 4-1

Base Horizontal Name:

HA Cor 4 755

Standards Filename:

C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_IntlFt_Standards- WS5.1V\Superelevation\AASHTO_2018_imperial.xml

Design Speed:

Pivot Method:

Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: LT Lane

Station Cross Slope Point Type Transition Type

75500.000 -0.020 Normal Crown

75606.250 -0.020 Normal Crown Linear

75650.000 -0.048 Full Super Linear

75824.479 -0.048 Full Super Linear

75830.729 -0.052 Full Super Linear

77246.985 -0.052 Full Super Linear

77253.235 -0.048 Full Super Linear

77430.004 -0.048 Full Super Linear

77473.754 -0.020 Normal Crown Linear

78416.256 -0.020 Normal Crown Linear

78435.006 -0.032 Full Super Linear

79695.008 -0.032 Full Super Linear

79713.758 -0.020 Normal Crown Linear

80092.509 -0.020 Normal Crown Linear

80125.009 0.000 Level Crown Linear

80157.509 0.020 Reverse Crown Linear

80190.009 0.040 Full Super Linear

80765.011 0.040 Full Super Linear

80797.511 0.020 Reverse Crown Linear

80830.011 0.000 Level Crown Linear

Page 1 of 6Superelevation Data Report

4/28/2021

80862.511 -0.020 Normal Crown Linear

81712.659 -0.020 Normal Crown Linear

81745.012 0.000 Level Crown Linear

81777.365 0.020 Reverse Crown Linear

81800.013 0.034 Full Super Linear

82029.394 0.034 Full Super Linear

82039.100 0.040 Full Super Linear

82617.870 0.040 Full Super Linear

82634.047 0.030 Full Super Linear

82860.015 0.030 Full Super Linear

82876.681 0.020 Reverse Crown Linear

82910.015 0.000 Level Crown Linear

82943.348 -0.020 Normal Crown Linear

83273.349 -0.020 Normal Crown Linear

83290.016 -0.030 Full Super Linear

83820.017 -0.030 Full Super Linear

83836.683 -0.020 Normal Crown Linear

85691.270 -0.020 Normal Crown Linear

85735.020 -0.048 Full Super Linear

85905.021 -0.048 Full Super Linear

85964.131 -0.020 Normal Crown Linear

85964.134 -0.020 Normal Crown Linear

86006.356 0.000 Level Crown Linear

86048.577 0.020 Reverse Crown Linear

86095.021 0.042 Full Super Linear

86159.323 0.042 Full Super Linear

86185.990 0.058 Full Super Linear

87180.484 0.058 Full Super Linear

87207.151 0.042 Full Super Linear

87275.024 0.042 Full Super Linear

87311.690 0.020 Reverse Crown Linear

87345.024 0.000 Level Crown Linear

87378.357 -0.020 Normal Crown Linear

87598.358 -0.020 Normal Crown Linear

87615.024 -0.030 Full Super Linear

88690.026 -0.030 Full Super Linear

88706.693 -0.020 Normal Crown Linear

90621.280 -0.020 Normal Crown Linear

90665.030 -0.048 Full Super Linear

91160.031

Page 2 of 6Superelevation Data Report

-0.048 Full Super Linear

91203.781 -0.020 Normal Crown Linear

91377.273 -0.020 Normal Crown Linear

91410.032 0.000 Level Crown Linear

91442.791 0.020 Reverse Crown Linear

91505.032 0.058 Full Super Linear

92100.033 0.058 Full Super Linear

92162.275 0.020 Reverse Crown Linear

92195.033 0.000 Level Crown Linear

92227.792 -0.020 Normal Crown Linear

92406.515 -0.020 Normal Crown Linear

92460.034 -0.054 Full Super Linear

92915.035 -0.054 Full Super Linear

92968.553 -0.020 Normal Crown Linear

93313.554 -0.020 Normal Crown Linear

93345.036 0.000 Level Crown Linear

93376.517 0.020 Reverse Crown Linear

93430.036 0.054 Full Super Linear

93955.037 0.054 Full Super Linear

94008.556 0.020 Reverse Crown Linear

94040.037 0.000 Level Crown Linear

94071.519 -0.020 Normal Crown Linear

97120.043 -0.020 Full Super Linear

97850.045 -0.020 Full Super Linear

98267.353 -0.020 Normal Crown Linear

98300.046 0.000 Level Crown Linear

98332.738 0.020 Reverse Crown Linear

98385.046 0.052 Full Super Linear

98653.947 0.052 Full Super Linear

98667.024 0.044 Full Super Linear

98870.047 0.044 Full Super Linear

98898.892 0.020 Reverse Crown Linear

98922.930 0.000 Level Crown Linear

98946.968 -0.020 Normal Crown Linear

98946.971 -0.020 Normal Crown Linear

98995.047 -0.060 Full Super Linear

99055.047 -0.060 Full Super Linear

99095.675 -0.034 End Point Linear

Superelevation: RT Lane

Page 3 of 6Superelevation Data Report

Cross Slope Point Type Transition Type

75500.000 -0.020 Normal Crown

75543.750 -0.020 Normal Crown Linear

75575.000 0.000 Level Crown Linear

75606.250 0.020 Reverse Crown Linear

75650.000 0.048 Full Super Linear

75824.479 0.048 Full Super Linear

75830.729 0.052 Full Super Linear

77246.985 0.052 Full Super Linear

77253.235 0.048 Full Super Linear

77430.004 0.048 Full Super Linear

77473.754 0.020 Reverse Crown Linear

77505.004 0.000 Level Crown Linear

77536.254 -0.020 Normal Crown Linear

78353.756 -0.020 Normal Crown Linear

78385.006 0.000 Level Crown Linear

78416.256 0.020 Reverse Crown Linear

78435.006 0.032 Full Super Linear

79695.008 0.032 Full Super Linear

79713.758 0.020 Reverse Crown Linear

79745.008 0.000 Level Crown Linear

79776.259 -0.020 Normal Crown Linear

80157.509 -0.020 Normal Crown Linear

80190.009 -0.040 Full Super Linear

80765.011 -0.040 Full Super Linear

80797.511 -0.020 Normal Crown Linear

81777.365 -0.020 Normal Crown Linear

81800.013 -0.034 Full Super Linear

82029.394 -0.034 Full Super Linear

82039.100 -0.040 Full Super Linear

82617.870 -0.040 Full Super Linear

82634.047 -0.030 Full Super Linear

82860.015 -0.030 Full Super Linear

82876.681 -0.020 Normal Crown Linear

83206.682 -0.020 Normal Crown Linear

83240.015 0.000 Level Crown Linear

83273.349 0.020 Reverse Crown Linear

83290.016 0.030 Full Super Linear

83820.017 0.030 Full Super Linear

Page 4 of 6Superelevation Data Report

83836.683 0.020 Reverse Crown Linear

83870.017 0.000 Level Crown Linear

83903.350 -0.020 Normal Crown Linear

85628.770 -0.020 Normal Crown Linear

85660.020 0.000 Level Crown Linear

85691.270 0.020 Reverse Crown Linear

85735.020 0.048 Full Super Linear

85905.021 0.048 Full Super Linear

85964.131 0.020 Reverse Crown Linear

86006.353 0.000 Level Crown Linear

86048.575 -0.020 Normal Crown Linear

86048.577 -0.020 Normal Crown Linear

86095.021 -0.042 Full Super Linear

86159.323 -0.042 Full Super Linear

86185.990 -0.058 Full Super Linear

87180.484 -0.058 Full Super Linear

87207.151 -0.042 Full Super Linear

87275.024 -0.042 Full Super Linear

87311.690 -0.020 Normal Crown Linear

87531.691 -0.020 Normal Crown Linear

87565.024 0.000 Level Crown Linear

87598.358 0.020 Reverse Crown Linear

87615.024 0.030 Full Super Linear

88690.026 0.030 Full Super Linear

88706.693 0.020 Reverse Crown Linear

88740.026 0.000 Level Crown Linear

88773.360 -0.020 Normal Crown Linear

90558.780 -0.020 Normal Crown Linear

90590.030 0.000 Level Crown Linear

90621.280 0.020 Reverse Crown Linear

90665.030 0.048 Full Super Linear

91160.031 0.048 Full Super Linear

91203.781 0.020 Reverse Crown Linear

91235.031 0.000 Level Crown Linear

91266.282 -0.020 Normal Crown Linear

91442.791 -0.020 Normal Crown Linear

91505.032 -0.058 Full Super Linear

92100.033 -0.058 Full Super Linear

92162.275 -0.020 Normal Crown Linear

92343.552

Page 5 of 6Superelevation Data Report

-0.020 Normal Crown Linear

92375.034 0.000 Level Crown Linear

92406.515 0.020 Reverse Crown Linear

92460.034 0.054 Full Super Linear

92915.035 0.054 Full Super Linear

92968.553 0.020 Reverse Crown Linear

93000.035 0.000 Level Crown Linear

93031.517 -0.020 Normal Crown Linear

93376.517 -0.020 Normal Crown Linear

93430.036 -0.054 Full Super Linear

93955.037 -0.054 Full Super Linear

94008.556 -0.020 Normal Crown Linear

97060.043 -0.020 Normal Crown Linear

97090.043 0.000 Level Crown Linear

97120.043 0.020 Full Super Linear

97850.045 0.020 Full Super Linear

97880.045 0.000 Level Crown Linear

97910.045 -0.020 Normal Crown Linear

98332.738 -0.020 Normal Crown Linear

98385.046 -0.052 Full Super Linear

98653.947 -0.052 Full Super Linear

98667.024 -0.044 Full Super Linear

98870.047 -0.044 Full Super Linear

98898.892 -0.020 Normal Crown Linear

98898.895 -0.020 Normal Crown Linear

98922.933 0.000 Level Crown Linear

98946.971 0.020 Reverse Crown Linear

98995.047 0.060 Full Super Linear

99055.047 0.060 Full Super Linear

99095.675 0.034 End Point Linear

Page 6 of 6Superelevation Data Report

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