mta-valley20-1_superelevation.xlsx

XLSX spreadsheet 23 KB Posted

Attached to
MT FLAP VALLEY 20(1), Duck Creek Road
Solicitation number
69056724B000013
Issued by

About this file

This document appears to be a superelevation data report for a federal contract opportunity related to the MT FLAP VALLEY 20(1) project on Duck Creek Road. The report provides detailed technical specifications and requirements for the roadway superelevation, including station locations, cross slopes, transition types, and other design parameters. The related federal contract opportunity is solicitation number 69056724B000013, issued by the Department of Transportation Federal Highway Administration for the MT FLAP VALLEY 20(1) project on Duck Creek Road. No additional details about the contract requirements, timeline, or pricing are provided in the documentation reviewed.

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RPT1i2bjnt2 Superelevation Data Report

Report Created: Monday, June 24, 2024
Time: 11:36:52 AM
File Name:
Input Grid Factor:Note: All units in this report are in feet unless specified otherwise.
Section Name:SUP01a-1
Base Horizontal Name:MAIN01
Standards Filename:c:\pw-work\d0564097\AASHTO_2018_imperial.xml
Design Speed:45
Pivot Method:Crown
E Selection:6%
L Selection:AASHTO Relative Gradient
Superelevation:CL_Layer1_Top - ETW_Layer1_Top_L
StationCross SlopePoint TypeTransition Type
230-0.02Normal Crown
1753.336-0.02Normal CrownLinear
1795.0030Level CrownLinear
1836.670.02Reverse CrownLinear
1920.0030.06Full SuperLinear
2365.0040.06Full SuperLinear
2448.3380.02Reverse CrownLinear
2490.0050Level CrownLinear
2531.671-0.02Normal CrownLinear
2853.701-0.02Normal CrownLinear
2895.0050Level CrownLinear
2936.310.02Reverse CrownLinear
2990.0060.046Full SuperLinear
3510.0070.046Full SuperLinear
3563.7020.02Reverse CrownLinear
3605.0070Level CrownLinear
3646.311-0.02Normal CrownLinear
4681.676-0.02Normal CrownLinear
4690.009-0.024Full SuperLinear
5630.011-0.024Full SuperLinear
5638.344-0.02Normal CrownLinear
5843.345-0.02Normal CrownLinear
5885.0110Level CrownLinear
5926.6780.02Reverse CrownLinear
6010.0120.06Full SuperLinear
6205.0120.06Full SuperLinear
6288.3460.02Reverse CrownLinear
63000.014End PointLinear
Superelevation:CL_Layer1_Top - ETW_Layer1_Top_R
StationCross SlopePoint TypeTransition Type
230-0.02Normal Crown
1836.67-0.02Normal CrownLinear
1920.003-0.06Full SuperLinear
2365.004-0.06Full SuperLinear
2448.338-0.02Normal CrownLinear
2936.31-0.02Normal CrownLinear
2990.006-0.046Full SuperLinear
3510.007-0.046Full SuperLinear
3563.702-0.02Normal CrownLinear
4598.342-0.02Normal CrownLinear
4640.0090Level CrownLinear
4681.6760.02Reverse CrownLinear
4690.0090.024Full SuperLinear
5630.0110.024Full SuperLinear
5638.3440.02Reverse CrownLinear
5680.0110Level CrownLinear
5721.678-0.02Normal CrownLinear
5926.678-0.02Normal CrownLinear
6010.012-0.06Full SuperLinear
6205.012-0.06Full SuperLinear
6288.346-0.02Normal CrownLinear
6300-0.014End PointLinear
Section Name:SUP02a-1
Base Horizontal Name:MAIN01
Standards Filename:c:\pw-work\d0564097\AASHTO_2018_imperial.xml
Design Speed:45
Pivot Method:Crown
E Selection:6%
L Selection:AASHTO Relative Gradient
Superelevation:CL_Layer3_Top - ETW_Layer3_Top_L
StationCross SlopePoint TypeTransition Type
6300-0.007Start Point
6389.179-0.05Normal CrownLinear
6410.012-0.06Full SuperLinear
6630.013-0.06Full SuperLinear
6650.846-0.05Normal CrownLinear
7104.18-0.05Normal CrownLinear
7125.014-0.06Full SuperLinear
7220.014-0.06Full SuperLinear
7239.181-0.05Normal CrownLinear
7239.183-0.05Normal CrownLinear
7335.0150Level CrownLinear
7430.8480.05Reverse CrownLinear
7450.0150.06Full SuperLinear
7475.0150.06Full SuperLinear
7490.0140.05Reverse CrownLinear
7565.0140Level CrownLinear
7640.013-0.05Normal CrownLinear
7640.015-0.05Normal CrownLinear
7655.015-0.06Full SuperLinear
7825.015-0.06Full SuperLinear
7860.012-0.05Normal CrownLinear
8240-0.05Normal CrownLinear
Superelevation:CL_Layer3_Top - ETW_Layer3_Top_R
StationCross SlopePoint TypeTransition Type
63000.007Start Point
6389.1790.05Reverse CrownLinear
6410.0120.06Full SuperLinear
6630.0130.06Full SuperLinear
6650.8460.05Reverse CrownLinear
6755.0130Level CrownLinear
6859.18-0.05Normal CrownLinear
6895.847-0.05Normal CrownLinear
7000.0140Level CrownLinear
7104.180.05Reverse CrownLinear
7125.0140.06Full SuperLinear
7220.0140.06Full SuperLinear
7239.1810.05Reverse CrownLinear
7335.0130Level CrownLinear
7430.846-0.05Normal CrownLinear
7430.848-0.05Normal CrownLinear
7450.015-0.06Full SuperLinear
7475.015-0.06Full SuperLinear
7490.014-0.05Normal CrownLinear
7490.017-0.05Normal CrownLinear
7565.0160Level CrownLinear
7640.0150.05Reverse CrownLinear
7655.0150.06Full SuperLinear
7825.0150.06Full SuperLinear
7860.0120.05Reverse CrownLinear
80000.01Level CrownLinear
81200.01Normal CrownLinear
8240-0.05Normal CrownLinear
Section Name:Cor3-1
Base Horizontal Name:MAIN02
Standards Filename:c:\pw-work\d0564097\AASHTO_2018_imperial.xml
Design Speed:45
Pivot Method:Crown
E Selection:6%
L Selection:AASHTO Relative Gradient
Superelevation:CL_Layer3_Top - ETW_Layer3_Top_L
StationCross SlopePoint TypeTransition Type
101000.021Start Point
10392.982-0.05Normal CrownLinear
10478.0860Level CrownLinear
10563.1930.05Reverse CrownLinear
10570.0010.054Full SuperLinear
10685.0010.054Full SuperLinear
10693.150.05Reverse CrownLinear
10795.0020Level CrownLinear
10896.854-0.05Normal CrownLinear
11218.451-0.05Normal CrownLinear
11235.002-0.058Full SuperLinear
11635.003-0.058Full SuperLinear
11646.582-0.05Normal CrownLinear
11646.584-0.05Normal CrownLinear
11718.9510Level CrownLinear
11791.3190.05Reverse CrownLinear
11800.0040.056Full SuperLinear
12230.0040.056Full SuperLinear
12246.0390.05Reverse CrownLinear
12379.660Level CrownLinear
12513.279-0.05Normal CrownLinear
12513.281-0.05Normal CrownLinear
12540.005-0.06Full SuperLinear
12660.005-0.06Full SuperLinear
12694.172-0.05Normal CrownLinear
12694.174-0.05Normal CrownLinear
12865.0060Level CrownLinear
13035.8390.05Reverse CrownLinear
13070.0060.06Full SuperLinear
13375.0070.06Full SuperLinear
13410.0070.05Reverse CrownLinear
13585.0070Level CrownLinear
13760.006-0.05Normal CrownLinear
13760.008-0.05Normal CrownLinear
13795.008-0.06Full SuperLinear
13990.008-0.06Full SuperLinear
14006.258-0.05Normal CrownLinear
14006.26-0.05Normal CrownLinear
14087.5080Level CrownLinear
14168.7580.05Reverse CrownLinear
14185.0080.06Full SuperLinear
14400.0090.06Full SuperLinear
14420.8420.05Reverse CrownLinear
14525.0090Level CrownLinear
14629.176-0.05Normal CrownLinear
16400-0.05Normal CrownLinear
Superelevation:CL_Layer3_Top - ETW_Layer3_Top_R
StationCross SlopePoint TypeTransition Type
10100-0.021Start Point
101450Level CrownLinear
102300.04Full SuperLinear
10410.0010.04Full SuperLinear
10478.0860Level CrownLinear
10563.191-0.05Normal CrownLinear
10563.193-0.05Normal CrownLinear
10570.001-0.054Full SuperLinear
10685.001-0.054Full SuperLinear
10693.15-0.05Normal CrownLinear
11011.554-0.05Normal CrownLinear
11115.0020Level CrownLinear
11218.4510.05Reverse CrownLinear
11235.0020.058Full SuperLinear
11635.0030.058Full SuperLinear
11646.5820.05Reverse CrownLinear
11718.9510Level CrownLinear
11791.317-0.05Normal CrownLinear
11791.319-0.05Normal CrownLinear
11800.004-0.056Full SuperLinear
12230.004-0.056Full SuperLinear
12246.039-0.05Normal CrownLinear
12246.041-0.05Normal CrownLinear
12379.660Level CrownLinear
12513.2810.05Reverse CrownLinear
12540.0050.06Full SuperLinear
12660.0050.06Full SuperLinear
12694.1720.05Reverse CrownLinear
12865.0060Level CrownLinear
13035.837-0.05Normal CrownLinear
13035.839-0.05Normal CrownLinear
13070.006-0.06Full SuperLinear
13375.007-0.06Full SuperLinear
13410.007-0.05Normal CrownLinear
13410.009-0.05Normal CrownLinear
13585.0070Level CrownLinear
13760.0080.05Reverse CrownLinear
13795.0080.06Full SuperLinear
13990.0080.06Full SuperLinear
14006.2580.05Reverse CrownLinear
14087.5080Level CrownLinear
14168.756-0.05Normal CrownLinear
14168.758-0.05Normal CrownLinear
14185.008-0.06Full SuperLinear
14400.009-0.06Full SuperLinear
14420.842-0.05Normal CrownLinear
16400-0.05Normal CrownLinear

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