ida-clark6805-1_Superelevation_Road.xlsx

XLSX spreadsheet 60 KB Posted Mar 29, 2024

Attached to: ID CLARK 6805(1) ID FREMONT 6805(1), Yale-Kilgore Road, MP 9 to 16. 9 and Yale-Kilgore Road, MP 16. 9 to 30. 8
Solicitation number: 69056721B000015
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Mar 29, 2024

This document contains a Superelevation Data Report detailing the cross slope measurements for a road construction project. The report covers station ranges along the road alignment, providing the left and right lane superelevation cross slope values and the associated station points where the superelevation changes occur.

The related federal contract opportunity is for the ID CLARK 6805(1) and ID FREMONT 6805(1) projects, which involve work on the Yale-Kilgore Road from Milepost 9 to 30.8. The solicitation number is 69056721B000015, and the agency is the Department of Transportation Federal Highway Administration. The document provides detailed engineering data that would be essential for contractors to review when responding to this federal contract opportunity.

View the file

Other files

File	Type	Posted
BidTab_ID CLARK 6805(1) and ID FREMONT 6805(1)_Updated.pdf	PDF	May 3, 2024
BidTab_ID CLARK 6805(1) and ID FREMONT 6805(1).pdf	PDF	May 2, 2024
BidSum ID CLARK 6805(1) and ID FREMONT 6805(1).pdf	PDF	May 2, 2024
QA_04-29-2024-02.pdf	PDF	Apr 29, 2024
QA_04-29-2024.pdf	PDF	Apr 29, 2024
QA_04-25-2024.pdf	PDF	Apr 25, 2024
Amendment A003.pdf	PDF	Apr 25, 2024
Amendment A002.pdf	PDF	Apr 24, 2024
QA_04-24-2024.pdf	PDF	Apr 24, 2024
QA_04-23-2024.pdf	PDF	Apr 24, 2024
QA_04-19-2024.pdf	PDF	Apr 19, 2024
QA_04-17-2024.pdf	PDF	Apr 18, 2024
Amendment A001.pdf	PDF	Apr 8, 2024
QA_04-08-2024.pdf	PDF	Apr 8, 2024
C4185017.Clarification Memo 09142023_signed.pdf	PDF	Mar 29, 2024
ATV-Snowmobile Bridge Design Calcs_100.pdf	PDF	Mar 29, 2024
ida-clark6805-1_control-points.xlsx	XLSX spreadsheet	Mar 29, 2024
C4185017.Yale Kilgore Final Geotechnical Engineering Report_stamped.pdf	PDF	Mar 29, 2024
Culvert Design Report 10-31-2019.pdf	PDF	Mar 29, 2024
ida-clark6805-1_Plans G-N.pdf	PDF	Mar 29, 2024
Taylor Creek AOP Report.pdf	PDF	Mar 29, 2024
Yale_Kilgore_ID_EPA_CompiledSWPPP.pdf	PDF	Mar 29, 2024
ida-clark6805-1_XS_Trail.pdf	PDF	Mar 29, 2024
ida-clark6805-1_XS_Road.pdf	PDF	Mar 29, 2024
ida-clark6805-1_Plans A-F.pdf	PDF	Mar 29, 2024
WF Mill Creek AOP Report.pdf	PDF	Mar 29, 2024
ida-clark6805-1_proposed_alignments.pdf	PDF	Mar 29, 2024
ida-clark6805-1_Earthwork_Data.pdf	PDF	Mar 29, 2024
Physical Data.zip	ZIP file	Mar 29, 2024
IFB 69056721B000015.pdf	PDF	Mar 29, 2024
Sheridan Creek Bridge Load Rating.pdf	PDF	Mar 29, 2024

Show all 31

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

RPTdomrze1i Superelevation Data Report

Report Created: Thursday, May 4, 2023
Time: 11:30:17 AM
File Name:
Input Grid Factor:	Note: All units in this report are in feet unless specified otherwise.

Design Speed:	45 MPH
Pivot Method:	Crown
Emax Selection:	6%
Runoff Selection	Table 4.3.2
Station Range	10+40 - 22+46.42
Superelevation:		Left Lane
Station	Cross Slope	Point Type
1040.00+	0.044	Full Super
1415.00+	0.044	Full Super
1490.00+	0.02	Reverse Crown
1625.00+	-0.02	Normal Crown
2246.42+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
1040.00+	-0.044	Full Super
1415.00+	-0.044	Full Super
1495.00+	-0.02	Normal Crown
2246.42+	-0.02	Normal Crown

Station Range	22+46.42 - 59+27.39
Superelevation:		Left Lane
Station	Cross Slope	Point Type
2246.42+	-0.02	Normal Crown
2830.00+	-0.02	Normal Crown
2965.00+	0.02	Reverse Crown
3100.00+	0.06	Full Super
3440.00+	0.06	Full Super
3570.00+	0.02	Reverse Crown
3705.00+	-0.02	Normal Crown
5927.39+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
2246.42+	-0.02	Normal Crown
2970.00+	-0.02	Normal Crown
3100.00+	-0.06	Full Super
3440.00+	-0.06	Full Super
3575.00+	-0.02	Normal Crown
5927.39+	-0.02	Normal Crown

Station Range	59+27.39 - 118+32.45
Superelevation:		Left Lane
Station	Cross Slope	Point Type
5927.39+	-0.02	Normal Crown
8320.00+	-0.02	Normal Crown
8400.00+	-0.045	Full Super
8445.00+	-0.045	Full Super
8530.00+	-0.02	Normal Crown
11832.45+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
5927.39+	-0.02	Normal Crown
8180.00+	-0.02	Normal Crown
8315.00+	0.02	Reverse Crown
8400.00+	0.045	Full Super
8445.00+	0.045	Full Super
8525.00+	0.02	Reverse Crown
8660.00+	-0.02	Normal Crown
11832.45+	-0.02	Normal Crown

Station Range	118+32.45 - 173+90.35
Superelevation:		Left Lane
Station	Cross Slope	Point Type
11832.45+	-0.02	Normal Crown
15005.00+	-0.02	Normal Crown
15140.00+	0.02	Reverse Crown
15220.00+	0.045	Full Super
15395.00+	0.045	Full Super
15475.00+	0.02	Reverse Crown
15610.00+	-0.02	Normal Crown
17390.35+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
11832.45+	-0.02	Normal Crown
15135.00+	-0.02	Normal Crown
15220.00+	-0.045	Full Super
15395.00+	-0.045	Full Super
15480.00+	-0.02	Normal Crown
17390.35+	-0.02	Normal Crown

Station Range	173+90.35 - 205+73.55
Superelevation:		Left Lane
Station	Cross Slope	Point Type
17390.35+	-0.02	Normal Crown
19230.00+	-0.02	Normal Crown
19360.00+	0.02	Full Super
19410.00+	0.02	Full Super
19540.00+	-0.02	Normal Crown
20573.55+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
17390.35+	-0.02	Normal Crown
19360.00+	-0.02	Normal Crown
19360.00+	-0.02	Full Super
19410.00+	-0.02	Full Super
19410.00+	-0.02	Normal Crown
20573.55+	-0.02	Normal Crown

Station Range	205+73.55 - 242+28.18
Superelevation:		Left Lane
Station	Cross Slope	Point Type
20573.55+	-0.02	Normal Crown
21545.00+	-0.02	Normal Crown
21680.00+	0.02	Reverse Crown
21765.00+	0.045	Full Super
21945.00+	0.045	Full Super
22030.00+	0.02	Reverse Crown
22160.00+	-0.02	Normal Crown
24228.18+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
20573.55+	-0.02	Normal Crown
21685.00+	-0.02	Normal Crown
21765.00+	-0.045	Full Super
21945.00+	-0.045	Full Super
22030.00+	-0.02	Normal Crown
24228.18+	-0.02	Normal Crown

Station Range	242+28.18 - 293+24.36
Superelevation:		Left Lane
Station	Cross Slope	Point Type
24228.18+	-0.02	Normal Crown
26440.00+	-0.02	Normal Crown
26505.00+	-0.039	Full Super
26840.00+	-0.039	Full Super
26900.00+	-0.02	Normal Crown
27595.00+	-0.02	Normal Crown
27705.00+	-0.054	Full Super
28540.00+	-0.054	Full Super
28655.00+	-0.02	Normal Crown
29324.36+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
24228.18+	-0.02	Normal Crown
26310.00+	-0.02	Normal Crown
26440.00+	0.02	Reverse Crown
26505.00+	0.039	Full Super
26840.00+	0.039	Full Super
26905.00+	0.02	Reverse Crown
27040.00+	-0.02	Normal Crown
27455.00+	-0.02	Normal Crown
27590.00+	0.02	Reverse Crown
27705.00+	0.054	Full Super
28540.00+	0.054	Full Super
28655.00+	0.02	Reverse Crown
28785.00+	-0.02	Normal Crown
29324.36+	-0.02	Normal Crown

Station Range	293+24.36 - 335+02.73
Superelevation:		Left Lane
Station	Cross Slope	Point Type
29324.36+	-0.02	Normal Crown
29940.00+	-0.02	Normal Crown
30070.00+	0.02	Full Super
30340.00+	0.02	Full Super
30470.00+	-0.02	Normal Crown
33502.73+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
29324.36+	-0.02	Normal Crown
30070.00+	-0.02	Normal Crown
30070.00+	-0.02	Full Super
30340.00+	-0.02	Full Super
30340.00+	-0.02	Normal Crown
33502.73+	-0.02	Normal Crown

Station Range	335+02.73 - 474+93.11
Superelevation:		Left Lane
Station	Cross Slope	Point Type
33502.73+	-0.02	Normal Crown
36455.00+	-0.02	Normal Crown
36590.00+	0.02	Reverse Crown
36700.00+	0.054	Full Super
37560.00+	0.054	Full Super
37675.00+	0.02	Reverse Crown
37810.00+	-0.02	Normal Crown
47493.11+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
33502.73+	-0.02	Normal Crown
36585.00+	-0.02	Normal Crown
36700.00+	-0.054	Full Super
37560.00+	-0.054	Full Super
37670.00+	-0.02	Normal Crown
47493.11+	-0.02	Normal Crown

Station Range	474+93.11 - 589+80.31
Superelevation:		Left Lane
Station	Cross Slope	Point Type
47493.11+	-0.02	Normal Crown
57185.00+	-0.02	Normal Crown
57320.00+	0.02	Reverse Crown
57420.00+	0.051	Full Super
57905.00+	0.051	Full Super
58010.00+	0.02	Reverse Crown
58145.00+	-0.02	Normal Crown
58980.31+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
47493.11+	-0.02	Normal Crown
57315.00+	-0.02	Normal Crown
57420.00+	-0.051	Full Super
57905.00+	-0.051	Full Super
58005.00+	-0.02	Normal Crown
58980.31+	-0.02	Normal Crown

Station Range	589+80.31 - 623+22.98
Superelevation:		Left Lane
Station	Cross Slope	Point Type
58980.31+	-0.02	Normal Crown
59890.00+	-0.02	Normal Crown
60020.00+	0.02	Full Super
60655.00+	0.02	Full Super
60785.00+	-0.02	Normal Crown
62322.98+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
58980.31+	-0.02	Normal Crown
60020.00+	-0.02	Normal Crown
60020.00+	-0.02	Full Super
60655.00+	-0.02	Full Super
60655.00+	-0.02	Normal Crown
62322.98+	-0.02	Normal Crown

Station Range	623+22.98 - 663+63.20
Superelevation:		Left Lane
Station	Cross Slope	Point Type
62322.98+	-0.02	Normal Crown
63935.00+	-0.02	Normal Crown
64015.00+	-0.044	Full Super
64465.00+	-0.044	Full Super
64545.00+	-0.02	Normal Crown
64780.00+	-0.02	Normal Crown
64910.00+	0.02	Reverse Crown
64980.00+	0.041	Full Super
65720.00+	0.041	Full Super
65790.00+	0.02	Reverse Crown
65920.00+	-0.02	Normal Crown
66363.20+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
62322.98+	-0.02	Normal Crown
63805.00+	-0.02	Normal Crown
63940.00+	0.02	Reverse Crown
64015.00+	0.044	Full Super
64465.00+	0.044	Full Super
64545.00+	0.02	Reverse Crown
64675.00+	-0.02	Normal Crown
64910.00+	-0.02	Normal Crown
64980.00+	-0.041	Full Super
65720.00+	-0.041	Full Super
65790.00+	-0.02	Normal Crown
66363.20+	-0.02	Normal Crown

Station Range	663+63.20 - 691+19.54
Superelevation:		Left Lane
Station	Cross Slope	Point Type
66363.20+	-0.02	Normal Crown
66805.00+	-0.02	Normal Crown
66935.00+	0.02	Reverse Crown
67005.00+	0.041	Full Super
67235.00+	0.041	Full Super
67305.00+	0.02	Reverse Crown
67440.00+	-0.02	Normal Crown
67990.00+	-0.02	Normal Crown
68085.00+	-0.049	Full Super
68515.00+	-0.049	Full Super
68615.00+	-0.02	Normal Crown
69119.54+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
66363.20+	-0.02	Normal Crown
66935.00+	-0.02	Normal Crown
67005.00+	-0.041	Full Super
67235.00+	-0.041	Full Super
67300.00+	-0.02	Normal Crown
67850.00+	-0.02	Normal Crown
67985.00+	0.02	Reverse Crown
68085.00+	0.049	Full Super
68515.00+	0.049	Full Super
68610.00+	0.02	Reverse Crown
68745.00+	-0.02	Normal Crown
69119.54+	-0.02	Normal Crown

Station Range	691+19.54 - 727+71.40
Superelevation:		Left Lane
Station	Cross Slope	Point Type
69119.54+	-0.02	Normal Crown
69635.00+	-0.02	Normal Crown
69720.00+	-0.045	Full Super
69890.00+	-0.045	Full Super
69970.00+	-0.02	Normal Crown
72771.40+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
69119.54+	-0.02	Normal Crown
69505.00+	-0.02	Normal Crown
69640.00+	0.02	Reverse Crown
69720.00+	0.045	Full Super
69890.00+	0.045	Full Super
69975.00+	0.02	Reverse Crown
70110.00+	-0.02	Normal Crown
72771.40+	-0.02	Normal Crown

Station Range	727+71.40 - 819+32.62
Superelevation:		Left Lane
Station	Cross Slope	Point Type
72771.40+	-0.02	Normal Crown
76100.00+	-0.02	Normal Crown
76230.00+	-0.059	Full Super
76595.00+	-0.059	Full Super
76725.00+	-0.02	Normal Crown
77220.00+	-0.02	Normal Crown
77355.00+	0.02	Reverse Crown
77485.00+	0.06	Full Super
77715.00+	0.06	Full Super
77850.00+	0.02	Reverse Crown
77980.00+	-0.02	Normal Crown
78300.00+	-0.02	Normal Crown
78430.00+	0.02	Reverse Crown
78525.00+	0.048	Full Super
78945.00+	0.048	Full Super
79035.00+	0.02	Reverse Crown
79170.00+	-0.02	Normal Crown
79520.00+	-0.02	Normal Crown
79655.00+	0.02	Reverse Crown
79725.00+	0.042	Full Super
80090.00+	0.042	Full Super
80160.00+	0.02	Reverse Crown
80295.00+	-0.02	Normal Crown
80860.00+	-0.02	Normal Crown
80860.00+	-0.02	Full Super
81150.00+	-0.02	Full Super
81150.00+	-0.02	Normal Crown
81932.62+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
72771.40+	-0.02	Normal Crown
75970.00+	-0.02	Normal Crown
76105.00+	0.02	Reverse Crown
76230.00+	0.059	Full Super
76595.00+	0.059	Full Super
76725.00+	0.02	Reverse Crown
76855.00+	-0.02	Normal Crown
77350.00+	-0.02	Normal Crown
77485.00+	-0.06	Full Super
77715.00+	-0.06	Full Super
77850.00+	-0.02	Normal Crown
78430.00+	-0.02	Normal Crown
78525.00+	-0.048	Full Super
78945.00+	-0.048	Full Super
79040.00+	-0.02	Normal Crown
79650.00+	-0.02	Normal Crown
79725.00+	-0.042	Full Super
80090.00+	-0.042	Full Super
80165.00+	-0.02	Normal Crown
80730.00+	-0.02	Normal Crown
80860.00+	0.02	Full Super
81150.00+	0.02	Full Super
81280.00+	-0.02	Normal Crown
81932.62+	-0.02	Normal Crown

Station Range	819+32.62 - 850+56.47
Superelevation:		Left Lane
Station	Cross Slope	Point Type
81932.62+	-0.02	Normal Crown
82655.00+	-0.02	Normal Crown
82750.00+	-0.049	Full Super
82930.00+	-0.049	Full Super
83030.00+	-0.02	Normal Crown
83800.00+	-0.02	Normal Crown
83930.00+	0.02	Reverse Crown
83995.00+	0.039	Full Super
84130.00+	0.039	Full Super
84195.00+	0.02	Reverse Crown
84325.00+	-0.02	Normal Crown
85056.47+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
81932.62+	-0.02	Normal Crown
82515.00+	-0.02	Normal Crown
82650.00+	0.02	Reverse Crown
82750.00+	0.049	Full Super
82930.00+	0.049	Full Super
83025.00+	0.02	Reverse Crown
83160.00+	-0.02	Normal Crown
83930.00+	-0.02	Normal Crown
83995.00+	-0.039	Full Super
84130.00+	-0.039	Full Super
84195.00+	-0.02	Normal Crown
85056.47+	-0.02	Normal Crown

Station Range	850+56.47 - 895+76.07
Superelevation:		Left Lane
Station	Cross Slope	Point Type
85056.47+	-0.02	Normal Crown
85830.00+	-0.02	Normal Crown
85960.00+	0.02	Full Super
86080.00+	0.02	Full Super
86210.00+	-0.02	Normal Crown
86585.00+	-0.02	Normal Crown
86675.00+	-0.046	Full Super
87005.00+	-0.046	Full Super
87095.00+	-0.02	Normal Crown
87215.00+	-0.02	Normal Crown
87350.00+	0.02	Reverse Crown
87445.00+	0.048	Full Super
87605.00+	0.048	Full Super
87695.00+	0.02	Reverse Crown
87830.00+	-0.02	Normal Crown
88095.00+	-0.02	Normal Crown
88185.00+	-0.048	Full Super
88325.00+	-0.048	Full Super
88420.00+	-0.02	Normal Crown
89576.07+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
85056.47+	-0.02	Normal Crown
85960.00+	-0.02	Normal Crown
85960.00+	-0.02	Full Super
86080.00+	-0.02	Full Super
86080.00+	-0.02	Normal Crown
86455.00+	-0.02	Normal Crown
86590.00+	0.02	Reverse Crown
86675.00+	0.046	Full Super
87005.00+	0.046	Full Super
87090.00+	0.02	Reverse Crown
87225.00+	-0.02	Normal Crown
87355.00+	-0.02	Normal Crown
87445.00+	-0.048	Full Super
87605.00+	-0.048	Full Super
87700.00+	-0.02	Normal Crown
87955.00+	-0.02	Normal Crown
88090.00+	0.02	Reverse Crown
88185.00+	0.048	Full Super
88325.00+	0.048	Full Super
88415.00+	0.02	Reverse Crown
88550.00+	-0.02	Normal Crown
89576.07+	-0.02	Normal Crown

Station Range	895+76.07 - 930+48.51
Superelevation:		Left Lane
Station	Cross Slope	Point Type
89576.07+	-0.02	Normal Crown
90640.00+	-0.02	Normal Crown
90770.00+	0.02	Reverse Crown
90810.00+	0.032	Full Super
92495.00+	0.032	Full Super
92535.00+	0.02	Reverse Crown
92665.00+	-0.02	Normal Crown
93048.51+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
89576.07+	-0.02	Normal Crown
90770.00+	-0.02	Normal Crown
90810.00+	-0.032	Full Super
92495.00+	-0.032	Full Super
92535.00+	-0.02	Normal Crown
93048.51+	-0.02	Normal Crown

Station Range	930+48.51 - 949+03.61
Superelevation:		Left Lane
Station	Cross Slope	Point Type
93048.51+	-0.02	Normal Crown
93505.00+	-0.02	Normal Crown
93635.00+	-0.06	Full Super
93940.00+	-0.06	Full Super
94075.00+	-0.02	Normal Crown
94903.61+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
93048.51+	-0.02	Normal Crown
93365.00+	-0.02	Normal Crown
93500.00+	0.02	Reverse Crown
93635.00+	0.06	Full Super
93940.00+	0.06	Full Super
94075.00+	0.02	Reverse Crown
94205.00+	-0.02	Normal Crown
94903.61+	-0.02	Normal Crown

Station Range	949+03.61 - 994+19.02
Superelevation:		Left Lane
Station	Cross Slope	Point Type
94903.61+	-0.02	Normal Crown
95600.00+	-0.02	Normal Crown
95735.00+	0.02	Reverse Crown
95870.00+	0.06	Full Super
96050.00+	0.06	Full Super
96180.00+	0.02	Reverse Crown
96315.00+	-0.02	Normal Crown
99419.02+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
94903.61+	-0.02	Normal Crown
95740.00+	-0.02	Normal Crown
95870.00+	-0.06	Full Super
96050.00+	-0.06	Full Super
96185.00+	-0.02	Normal Crown
99419.02+	-0.02	Normal Crown

Station Range	994+19.02 - 1038+85.48
Superelevation:		Left Lane
Station	Cross Slope	Point Type
99419.02+	-0.02	Normal Crown
102700.00+	-0.02	Normal Crown
102765.00+	-0.039	Full Super
102945.00+	-0.039	Full Super
103005.00+	-0.02	Normal Crown
103885.48+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
99419.02+	-0.02	Normal Crown
102570.00+	-0.02	Normal Crown
102705.00+	0.02	Reverse Crown
102765.00+	0.039	Full Super
102945.00+	0.039	Full Super
103010.00+	0.02	Reverse Crown
103145.00+	-0.02	Normal Crown
103885.48+	-0.02	Normal Crown

Station Range	1038+85.48 - 1072+99.98
Superelevation:		Left Lane
Station	Cross Slope	Point Type
103885.48+	-0.02	Normal Crown
104640.00+	-0.02	Normal Crown
104780.00+	0.02	Reverse Crown
104815.00+	0.031	Full Super
105135.00+	0.031	Full Super
105170.00+	0.02	Reverse Crown
105305.00+	-0.02	Normal Crown
107299.98+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
103885.48+	-0.02	Normal Crown
104780.00+	-0.02	Normal Crown
104815.00+	-0.031	Full Super
105135.00+	-0.031	Full Super
105175.00+	-0.02	Normal Crown
107299.98+	-0.02	Normal Crown

Station Range	1072+99.98 - 1108+34.36
Superelevation:		Left Lane
Station	Cross Slope	Point Type
107299.98+	-0.02	Normal Crown
109300.00+	-0.02	Normal Crown
109435.00+	0.02	Reverse Crown
109465.00+	0.029	Full Super
109905.00+	0.029	Full Super
109935.00+	0.02	Reverse Crown
110065.00+	-0.02	Normal Crown
110834.36+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
107299.98+	-0.02	Normal Crown
109440.00+	-0.02	Normal Crown
109465.00+	-0.029	Full Super
109905.00+	-0.029	Full Super
109935.00+	-0.02	Normal Crown
110834.36+	-0.02	Normal Crown

Station Range	1108+34.36 - 1140+82.50
Superelevation:		Left Lane
Station	Cross Slope	Point Type
110834.36+	-0.02	Normal Crown
111605.00+	-0.02	Normal Crown
111735.00+	0.02	Reverse Crown
111765.00+	0.029	Full Super
112325.00+	0.029	Full Super
112350.00+	0.02	Reverse Crown
112485.00+	-0.02	Normal Crown
114082.50+	-0.02	Normal Crown
Superelevation:		Right Lane
Station	Cross Slope	Point Type
110834.36+	-0.02	Normal Crown
111735.00+	-0.02	Normal Crown
111765.00+	-0.029	Full Super
112325.00+	-0.029	Full Super
112355.00+	-0.02	Normal Crown
114082.50+	-0.02	Normal Crown

File details come from the government source that posted it. Updated Mar 29, 2024.