Exhibit C - Elevated Guideway Info.xlsx

XLSX spreadsheet 28 KB Posted

Attached to
PRT Structural Inspection of Elevated Guideway
Solicitation number
RFP202690000712
Issued by
West Virginia

About this file

Exhibit C - Elevated Guideway Information Summary

This is a technical exhibit document for the West Virginia University Personal Rapid Transit (WVU PRT) structural inspection contract opportunity, detailing the elevated guideway infrastructure specifications for both Phase I and Phase II construction. The exhibit provides a comprehensive inventory of all pier, abutment, and span locations throughout the guideway system, including station identifications, drawing references, and specific engineering station markers. Phase I encompasses 187 spans distributed across multiple sections of the elevated guideway, with pier and abutment designations ranging from the Eastern Station Development (ESD) area through the Western North Development (WND) area, utilizing drawing sheets numbered 312/14-74 through 312/45-105. Phase II adds 36 additional spans, including sections at the Engineering Station Ramp areas, Main Guideway locations, University Avenue Overpass, and Hospital Hole areas, with corresponding drawing references designated as S-7-54 through S-40-54.

The document serves as the reference baseline for conducting in-depth cleaning, visual inspection, and comprehensive condition reporting of all elevated guideway spans and support structures within the WVU PRT system. Each listed pier and abutment corresponds to specific construction drawings that detail structural configurations, span lengths measured in station notation (such as 1+13.500, 3+20.886, and incremental progressions), and location-specific comments regarding proximity to major stations, ramps, and engineering features. This structured inventory enables inspectors to systematically assess structural integrity across the entire system's 223 total spans, facilitating thorough documentation of conditions and identification of any maintenance or repair requirements across both completed and planned phases of the elevated guideway infrastructure.

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Phase I

Exhibit C - Elevated Guideway Info
Pier/Abutment#GW StationSPAN #DWG#Comments
ESD Abutment1+13.500E17-S 312/17-77
1+53.500
1+53.500E27-S 312/17-77
1+93.500
1+93.500E37-S 312/17-77
2+33.500
2+33.500E47-S 312/16-76
2+77.900
2+77.900E57-S 312/16-76
3+20.886
Main GW Abut.1+38.000E67-S 312/16-76Abut. S. of Eng. Sta.
0+88.000
0+88.000E77-S 312/16-76
0+38.000
S. Abut. ENA3+04.000E87-S 312/16-76Abutment/ENA
3+42.800ENA
3+42.800E97-S 312/16-76ENA
3+80.822ENA/E1
3+20.886E107-S 312/15-75E6/E2
3+59.380
3+59.380E117-S 312/15-75
3+97.874
ESD/E11+40.498E127-S 312/15-75ESD/E1
1+14.124E1
1+14.124E137-S 312/15-75E1
0+47.124E1
0+47.124E147-S 312/15-75E1
E1/ENA0+20.750E1/ENA
E6/E21+40.498E157-S 312/15-75E6/E2
E2(1+14.124)E2
E2(1+14.124)E167-S 312/15-75E2
E2(0+47.124)E2
E2(0+47.124)E177-S 312/15-75E2
E2(0+20.750)E2/E5
E2(0+20.750) 4+19.316E187-S 312/15-75E2/E5
3+80.822E5
4+19.316E197-S 312/15-75E5
E3(0+20.750) 4+57.810E3/E5
0+38.000E207-S 312/15-75Main GW
-0+32.000Main GW
-0+32.000E217-S 312/14-74Main GW
-1+02.000Main GW
3+97.874E227-S 312/14-74E6
4+62.384E6
E3(1+40.498)E237-S 312/14-74E3/6
E3(1+14.124)E3
E3(1+14.124)E247-S 312/14-74E3
E3(0+47.124)E3
E3(0+47.124)E257-S 312/14-74E3
E3(0+20.750)E3/E5
E4(1+40.498)E267-S 312/14-74E4/E6
E4(1+14.124)E4
E4(1+14.124)E277-S 312/14-74E4
E4(0+47.124)E4
E4(0+47.124)E287-S 312/14-74E4
E4(0+20.750)E4/E5
4+57.810E297-S 312/14-74E5
4+90.065E5
4+90.065E307-S 312/14-74E5
5+22.320E5
Abutment13+16.000777-S 312/18-78
13+66.000
13+66.000787-S 312/18-78
14+83.000
14+83.000797-S 312/18-78
15+26.000
15+26.000807-S 312/19-79
15+69.000
15+69.000817-S 312/19-79
16+11.000
16+11.000827-S 312/19-79
16+53.000
16+53.000837-S 312/19-79
16+96.000
16+96.000847-S 312/19-79
17+47.000
17+47.000857-S 312/19-79Span at P-16 Gate
Abutment17+98.000
Abutment44+38.000M17-S 312/20-80
45+11.000
45+11.000M27-S 312/20-80
45+71.000
45+71.000M37-S 312/20-80
46+26.000
46+26.000M47-S 312/20-80
46+70.000ramp=3+53.320
3+53.320MR17-S 312/21-81
3+11.000
3+11.000MR27-S 312/21-81
2+66.000
2+66.000MR37-S 312/21-81
2+21.000
46+70.000M57-S 312/21-81
47+27.000
47+27.000M67-S 312/21-81
47+87.000
47+87.000M77-S 312/21-81
48+47.000
48+47.000M87-S 312/21-81
49+04.000
0+68.113MR47-S 312/22-82
1+13.000
1+13.000MR57-S 312/22-82
1+58.000
1+58.000MR67-S 312/22-82
2+03.000
0+94.000MR77-S 312/22-82
1+39.000
49+04.000M97-S 312/22-82
49+92.000
49+92.000M107-S 312/22-82
50+37.000
50+37.000M117-S 312/22-82
50+82.000
50+82.000M127-S 312/22-82
51+27.000
51+27.000M137-S 312/23-83
51+87.000
51+87.000M147-S 312/23-83
52+47.000
1+39.000MR87-S 312/23-83
1+84.000
1+84.000MR97-S 312/23-83
2+29.000
2+29.000MR107-S 312/23-83
2+73.835
52+47.000M157-S 312/23-83
52+97.000
52+97.000M167-S 312/23-83
53+47.000
53+47.000M177-S 312/23-83
53+94.000
53+94.00017-S 312/24-84
54+44.000
54+44.00027-S 312/24-84
55+04.000
55+04.00037-S 312/24-84
55+64.000
55+64.00047-S 312/24-84
56+24.000
56+24.00057-S 312/24-84
56+89.000
56+89.00067-S 312/24-84
57+54.000
57+54.00077-S 312/25-85
58+19.000
58+19.00087-S 312/25-85
58+84.000
58+84.00097-S 312/25-85
59+32.000
59+32.000107-S 312/25-85
59+80.000
59+80.000117-S 312/25-85
60+28.000
60+28.000127-S 312/25-85
60+93.000
60+93.000137-S 312/25-85
61+58.000
61+58.000147-S 312/26-86
62+23.000
62+23.000157-S 312/26-86
62+88.000
62+88.000167-S 312/26-86
63+53.000
63+53.000177-S 312/26-86
64+18.000
64+18.000187-S 312/26-86
64+83.000
64+83.000197-S 312/26-86
65+48.000
65+48.000207-S 312/27-87
66+13.000
66+13.000217-S 312/27-87
66+78.000
66+78.000227-S 312/27-87
67+43.000
67+43.000237-S 312/27-87
68+08.000
68+08.000247-S 312/27-87
68+73.000
68+73.000257-S 312/27-87
69+38.000
69+38.000267-S 312/28-88
70+03.000
70+03.000277-S 312/28-88
70+68.000
70+68.000287-S 312/28-88
71+33.000
71+33.000297-S 312/28-88
71+98.000
71+98.000307-S 312/28-88
72+58.000
72+58.000317-S 312/28-88
73+18.000
73+18.000327-S 312/29-89
73+78.000
73+78.000337-S 312/29-89
74+38.000
74+38.000347-S 312/29-89
74+98.000
74+98.000357-S 312/29-89
75+58.000
75+58.000367-S 312/29-89
76+18.000
76+18.000377-S 312/29-89
76+68.000
76+68.000387-S 312/30-90
77+18.000
77+18.000397-S 312/30-90
77+68.000
77+68.000407-S 312/30-90
78+28.000
78+28.000417-S 312/30-90
78+82.000
78+82.000427-S 312/30-90
79+36.000
79+36.000437-S 312/30-90
79+90.000
79+90.000447-S 312/31-91
80+44.000
80+44.000457-S 312/31-91
80+98.000
80+98.000467-S 312/31-91
81+63.000
81+63.000477-S 312/31-91
82+28.000
82+28.000487-S 312/31-91
Main GW83+33.000
83+33.000B17-S 312/32-92
Main GW84+91.000
84+91.000B27-S 312/33-93
Main GW85+66.000
BND6+23.938B37-S 312/33-93
5+76.000
5+76.000B47-S 312/33-93
5+28.000
5+28.000B57-S 312/33-93
5+05.000
BSA1+43.745B67-S 312/33-93
1+76.000
1+76.000B77-S 312/33-93
2+23.985
2+23.985B87-S 312/34-94
2+62.479
2+62.479B97-S 312/34-94
2+94.974
B1(0+20.750)B107-S 312/34-94
B1(0+47.124)
B1(0+47.124)B117-S 312/34-94
B1(0+71.774)
B1(0+71.774)B127-S 312/34-94
B1(1+06.924)
B2(0+20.750)B137-S 312/34-94
B2(0+47.124)
B2(0+47.124)B147-S 312/34-94
B2(0+85.874)
B2(0+85.874)B157-S 312/34-94
B2(1+15.024)
2+94.974B167-S 312/35-95
3+59.482
B3(0+20.750)B177-S 312/35-95
B3(0+47.124)
B3(0+47.124)B187-S 312/35-95
B3(0+87.174)
B3(0+87.174)B197-S 312/35-95
B3(1+15.524)
B4(1+40.498)B207-S 312/35-95
B4(1+14.124)
B4(1+14.124)B217-S 312/35-95
B4(0+89.674)
B4(0+89.674)B227-S 312/35-95
B4(0+54.724)
BSD3+59.482B237-S 312/36-96
3+95.000
3+95.000B247-S 312/36-96
4+21.962
BNA1+58.268B257-S 312/36-96
2+15.000
2+15.000B267-S 312/36-96
2+54.720
2+54.720B277-S 312/36-96
2+77.500
Abut./Main GW87+75.000B287-S 312/36-96
Main GW88+48.000
88+48.000B297-S 312/37-97
Main GW89+80.000
89+80.000497-S 312/38-98
90+34.132
90+34.132507-S 312/38-98
90+91.500
90+91.500517-S 312/38-98
91+41.500
91+41.500527-S 312/38-98
92+20.500
92+20.500537-S 312/39-99
92+70.500
92+70.500547-S 312/39-99
93+30.500
93+30.500557-S 312/39-99
93+90.500
93+90.500567-S 312/39-99
94+50.500
94+50.500577-S 312/39-99
95+10.500
95+10.500587-S 312/39-99
95+70.500
95+70.500597-S 312/40-100
96+30.500
96+30.500607-S 312/40-100
96+90.500
96+90.500617-S 312/40-100
97+50.500
97+50.500627-S 312/40-100
98+10.500
98+10.500637-S 312/40-100
98+70.500
98+70.500647-S 312/40-100
99+30.500
99+30.500657-S 312/41-101
99+90.500
99+90.500667-S 312/41-101
100+50.500
100+50.500677-S 312/41-101
101+10.500
101+10.500687-S 312/41-101
101+62.000
101+62.000697-S 312/42-102
102+77.000
102+77.000707-S 312/42-102
103+33.000
103+33.000717-S 312/42-102
103+78.500
103+78.500727-S 312/43-103
104+39.500
104+39.500737-S 312/43-103
104+94.500
104+94.500747-S 312/43-103
105+62.500
105+62.500757-S 312/43-103
106+17.500
106+17.500767-S 312/43-103
WSA106+70.810
WND111+64.633W17-S 312/44-104
111+04.915
W2(111+04.915)W27-S 312/44-104
W2(110+42.115)
W2(110+42.115)W37-S 312/44-104
W2(110+18.559)
W1(1+71.397)W47-S 312/44-104
W1(1+38.397)
W1(1+38.397)W57-S 312/44-104
W1(1+14.124)
WSA106+70.810W67-S 312/44-104
WSA107+00.000
107+00.000W77-S 312/44-104
WSA107+51.811
107+51.811W87-S 312/45-105
WSA108+18.811
108+18.811W97-S 312/45-105
WSA108+42.373
108+42.373W107-S 312/45-105
WSA108+65.935
108+65.935W117-S 312/45-105
W2(109+04.429)W1(0+23.652)
W1(0+23.652)W127-S 312/45-105
W1(0+47.124)
W1(0+47.124)W137-S 312/45-105
W1(1+14.124)
W2(109+04.429)W147-S 312/45-105
W2(109+27.991)
W2(109+27.991)W157-S 312/45-105
W2(109+51.553)
W2(109+51.553)W167-S 312/45-105
W2(110+18.553)
187 Spans in phase 1

Phase II

Pier/Abutment#GW StationSPAN #DWG#Comments
5+21.5E31S-7-54Eng, Station
Ramp "A" Abutment5+45.578N. Depart/E4/Ramp "A" Abut.
4+61.562E32S-7-54Eng, Station
5+07.0S. Arrival/E4
5+07.0E33S-7-54Eng, Station
5+50.0S. Arrival/Ramp "B"
5+50.0E34S-7-54Eng, Station
5+93.0S. Arrival/Ramp "B"
5+93.0E35S-7-54Eng, Station
6+36.0S. Arrival/Ramp "B"
6+36.0E36S-7-54Eng, Station
6+79.0S. Arrival/Ramp "B"
6+79.0E37S-7-54Eng, Station
Ramp "B" Abutment7+21.250S. Arrival/Abutment
-0+62.00II-1Main GW Abutment
-0+38.00South and Beneath Eng.
-0+38.00II-2Station
-0+13.00"
-0+13.00II-3"
0+12.00"
0+12.00II-4"
0+37.00"
0+37.00II-5"
0+62.00"
0+62.00II-6"
0+87.00"
0+87.00II-7"
1+11.00Main GW Abutment
South13+61.003GWS-18-54Towers
North14+08.692South Arrival
South14+43.305GES-18-54Towers
North14+90.389North Depart
Towers Hole24+54.078II-8S-30-54Towers Hole Abutment
725+21.828
25+21.828II-9S-30-54
825+90.328
25+90.328II-10S-30-54
926+58.828
26+58.828II-11S-30-54
1027+27.328
27+27.328II-12S-31-54University Ave.
1127+95.828Overpass
27+95.828II-13S-31-54
1228+64.328
28+64.328II-14S-31-54
1329+32.828
29+32.828II-15S-31-54
1430+01.328
30+01.328II-16S-32-54
1530+69.828
30+69.828II-17S-32-54
1631+38.328
31+38.328II-18S-32-54
1732+06.828
32+06.828II-19S-32-54
1832+75.328
32+75.328II-20S-33-54
1933+43.828
33+43.828II-21S-33-54
2034+12.328
34+12.328II-22S-33-54
2134+80.828
34+80.828II-23S-33-54
2235+49.328
35+49.328II-24S-34-54
2336+17.828
36+17.828II-25S-34-54
2436+86.328
36+86.328II-26S-34-54
2537+54.828
37+54.828II-27S-34-54
Hospital Hole38+22.578S-40-54Hospital Hole Abutment
36 Spans in Phase 2

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