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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Text version
Phase I
| Exhibit C - Elevated Guideway Info | ||||
| Pier/Abutment# | GW Station | SPAN # | DWG# | Comments |
| ESD Abutment | 1+13.500 | E1 | 7-S 312/17-77 | |
| 1+53.500 | ||||
| 1+53.500 | E2 | 7-S 312/17-77 | ||
| 1+93.500 | ||||
| 1+93.500 | E3 | 7-S 312/17-77 | ||
| 2+33.500 | ||||
| 2+33.500 | E4 | 7-S 312/16-76 | ||
| 2+77.900 | ||||
| 2+77.900 | E5 | 7-S 312/16-76 | ||
| 3+20.886 | ||||
| Main GW Abut. | 1+38.000 | E6 | 7-S 312/16-76 | Abut. S. of Eng. Sta. |
| 0+88.000 | ||||
| 0+88.000 | E7 | 7-S 312/16-76 | ||
| 0+38.000 | ||||
| S. Abut. ENA | 3+04.000 | E8 | 7-S 312/16-76 | Abutment/ENA |
| 3+42.800 | ENA | |||
| 3+42.800 | E9 | 7-S 312/16-76 | ENA | |
| 3+80.822 | ENA/E1 | |||
| 3+20.886 | E10 | 7-S 312/15-75 | E6/E2 | |
| 3+59.380 | ||||
| 3+59.380 | E11 | 7-S 312/15-75 | ||
| 3+97.874 | ||||
| ESD/E1 | 1+40.498 | E12 | 7-S 312/15-75 | ESD/E1 |
| 1+14.124 | E1 | |||
| 1+14.124 | E13 | 7-S 312/15-75 | E1 | |
| 0+47.124 | E1 | |||
| 0+47.124 | E14 | 7-S 312/15-75 | E1 | |
| E1/ENA | 0+20.750 | E1/ENA | ||
| E6/E2 | 1+40.498 | E15 | 7-S 312/15-75 | E6/E2 |
| E2(1+14.124) | E2 | |||
| E2(1+14.124) | E16 | 7-S 312/15-75 | E2 | |
| E2(0+47.124) | E2 | |||
| E2(0+47.124) | E17 | 7-S 312/15-75 | E2 | |
| E2(0+20.750) | E2/E5 | |||
| E2(0+20.750) 4+19.316 | E18 | 7-S 312/15-75 | E2/E5 | |
| 3+80.822 | E5 | |||
| 4+19.316 | E19 | 7-S 312/15-75 | E5 | |
| E3(0+20.750) 4+57.810 | E3/E5 | |||
| 0+38.000 | E20 | 7-S 312/15-75 | Main GW | |
| -0+32.000 | Main GW | |||
| -0+32.000 | E21 | 7-S 312/14-74 | Main GW | |
| -1+02.000 | Main GW | |||
| 3+97.874 | E22 | 7-S 312/14-74 | E6 | |
| 4+62.384 | E6 | |||
| E3(1+40.498) | E23 | 7-S 312/14-74 | E3/6 | |
| E3(1+14.124) | E3 | |||
| E3(1+14.124) | E24 | 7-S 312/14-74 | E3 | |
| E3(0+47.124) | E3 | |||
| E3(0+47.124) | E25 | 7-S 312/14-74 | E3 | |
| E3(0+20.750) | E3/E5 | |||
| E4(1+40.498) | E26 | 7-S 312/14-74 | E4/E6 | |
| E4(1+14.124) | E4 | |||
| E4(1+14.124) | E27 | 7-S 312/14-74 | E4 | |
| E4(0+47.124) | E4 | |||
| E4(0+47.124) | E28 | 7-S 312/14-74 | E4 | |
| E4(0+20.750) | E4/E5 | |||
| 4+57.810 | E29 | 7-S 312/14-74 | E5 | |
| 4+90.065 | E5 | |||
| 4+90.065 | E30 | 7-S 312/14-74 | E5 | |
| 5+22.320 | E5 |
| Abutment | 13+16.000 | 77 | 7-S 312/18-78 | |
| 13+66.000 | ||||
| 13+66.000 | 78 | 7-S 312/18-78 | ||
| 14+83.000 | ||||
| 14+83.000 | 79 | 7-S 312/18-78 | ||
| 15+26.000 | ||||
| 15+26.000 | 80 | 7-S 312/19-79 | ||
| 15+69.000 | ||||
| 15+69.000 | 81 | 7-S 312/19-79 | ||
| 16+11.000 | ||||
| 16+11.000 | 82 | 7-S 312/19-79 | ||
| 16+53.000 | ||||
| 16+53.000 | 83 | 7-S 312/19-79 | ||
| 16+96.000 | ||||
| 16+96.000 | 84 | 7-S 312/19-79 | ||
| 17+47.000 | ||||
| 17+47.000 | 85 | 7-S 312/19-79 | Span at P-16 Gate | |
| Abutment | 17+98.000 |
| Abutment | 44+38.000 | M1 | 7-S 312/20-80 | |
| 45+11.000 | ||||
| 45+11.000 | M2 | 7-S 312/20-80 | ||
| 45+71.000 | ||||
| 45+71.000 | M3 | 7-S 312/20-80 | ||
| 46+26.000 | ||||
| 46+26.000 | M4 | 7-S 312/20-80 | ||
| 46+70.000 | ramp=3+53.320 | |||
| 3+53.320 | MR1 | 7-S 312/21-81 | ||
| 3+11.000 | ||||
| 3+11.000 | MR2 | 7-S 312/21-81 | ||
| 2+66.000 | ||||
| 2+66.000 | MR3 | 7-S 312/21-81 | ||
| 2+21.000 | ||||
| 46+70.000 | M5 | 7-S 312/21-81 | ||
| 47+27.000 | ||||
| 47+27.000 | M6 | 7-S 312/21-81 | ||
| 47+87.000 | ||||
| 47+87.000 | M7 | 7-S 312/21-81 | ||
| 48+47.000 | ||||
| 48+47.000 | M8 | 7-S 312/21-81 | ||
| 49+04.000 | ||||
| 0+68.113 | MR4 | 7-S 312/22-82 | ||
| 1+13.000 | ||||
| 1+13.000 | MR5 | 7-S 312/22-82 | ||
| 1+58.000 | ||||
| 1+58.000 | MR6 | 7-S 312/22-82 | ||
| 2+03.000 | ||||
| 0+94.000 | MR7 | 7-S 312/22-82 | ||
| 1+39.000 | ||||
| 49+04.000 | M9 | 7-S 312/22-82 | ||
| 49+92.000 | ||||
| 49+92.000 | M10 | 7-S 312/22-82 | ||
| 50+37.000 | ||||
| 50+37.000 | M11 | 7-S 312/22-82 | ||
| 50+82.000 | ||||
| 50+82.000 | M12 | 7-S 312/22-82 | ||
| 51+27.000 | ||||
| 51+27.000 | M13 | 7-S 312/23-83 | ||
| 51+87.000 | ||||
| 51+87.000 | M14 | 7-S 312/23-83 | ||
| 52+47.000 | ||||
| 1+39.000 | MR8 | 7-S 312/23-83 | ||
| 1+84.000 | ||||
| 1+84.000 | MR9 | 7-S 312/23-83 | ||
| 2+29.000 | ||||
| 2+29.000 | MR10 | 7-S 312/23-83 | ||
| 2+73.835 | ||||
| 52+47.000 | M15 | 7-S 312/23-83 | ||
| 52+97.000 | ||||
| 52+97.000 | M16 | 7-S 312/23-83 | ||
| 53+47.000 | ||||
| 53+47.000 | M17 | 7-S 312/23-83 | ||
| 53+94.000 | ||||
| 53+94.000 | 1 | 7-S 312/24-84 | ||
| 54+44.000 | ||||
| 54+44.000 | 2 | 7-S 312/24-84 | ||
| 55+04.000 | ||||
| 55+04.000 | 3 | 7-S 312/24-84 | ||
| 55+64.000 | ||||
| 55+64.000 | 4 | 7-S 312/24-84 | ||
| 56+24.000 | ||||
| 56+24.000 | 5 | 7-S 312/24-84 | ||
| 56+89.000 | ||||
| 56+89.000 | 6 | 7-S 312/24-84 | ||
| 57+54.000 | ||||
| 57+54.000 | 7 | 7-S 312/25-85 | ||
| 58+19.000 | ||||
| 58+19.000 | 8 | 7-S 312/25-85 | ||
| 58+84.000 | ||||
| 58+84.000 | 9 | 7-S 312/25-85 | ||
| 59+32.000 | ||||
| 59+32.000 | 10 | 7-S 312/25-85 | ||
| 59+80.000 | ||||
| 59+80.000 | 11 | 7-S 312/25-85 | ||
| 60+28.000 | ||||
| 60+28.000 | 12 | 7-S 312/25-85 | ||
| 60+93.000 | ||||
| 60+93.000 | 13 | 7-S 312/25-85 | ||
| 61+58.000 | ||||
| 61+58.000 | 14 | 7-S 312/26-86 | ||
| 62+23.000 | ||||
| 62+23.000 | 15 | 7-S 312/26-86 | ||
| 62+88.000 | ||||
| 62+88.000 | 16 | 7-S 312/26-86 | ||
| 63+53.000 | ||||
| 63+53.000 | 17 | 7-S 312/26-86 | ||
| 64+18.000 | ||||
| 64+18.000 | 18 | 7-S 312/26-86 | ||
| 64+83.000 | ||||
| 64+83.000 | 19 | 7-S 312/26-86 | ||
| 65+48.000 | ||||
| 65+48.000 | 20 | 7-S 312/27-87 | ||
| 66+13.000 | ||||
| 66+13.000 | 21 | 7-S 312/27-87 | ||
| 66+78.000 | ||||
| 66+78.000 | 22 | 7-S 312/27-87 | ||
| 67+43.000 | ||||
| 67+43.000 | 23 | 7-S 312/27-87 | ||
| 68+08.000 | ||||
| 68+08.000 | 24 | 7-S 312/27-87 | ||
| 68+73.000 | ||||
| 68+73.000 | 25 | 7-S 312/27-87 | ||
| 69+38.000 | ||||
| 69+38.000 | 26 | 7-S 312/28-88 | ||
| 70+03.000 | ||||
| 70+03.000 | 27 | 7-S 312/28-88 | ||
| 70+68.000 | ||||
| 70+68.000 | 28 | 7-S 312/28-88 | ||
| 71+33.000 | ||||
| 71+33.000 | 29 | 7-S 312/28-88 | ||
| 71+98.000 | ||||
| 71+98.000 | 30 | 7-S 312/28-88 | ||
| 72+58.000 | ||||
| 72+58.000 | 31 | 7-S 312/28-88 | ||
| 73+18.000 | ||||
| 73+18.000 | 32 | 7-S 312/29-89 | ||
| 73+78.000 | ||||
| 73+78.000 | 33 | 7-S 312/29-89 | ||
| 74+38.000 | ||||
| 74+38.000 | 34 | 7-S 312/29-89 | ||
| 74+98.000 | ||||
| 74+98.000 | 35 | 7-S 312/29-89 | ||
| 75+58.000 | ||||
| 75+58.000 | 36 | 7-S 312/29-89 | ||
| 76+18.000 | ||||
| 76+18.000 | 37 | 7-S 312/29-89 | ||
| 76+68.000 | ||||
| 76+68.000 | 38 | 7-S 312/30-90 | ||
| 77+18.000 | ||||
| 77+18.000 | 39 | 7-S 312/30-90 | ||
| 77+68.000 | ||||
| 77+68.000 | 40 | 7-S 312/30-90 | ||
| 78+28.000 | ||||
| 78+28.000 | 41 | 7-S 312/30-90 | ||
| 78+82.000 | ||||
| 78+82.000 | 42 | 7-S 312/30-90 | ||
| 79+36.000 | ||||
| 79+36.000 | 43 | 7-S 312/30-90 | ||
| 79+90.000 | ||||
| 79+90.000 | 44 | 7-S 312/31-91 | ||
| 80+44.000 | ||||
| 80+44.000 | 45 | 7-S 312/31-91 | ||
| 80+98.000 | ||||
| 80+98.000 | 46 | 7-S 312/31-91 | ||
| 81+63.000 | ||||
| 81+63.000 | 47 | 7-S 312/31-91 | ||
| 82+28.000 | ||||
| 82+28.000 | 48 | 7-S 312/31-91 | ||
| Main GW | 83+33.000 | |||
| 83+33.000 | B1 | 7-S 312/32-92 | ||
| Main GW | 84+91.000 | |||
| 84+91.000 | B2 | 7-S 312/33-93 | ||
| Main GW | 85+66.000 | |||
| BND | 6+23.938 | B3 | 7-S 312/33-93 | |
| 5+76.000 | ||||
| 5+76.000 | B4 | 7-S 312/33-93 | ||
| 5+28.000 | ||||
| 5+28.000 | B5 | 7-S 312/33-93 | ||
| 5+05.000 | ||||
| BSA | 1+43.745 | B6 | 7-S 312/33-93 | |
| 1+76.000 | ||||
| 1+76.000 | B7 | 7-S 312/33-93 | ||
| 2+23.985 | ||||
| 2+23.985 | B8 | 7-S 312/34-94 | ||
| 2+62.479 | ||||
| 2+62.479 | B9 | 7-S 312/34-94 | ||
| 2+94.974 | ||||
| B1(0+20.750) | B10 | 7-S 312/34-94 | ||
| B1(0+47.124) | ||||
| B1(0+47.124) | B11 | 7-S 312/34-94 | ||
| B1(0+71.774) | ||||
| B1(0+71.774) | B12 | 7-S 312/34-94 | ||
| B1(1+06.924) | ||||
| B2(0+20.750) | B13 | 7-S 312/34-94 | ||
| B2(0+47.124) | ||||
| B2(0+47.124) | B14 | 7-S 312/34-94 | ||
| B2(0+85.874) | ||||
| B2(0+85.874) | B15 | 7-S 312/34-94 | ||
| B2(1+15.024) | ||||
| 2+94.974 | B16 | 7-S 312/35-95 | ||
| 3+59.482 | ||||
| B3(0+20.750) | B17 | 7-S 312/35-95 | ||
| B3(0+47.124) | ||||
| B3(0+47.124) | B18 | 7-S 312/35-95 | ||
| B3(0+87.174) | ||||
| B3(0+87.174) | B19 | 7-S 312/35-95 | ||
| B3(1+15.524) | ||||
| B4(1+40.498) | B20 | 7-S 312/35-95 | ||
| B4(1+14.124) | ||||
| B4(1+14.124) | B21 | 7-S 312/35-95 | ||
| B4(0+89.674) | ||||
| B4(0+89.674) | B22 | 7-S 312/35-95 | ||
| B4(0+54.724) | ||||
| BSD | 3+59.482 | B23 | 7-S 312/36-96 | |
| 3+95.000 | ||||
| 3+95.000 | B24 | 7-S 312/36-96 | ||
| 4+21.962 | ||||
| BNA | 1+58.268 | B25 | 7-S 312/36-96 | |
| 2+15.000 | ||||
| 2+15.000 | B26 | 7-S 312/36-96 | ||
| 2+54.720 | ||||
| 2+54.720 | B27 | 7-S 312/36-96 | ||
| 2+77.500 | ||||
| Abut./Main GW | 87+75.000 | B28 | 7-S 312/36-96 | |
| Main GW | 88+48.000 | |||
| 88+48.000 | B29 | 7-S 312/37-97 | ||
| Main GW | 89+80.000 | |||
| 89+80.000 | 49 | 7-S 312/38-98 | ||
| 90+34.132 | ||||
| 90+34.132 | 50 | 7-S 312/38-98 | ||
| 90+91.500 | ||||
| 90+91.500 | 51 | 7-S 312/38-98 | ||
| 91+41.500 | ||||
| 91+41.500 | 52 | 7-S 312/38-98 | ||
| 92+20.500 | ||||
| 92+20.500 | 53 | 7-S 312/39-99 | ||
| 92+70.500 | ||||
| 92+70.500 | 54 | 7-S 312/39-99 | ||
| 93+30.500 | ||||
| 93+30.500 | 55 | 7-S 312/39-99 | ||
| 93+90.500 | ||||
| 93+90.500 | 56 | 7-S 312/39-99 | ||
| 94+50.500 | ||||
| 94+50.500 | 57 | 7-S 312/39-99 | ||
| 95+10.500 | ||||
| 95+10.500 | 58 | 7-S 312/39-99 | ||
| 95+70.500 | ||||
| 95+70.500 | 59 | 7-S 312/40-100 | ||
| 96+30.500 | ||||
| 96+30.500 | 60 | 7-S 312/40-100 | ||
| 96+90.500 | ||||
| 96+90.500 | 61 | 7-S 312/40-100 | ||
| 97+50.500 | ||||
| 97+50.500 | 62 | 7-S 312/40-100 | ||
| 98+10.500 | ||||
| 98+10.500 | 63 | 7-S 312/40-100 | ||
| 98+70.500 | ||||
| 98+70.500 | 64 | 7-S 312/40-100 | ||
| 99+30.500 | ||||
| 99+30.500 | 65 | 7-S 312/41-101 | ||
| 99+90.500 | ||||
| 99+90.500 | 66 | 7-S 312/41-101 | ||
| 100+50.500 | ||||
| 100+50.500 | 67 | 7-S 312/41-101 | ||
| 101+10.500 | ||||
| 101+10.500 | 68 | 7-S 312/41-101 | ||
| 101+62.000 | ||||
| 101+62.000 | 69 | 7-S 312/42-102 | ||
| 102+77.000 | ||||
| 102+77.000 | 70 | 7-S 312/42-102 | ||
| 103+33.000 | ||||
| 103+33.000 | 71 | 7-S 312/42-102 | ||
| 103+78.500 | ||||
| 103+78.500 | 72 | 7-S 312/43-103 | ||
| 104+39.500 | ||||
| 104+39.500 | 73 | 7-S 312/43-103 | ||
| 104+94.500 | ||||
| 104+94.500 | 74 | 7-S 312/43-103 | ||
| 105+62.500 | ||||
| 105+62.500 | 75 | 7-S 312/43-103 | ||
| 106+17.500 | ||||
| 106+17.500 | 76 | 7-S 312/43-103 | ||
| WSA | 106+70.810 | |||
| WND | 111+64.633 | W1 | 7-S 312/44-104 | |
| 111+04.915 | ||||
| W2(111+04.915) | W2 | 7-S 312/44-104 | ||
| W2(110+42.115) | ||||
| W2(110+42.115) | W3 | 7-S 312/44-104 | ||
| W2(110+18.559) | ||||
| W1(1+71.397) | W4 | 7-S 312/44-104 | ||
| W1(1+38.397) | ||||
| W1(1+38.397) | W5 | 7-S 312/44-104 | ||
| W1(1+14.124) | ||||
| WSA | 106+70.810 | W6 | 7-S 312/44-104 | |
| WSA | 107+00.000 | |||
| 107+00.000 | W7 | 7-S 312/44-104 | ||
| WSA | 107+51.811 | |||
| 107+51.811 | W8 | 7-S 312/45-105 | ||
| WSA | 108+18.811 | |||
| 108+18.811 | W9 | 7-S 312/45-105 | ||
| WSA | 108+42.373 | |||
| 108+42.373 | W10 | 7-S 312/45-105 | ||
| WSA | 108+65.935 | |||
| 108+65.935 | W11 | 7-S 312/45-105 | ||
| W2(109+04.429) | W1(0+23.652) | |||
| W1(0+23.652) | W12 | 7-S 312/45-105 | ||
| W1(0+47.124) | ||||
| W1(0+47.124) | W13 | 7-S 312/45-105 | ||
| W1(1+14.124) | ||||
| W2(109+04.429) | W14 | 7-S 312/45-105 | ||
| W2(109+27.991) | ||||
| W2(109+27.991) | W15 | 7-S 312/45-105 | ||
| W2(109+51.553) | ||||
| W2(109+51.553) | W16 | 7-S 312/45-105 | ||
| W2(110+18.553) | ||||
| 187 Spans in phase 1 |
Phase II
| Pier/Abutment# | GW Station | SPAN # | DWG# | Comments |
| 5+21.5 | E31 | S-7-54 | Eng, Station | |
| Ramp "A" Abutment | 5+45.578 | N. Depart/E4/Ramp "A" Abut. | ||
| 4+61.562 | E32 | S-7-54 | Eng, Station | |
| 5+07.0 | S. Arrival/E4 | |||
| 5+07.0 | E33 | S-7-54 | Eng, Station | |
| 5+50.0 | S. Arrival/Ramp "B" | |||
| 5+50.0 | E34 | S-7-54 | Eng, Station | |
| 5+93.0 | S. Arrival/Ramp "B" | |||
| 5+93.0 | E35 | S-7-54 | Eng, Station | |
| 6+36.0 | S. Arrival/Ramp "B" | |||
| 6+36.0 | E36 | S-7-54 | Eng, Station | |
| 6+79.0 | S. Arrival/Ramp "B" | |||
| 6+79.0 | E37 | S-7-54 | Eng, Station | |
| Ramp "B" Abutment | 7+21.250 | S. Arrival/Abutment | ||
| -0+62.00 | II-1 | Main GW Abutment | ||
| -0+38.00 | South and Beneath Eng. | |||
| -0+38.00 | II-2 | Station | ||
| -0+13.00 | " | |||
| -0+13.00 | II-3 | " | ||
| 0+12.00 | " | |||
| 0+12.00 | II-4 | " | ||
| 0+37.00 | " | |||
| 0+37.00 | II-5 | " | ||
| 0+62.00 | " | |||
| 0+62.00 | II-6 | " | ||
| 0+87.00 | " | |||
| 0+87.00 | II-7 | " | ||
| 1+11.00 | Main GW Abutment | |||
| South | 13+61.003 | GW | S-18-54 | Towers |
| North | 14+08.692 | South Arrival | ||
| South | 14+43.305 | GE | S-18-54 | Towers |
| North | 14+90.389 | North Depart | ||
| Towers Hole | 24+54.078 | II-8 | S-30-54 | Towers Hole Abutment |
| 7 | 25+21.828 | |||
| 25+21.828 | II-9 | S-30-54 | ||
| 8 | 25+90.328 | |||
| 25+90.328 | II-10 | S-30-54 | ||
| 9 | 26+58.828 | |||
| 26+58.828 | II-11 | S-30-54 | ||
| 10 | 27+27.328 | |||
| 27+27.328 | II-12 | S-31-54 | University Ave. | |
| 11 | 27+95.828 | Overpass | ||
| 27+95.828 | II-13 | S-31-54 | ||
| 12 | 28+64.328 | |||
| 28+64.328 | II-14 | S-31-54 | ||
| 13 | 29+32.828 | |||
| 29+32.828 | II-15 | S-31-54 | ||
| 14 | 30+01.328 | |||
| 30+01.328 | II-16 | S-32-54 | ||
| 15 | 30+69.828 | |||
| 30+69.828 | II-17 | S-32-54 | ||
| 16 | 31+38.328 | |||
| 31+38.328 | II-18 | S-32-54 | ||
| 17 | 32+06.828 | |||
| 32+06.828 | II-19 | S-32-54 | ||
| 18 | 32+75.328 | |||
| 32+75.328 | II-20 | S-33-54 | ||
| 19 | 33+43.828 | |||
| 33+43.828 | II-21 | S-33-54 | ||
| 20 | 34+12.328 | |||
| 34+12.328 | II-22 | S-33-54 | ||
| 21 | 34+80.828 | |||
| 34+80.828 | II-23 | S-33-54 | ||
| 22 | 35+49.328 | |||
| 35+49.328 | II-24 | S-34-54 | ||
| 23 | 36+17.828 | |||
| 36+17.828 | II-25 | S-34-54 | ||
| 24 | 36+86.328 | |||
| 36+86.328 | II-26 | S-34-54 | ||
| 25 | 37+54.828 | |||
| 37+54.828 | II-27 | S-34-54 | ||
| Hospital Hole | 38+22.578 | S-40-54 | Hospital Hole Abutment | |
| 36 Spans in Phase 2 |
File details come from the government source that posted it. Updated .