BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO PROJECT INFORMATION ___________________ PROJECT DESCRIPTION - I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK ORDER NUMBER - 01-1234H62 LOCATION - ROANOKE COUNTY, VA MADE BY - TTE CUSTOMER - CUSTOMER, INC. PROJECT 0012-080-F03 BRIDGE B602 ROANOKE COUNTY TTE 8/10/2005, 2:47:31 AM Page 1 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SURVEY DATA ___________ HORIZONTAL CONTROL LINE (HCL) _____________________________ * Horizontal tangents are calculated by the program from pier stations data and non-tangent horizontal curves. Tangents are added automatically to curve ends before first curve, after last curve, and between curves, if required. CURVE #1 - HORIZONTAL CIRCULAR CURVE INPUT VALUES: PI STATION NUMBER 12+01.2800 (ft) DEGREE OF CURVE 2d0'0.00" (deg/min/sec) /100 ft INCLUDED ANGLE 42d11'3.12" DIRECTION LEFT WHEN LOOKING AHEAD OF STATION CALCULATED VALUES: RADIUS 2864.7890 (ft) TANGENT LENGTH 1104.9763 (ft) TC STATION 0+96.3037 (ft) CT STATION 22+05.5137 (ft) ARC LENGTH 2109.2100 (ft) VERTICAL CONTROL LINE (VCL) ___________________________ VERTICAL CURVE #1 PI-STATION NUMBER 7+25.0000 (ft) PI-ELEVATION 1114.6700 (ft) CURVE LENGTH 1200.0000 (ft) GRADE at LEFT -3.499% GRADE at RIGHT 2.347% TTE 8/10/2005, 2:47:31 AM Page 2 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DECK CROSS SECTIONS DATA ________________________ OFFSET OF VCL FROM HCL(ft-inch) = 0" * OFFSET OF VCL TO THE RIGHT OF HCL IS POSITIVE. * BREAK POINT SLOPE GOING UP FROM LEFT TO RIGHT IS POSITIVE. * OFFSET OF BREAK POINT TO THE RIGHT OF VCL IS POSITIVE. DECK CROSS SECTION #1 STATION # 10+00.0000 (ft) LEFT SLOPE (tangent) 0.0646 WHEN LOOKING AHEAD OF STATION BREAK POINTS ____________ POINT # OFFSET RIGHT SLOPE (ft-inch) (tangent) _____________________________________ TTE 8/10/2005, 2:47:31 AM Page 3 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO PIER DATA _________ * ANGLES ARE FROM TANGENT OF HCL AT PIER TO PIER AT BEAM LINE. * ANGLES ARE POSITIVE IN COUNTER-CLOCK-WISE DIRECTION. * ANGLES ARE NEGATIVE IN CLOCK-WISE DIRECTION. PIER # MARK STATION ANGLE FROM HCL TANGENT (ft) ____________________________________________________________________________ 1 END PIER-1 8+54.0000 90d0'0.00" 2 PIER-1 9+72.7400 90d0'0.00" 3 PIER-2 10+79.0000 90d0'0.00" 4 END PIER-2 11+97.7400 90d0'0.00" END BEARINGS ARE OFFSET PERPENDICULAR FROM END PIERS. END PIER MARK END BEARING OFFSET (ft-inch) _____________ ___________________ END PIER-1 1'-2" END PIER-2 -1'-2" TTE 8/10/2005, 2:47:31 AM Page 4 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES DATA _______________ TOTAL NUMBER OF BEAM LINES = 9 * BEAM OFFSET FROM HCL ARE POISTIVE WHEN BEAM IS TO THE RIGHT OF HCL (LOOKING AHEAD OF STATION). BEAM # BEAM MARK OFFSET FROM HCL (ft-inch) ______________________________________________ 1 B10 -23'-1/2" 2 B11 -14'-3 3/8" 3 B12 -5'-6 1/4" 4 B13 3'-2 7/8" 5 B14 12'-0" 6 B15 20'-9 1/8" 7 B16 29'-6 1/4" 8 B17 38'-3 3/8" 9 B18 47'-1/2" TTE 8/10/2005, 2:47:31 AM Page 5 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES DATA ____________ * SPLICES ARE GIVEN AS STATIONS ON HCL. NUMBER OF SPLICES PER BEAM LINE = 4 SPLICE # MARK STATION ANGLE (ft) FROM HCL ________________________________________________________ 1 FS1 9+48.3650 90d0'0.00" 2 FS2 10+05.7400 90d0'0.00" 3 FS3 10+46.0000 90d0'0.00" 4 FS4 11+03.3750 90d0'0.00" TTE 8/10/2005, 2:47:31 AM Page 6 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS DATA _______________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ANGLES ARE POSITIVE WHEN MEASEAURED COUNTER-CLOCK-WISE. * ANGLES ARE NEGATIVE WHEN MEASEAURED CLOCK-WISE. --------------------------------------------------------------------------------------- TO-BEAM | | DIAPHRAGM FROM-BEAM | +89 DEGREES --------------------------------------------------------------------------------------- / / REF-BEAM / +60 DEGREES --------------------------------------------------------------------------------------- / -120 DEGREES / / TOTAL NUMBER OF DIAPHRAMS = 176 DIAP# DIAP. FROM-BEAM ANGLE FROM TO-BEAM REF-BEAM DIST. L.E.BRG ANGLE FROM MARK MARK FROM-BEAM MARK MARK REF-BEAM REF-BEAM (ft-inch) ____________________________________________________________________________________________________ 1 ED1 B10 89d57'46.93" B11 B10 8" 89d57'46.93" 2 D1 B10 90d0'0.00" B11 B10 17'-11 15/16" 90d0'0.00" 3 D2 B10 90d0'0.00" B11 B10 35'-11 7/8" 90d0'0.00" 4 D3 B10 90d0'0.00" B11 B10 53'-11 13/16" 90d0'0.00" 5 D4 B10 90d0'0.00" B11 B10 71'-11 11/16" 90d0'0.00" 6 D5 B10 90d0'0.00" B11 B10 86'-10 1/4" 90d0'0.00" 7 D6 B10 90d0'0.00" B11 B10 101'-8 13/16" 90d0'0.00" 8 BD1 B10 90d0'0.00" B11 B10 116'-7 7/16" 90d0'0.00" 9 D7 B10 90d0'0.00" B11 B10 131'-5 15/16" 90d0'0.00" 10 D8 B10 90d0'0.00" B11 B10 146'-4 1/2" 90d0'0.00" 11 D9 B10 90d0'0.00" B11 B10 161'-8 1/16" 90d0'0.00" 12 D10 B10 90d0'0.00" B11 B10 176'-11 5/8" 90d0'0.00" 13 D11 B10 90d0'0.00" B11 B10 192'-3 1/8" 90d0'0.00" 14 D12 B10 90d0'0.00" B11 B10 207'-1 11/16" 90d0'0.00" 15 BD2 B10 90d0'0.00" B11 B10 222'-5/16" 90d0'0.00" 16 D13 B10 90d0'0.00" B11 B10 236'-10 13/16" 90d0'0.00" 17 D14 B10 90d0'0.00" B11 B10 251'-9 3/8" 90d0'0.00" 18 D15 B10 90d0'0.00" B11 B10 266'-7 15/16" 90d0'0.00" 19 D16 B10 90d0'0.00" B11 B10 284'-7 13/16" 90d0'0.00" 20 D17 B10 90d0'0.00" B11 B10 302'-7 3/4" 90d0'0.00" 21 D18 B10 90d0'0.00" B11 B10 320'-7 11/16" 90d0'0.00" 22 ED2 B10 -89d57'46.93" B11 B10 337'-11 11/16" -89d57'46.93" 23 ED1 B11 89d57'47.34" B12 B11 8" 89d57'47.34" 24 D1 B11 90d0'0.00" B12 B10 17'-11 15/16" 90d0'0.00" 25 D2 B11 90d0'0.00" B12 B10 35'-11 7/8" 90d0'0.00" 26 D3 B11 90d0'0.00" B12 B10 53'-11 13/16" 90d0'0.00" 27 D4 B11 90d0'0.00" B12 B10 71'-11 11/16" 90d0'0.00" 28 D5 B11 90d0'0.00" B12 B10 86'-10 1/4" 90d0'0.00" 29 D6 B11 90d0'0.00" B12 B10 101'-8 13/16" 90d0'0.00" 30 BD1 B11 90d0'0.00" B12 B11 116'-11 3/4" 90d0'0.00" 31 D7 B11 90d0'0.00" B12 B10 131'-5 15/16" 90d0'0.00" 32 D8 B11 90d0'0.00" B12 B10 146'-4 1/2" 90d0'0.00" 33 D9 B11 90d0'0.00" B12 B10 161'-8 1/16" 90d0'0.00" 34 D10 B11 90d0'0.00" B12 B10 176'-11 5/8" 90d0'0.00" 35 D11 B11 90d0'0.00" B12 B10 192'-3 1/8" 90d0'0.00" 36 D12 B11 90d0'0.00" B12 B10 207'-1 11/16" 90d0'0.00" 37 BD2 B11 90d0'0.00" B12 B11 222'-8 9/16" 90d0'0.00" 38 D13 B11 90d0'0.00" B12 B10 236'-10 13/16" 90d0'0.00" 39 D14 B11 90d0'0.00" B12 B10 251'-9 3/8" 90d0'0.00" 40 D15 B11 90d0'0.00" B12 B10 266'-7 15/16" 90d0'0.00" 41 D16 B11 90d0'0.00" B12 B10 284'-7 13/16" 90d0'0.00" 42 D17 B11 90d0'0.00" B12 B10 302'-7 3/4" 90d0'0.00" 43 D18 B11 90d0'0.00" B12 B10 320'-7 11/16" 90d0'0.00" 44 ED2 B11 -89d57'47.34" B12 B11 339'-5/16" -89d57'47.34" 45 ED1 B12 89d57'47.75" B13 B12 8" 89d57'47.75" 46 D1 B12 90d0'0.00" B13 B10 17'-11 15/16" 90d0'0.00" 47 D2 B12 90d0'0.00" B13 B10 35'-11 7/8" 90d0'0.00" TTE 8/10/2005, 2:47:31 AM Page 7 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS DATA _______________ DIAP# DIAP. FROM-BEAM ANGLE FROM TO-BEAM REF-BEAM DIST. L.E.BRG ANGLE FROM MARK MARK FROM-BEAM MARK MARK REF-BEAM REF-BEAM (ft-inch) ____________________________________________________________________________________________________ 48 D3 B12 90d0'0.00" B13 B10 53'-11 13/16" 90d0'0.00" 49 D4 B12 90d0'0.00" B13 B10 71'-11 11/16" 90d0'0.00" 50 D5 B12 90d0'0.00" B13 B10 86'-10 1/4" 90d0'0.00" 51 D6 B12 90d0'0.00" B13 B10 101'-8 13/16" 90d0'0.00" 52 BD1 B12 90d0'0.00" B13 B12 117'-4 1/8" 90d0'0.00" 53 D7 B12 90d0'0.00" B13 B10 131'-5 15/16" 90d0'0.00" 54 D8 B12 90d0'0.00" B13 B10 146'-4 1/2" 90d0'0.00" 55 D9 B12 90d0'0.00" B13 B10 161'-8 1/16" 90d0'0.00" 56 D10 B12 90d0'0.00" B13 B10 176'-11 5/8" 90d0'0.00" 57 D11 B12 90d0'0.00" B13 B10 192'-3 1/8" 90d0'0.00" 58 D12 B12 90d0'0.00" B13 B10 207'-1 11/16" 90d0'0.00" 59 BD2 B12 90d0'0.00" B13 B12 223'-4 13/16" 90d0'0.00" 60 D13 B12 90d0'0.00" B13 B10 236'-10 13/16" 90d0'0.00" 61 D14 B12 90d0'0.00" B13 B10 251'-9 3/8" 90d0'0.00" 62 D15 B12 90d0'0.00" B13 B10 266'-7 15/16" 90d0'0.00" 63 D16 B12 90d0'0.00" B13 B10 284'-7 13/16" 90d0'0.00" 64 D17 B12 90d0'0.00" B13 B10 302'-7 3/4" 90d0'0.00" 65 D18 B12 90d0'0.00" B13 B10 320'-7 11/16" 90d0'0.00" 66 ED2 B12 -89d57'47.75" B13 B12 340'-15/16" -89d57'47.75" 67 ED1 B13 89d57'48.15" B14 B13 8" 89d57'48.15" 68 D1 B13 90d0'0.00" B14 B10 17'-11 15/16" 90d0'0.00" 69 D2 B13 90d0'0.00" B14 B10 35'-11 7/8" 90d0'0.00" 70 D3 B13 90d0'0.00" B14 B10 53'-11 13/16" 90d0'0.00" 71 D4 B13 90d0'0.00" B14 B10 71'-11 11/16" 90d0'0.00" 72 D5 B13 90d0'0.00" B14 B10 86'-10 1/4" 90d0'0.00" 73 D6 B13 90d0'0.00" B14 B10 101'-8 13/16" 90d0'0.00" 74 BD1 B13 90d0'0.00" B14 B13 117'-8 1/2" 90d0'0.00" 75 D7 B13 90d0'0.00" B14 B10 131'-5 15/16" 90d0'0.00" 76 D8 B13 90d0'0.00" B14 B10 146'-4 1/2" 90d0'0.00" 77 D9 B13 90d0'0.00" B14 B10 161'-8 1/16" 90d0'0.00" 78 D10 B13 90d0'0.00" B14 B10 176'-11 5/8" 90d0'0.00" 79 D11 B13 90d0'0.00" B14 B10 192'-3 1/8" 90d0'0.00" 80 D12 B13 90d0'0.00" B14 B10 207'-1 11/16" 90d0'0.00" 81 BD2 B13 90d0'0.00" B14 B13 224'-1 1/16" 90d0'0.00" 82 D13 B13 90d0'0.00" B14 B10 236'-10 13/16" 90d0'0.00" 83 D14 B13 90d0'0.00" B14 B10 251'-9 3/8" 90d0'0.00" 84 D15 B13 90d0'0.00" B14 B10 266'-7 15/16" 90d0'0.00" 85 D16 B13 90d0'0.00" B14 B10 284'-7 13/16" 90d0'0.00" 86 D17 B13 90d0'0.00" B14 B10 302'-7 3/4" 90d0'0.00" 87 D18 B13 90d0'0.00" B14 B10 320'-7 11/16" 90d0'0.00" 88 ED2 B13 -89d57'48.15" B14 B13 341'-1 9/16" -89d57'48.15" 89 ED1 B14 89d57'48.55" B15 B14 8" 89d57'48.55" 90 D1 B14 90d0'0.00" B15 B10 17'-11 15/16" 90d0'0.00" 91 D2 B14 90d0'0.00" B15 B10 35'-11 7/8" 90d0'0.00" 92 D3 B14 90d0'0.00" B15 B10 53'-11 13/16" 90d0'0.00" 93 D4 B14 90d0'0.00" B15 B10 71'-11 11/16" 90d0'0.00" 94 D5 B14 90d0'0.00" B15 B10 86'-10 1/4" 90d0'0.00" 95 D6 B14 90d0'0.00" B15 B10 101'-8 13/16" 90d0'0.00" 96 BD1 B14 90d0'0.00" B15 B14 118'-7/8" 90d0'0.00" 97 D7 B14 90d0'0.00" B15 B10 131'-5 15/16" 90d0'0.00" 98 D8 B14 90d0'0.00" B15 B10 146'-4 1/2" 90d0'0.00" 99 D9 B14 90d0'0.00" B15 B10 161'-8 1/16" 90d0'0.00" 100 D10 B14 90d0'0.00" B15 B10 176'-11 5/8" 90d0'0.00" 101 D11 B14 90d0'0.00" B15 B10 192'-3 1/8" 90d0'0.00" 102 D12 B14 90d0'0.00" B15 B10 207'-1 11/16" 90d0'0.00" 103 BD2 B14 90d0'0.00" B15 B14 224'-9 5/16" 90d0'0.00" 104 D13 B14 90d0'0.00" B15 B10 236'-10 13/16" 90d0'0.00" 105 D14 B14 90d0'0.00" B15 B10 251'-9 3/8" 90d0'0.00" 106 D15 B14 90d0'0.00" B15 B10 266'-7 15/16" 90d0'0.00" 107 D16 B14 90d0'0.00" B15 B10 284'-7 13/16" 90d0'0.00" 108 D17 B14 90d0'0.00" B15 B10 302'-7 3/4" 90d0'0.00" 109 D18 B14 90d0'0.00" B15 B10 320'-7 11/16" 90d0'0.00" 110 ED2 B14 -89d57'48.55" B15 B14 342'-2 3/16" -89d57'48.55" 111 ED1 B15 89d57'48.95" B16 B15 8" 89d57'48.95" 112 D1 B15 90d0'0.00" B16 B10 17'-11 15/16" 90d0'0.00" 113 D2 B15 90d0'0.00" B16 B10 35'-11 7/8" 90d0'0.00" 114 D3 B15 90d0'0.00" B16 B10 53'-11 13/16" 90d0'0.00" TTE 8/10/2005, 2:47:31 AM Page 8 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS DATA _______________ DIAP# DIAP. FROM-BEAM ANGLE FROM TO-BEAM REF-BEAM DIST. L.E.BRG ANGLE FROM MARK MARK FROM-BEAM MARK MARK REF-BEAM REF-BEAM (ft-inch) ____________________________________________________________________________________________________ 115 D4 B15 90d0'0.00" B16 B10 71'-11 11/16" 90d0'0.00" 116 D5 B15 90d0'0.00" B16 B10 86'-10 1/4" 90d0'0.00" 117 D6 B15 90d0'0.00" B16 B10 101'-8 13/16" 90d0'0.00" 118 BD1 B15 90d0'0.00" B16 B15 118'-5 3/16" 90d0'0.00" 119 D7 B15 90d0'0.00" B16 B10 131'-5 15/16" 90d0'0.00" 120 D8 B15 90d0'0.00" B16 B10 146'-4 1/2" 90d0'0.00" 121 D9 B15 90d0'0.00" B16 B10 161'-8 1/16" 90d0'0.00" 122 D10 B15 90d0'0.00" B16 B10 176'-11 5/8" 90d0'0.00" 123 D11 B15 90d0'0.00" B16 B10 192'-3 1/8" 90d0'0.00" 124 D12 B15 90d0'0.00" B16 B10 207'-1 11/16" 90d0'0.00" 125 BD2 B15 90d0'0.00" B16 B15 225'-5 9/16" 90d0'0.00" 126 D13 B15 90d0'0.00" B16 B10 236'-10 13/16" 90d0'0.00" 127 D14 B15 90d0'0.00" B16 B10 251'-9 3/8" 90d0'0.00" 128 D15 B15 90d0'0.00" B16 B10 266'-7 15/16" 90d0'0.00" 129 D16 B15 90d0'0.00" B16 B10 284'-7 13/16" 90d0'0.00" 130 D17 B15 90d0'0.00" B16 B10 302'-7 3/4" 90d0'0.00" 131 D18 B15 90d0'0.00" B16 B10 320'-7 11/16" 90d0'0.00" 132 ED2 B15 -89d57'48.95" B16 B15 343'-2 3/4" -89d57'48.95" 133 ED1 B16 89d57'49.35" B17 B16 8" 89d57'49.35" 134 D1 B16 90d0'0.00" B17 B10 17'-11 15/16" 90d0'0.00" 135 D2 B16 90d0'0.00" B17 B10 35'-11 7/8" 90d0'0.00" 136 D3 B16 90d0'0.00" B17 B10 53'-11 13/16" 90d0'0.00" 137 D4 B16 90d0'0.00" B17 B10 71'-11 11/16" 90d0'0.00" 138 D5 B16 90d0'0.00" B17 B10 86'-10 1/4" 90d0'0.00" 139 D6 B16 90d0'0.00" B17 B10 101'-8 13/16" 90d0'0.00" 140 BD1 B16 90d0'0.00" B17 B16 118'-9 9/16" 90d0'0.00" 141 D7 B16 90d0'0.00" B17 B10 131'-5 15/16" 90d0'0.00" 142 D8 B16 90d0'0.00" B17 B10 146'-4 1/2" 90d0'0.00" 143 D9 B16 90d0'0.00" B17 B10 161'-8 1/16" 90d0'0.00" 144 D10 B16 90d0'0.00" B17 B10 176'-11 5/8" 90d0'0.00" 145 D11 B16 90d0'0.00" B17 B10 192'-3 1/8" 90d0'0.00" 146 D12 B16 90d0'0.00" B17 B10 207'-1 11/16" 90d0'0.00" 147 BD2 B16 90d0'0.00" B17 B16 226'-1 13/16" 90d0'0.00" 148 D13 B16 90d0'0.00" B17 B10 236'-10 13/16" 90d0'0.00" 149 D14 B16 90d0'0.00" B17 B10 251'-9 3/8" 90d0'0.00" 150 D15 B16 90d0'0.00" B17 B10 266'-7 15/16" 90d0'0.00" 151 D16 B16 90d0'0.00" B17 B10 284'-7 13/16" 90d0'0.00" 152 D17 B16 90d0'0.00" B17 B10 302'-7 3/4" 90d0'0.00" 153 D18 B16 90d0'0.00" B17 B10 320'-7 11/16" 90d0'0.00" 154 ED2 B16 -89d57'49.35" B17 B16 344'-3 3/8" -89d57'49.35" 155 ED1 B17 89d57'49.74" B18 B17 8" 89d57'49.74" 156 D1 B17 90d0'0.00" B18 B10 17'-11 15/16" 90d0'0.00" 157 D2 B17 90d0'0.00" B18 B10 35'-11 7/8" 90d0'0.00" 158 D3 B17 90d0'0.00" B18 B10 53'-11 13/16" 90d0'0.00" 159 D4 B17 90d0'0.00" B18 B10 71'-11 11/16" 90d0'0.00" 160 D5 B17 90d0'0.00" B18 B10 86'-10 1/4" 90d0'0.00" 161 D6 B17 90d0'0.00" B18 B10 101'-8 13/16" 90d0'0.00" 162 BD1 B17 90d0'0.00" B18 B17 119'-1 15/16" 90d0'0.00" 163 D7 B17 90d0'0.00" B18 B10 131'-5 15/16" 90d0'0.00" 164 D8 B17 90d0'0.00" B18 B10 146'-4 1/2" 90d0'0.00" 165 D9 B17 90d0'0.00" B18 B10 161'-8 1/16" 90d0'0.00" 166 D10 B17 90d0'0.00" B18 B10 176'-11 5/8" 90d0'0.00" 167 D11 B17 90d0'0.00" B18 B10 192'-3 1/8" 90d0'0.00" 168 D12 B17 90d0'0.00" B18 B10 207'-1 11/16" 90d0'0.00" 169 BD2 B17 90d0'0.00" B18 B17 226'-10 1/16" 90d0'0.00" 170 D13 B17 90d0'0.00" B18 B10 236'-10 13/16" 90d0'0.00" 171 D14 B17 90d0'0.00" B18 B10 251'-9 3/8" 90d0'0.00" 172 D15 B17 90d0'0.00" B18 B10 266'-7 15/16" 90d0'0.00" 173 D16 B17 90d0'0.00" B18 B10 284'-7 13/16" 90d0'0.00" 174 D17 B17 90d0'0.00" B18 B10 302'-7 3/4" 90d0'0.00" 175 D18 B17 90d0'0.00" B18 B10 320'-7 11/16" 90d0'0.00" 176 ED2 B17 -89d57'49.74" B18 B17 345'-4" -89d57'49.74" TTE 8/10/2005, 2:47:31 AM Page 9 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEARINGS ELEVATIONS & ASSEMBLY DATA ___________________________________ * TOP OF PAD ELEV. (DSGN) = TOP OF PAD ELEVATION AS SPECIFIED IN DESIGN DOCUMENTS. * TOP OF WEB ELEV. (CALC) = TOP OF PAD ELEVATION+ASSEMBLY DEPTH +BOT. FLANGE THICKNESS +WEB DEPTH BEARING MARK BEAM MARK TOP OF PAD ASSEMBLY BOT. FLANGE WEB DEPTH TOP OF WEB ELEVATION DEPTH THICKNESS ELEVATION (DSGN) (ft) (ft-inch) (ft-inch) (ft-inch) (CALC) (ft) __________________________________________________________________________________________________ END PIER-1 B10 1115.6200 5 3/8" 1 1/2" 4'-6" 1120.6929 END PIER-1 B11 1116.1900 5 3/8" 1 1/2" 4'-6" 1121.2629 END PIER-1 B12 1116.7500 5 3/8" 1 1/2" 4'-6" 1121.8229 END PIER-1 B13 1117.3200 5 3/8" 1 1/2" 4'-6" 1122.3929 END PIER-1 B14 1117.8800 5 3/8" 1 1/2" 4'-6" 1122.9529 END PIER-1 B15 1118.4500 5 3/8" 1 1/2" 4'-6" 1123.5229 END PIER-1 B16 1119.0200 5 3/8" 1 1/2" 4'-6" 1124.0929 END PIER-1 B17 1119.5800 5 3/8" 1 1/2" 4'-6" 1124.6529 END PIER-1 B18 1120.1500 5 3/8" 1 1/2" 4'-6" 1125.2229 PIER-1 B10 1115.9000 7" 1 1/2" 4'-6" 1121.1083 PIER-1 B11 1116.5100 6 3/8" 1 1/2" 4'-6" 1121.6663 PIER-1 B12 1117.0700 6 3/8" 1 1/2" 4'-6" 1122.2263 PIER-1 B13 1117.6000 7" 1 1/2" 4'-6" 1122.8083 PIER-1 B14 1118.1700 7" 1 1/2" 4'-6" 1123.3783 PIER-1 B15 1118.7300 7" 1 1/2" 4'-6" 1123.9383 PIER-1 B16 1119.3400 6 3/8" 1 1/2" 4'-6" 1124.4963 PIER-1 B17 1119.9000 6 3/8" 1 1/2" 4'-6" 1125.0563 PIER-1 B18 1120.4300 7" 1 1/2" 4'-6" 1125.6383 PIER-2 B10 1116.8500 7" 1 1/2" 4'-6" 1122.0583 PIER-2 B11 1117.4500 6 3/8" 1 1/2" 4'-6" 1122.6063 PIER-2 B12 1118.0200 6 3/8" 1 1/2" 4'-6" 1123.1763 PIER-2 B13 1118.5500 7" 1 1/2" 4'-6" 1123.7583 PIER-2 B14 1119.1100 7" 1 1/2" 4'-6" 1124.3183 PIER-2 B15 1119.6800 7" 1 1/2" 4'-6" 1124.8883 PIER-2 B16 1120.2800 6 3/8" 1 1/2" 4'-6" 1125.4363 PIER-2 B17 1120.8500 6 3/8" 1 1/2" 4'-6" 1126.0063 PIER-2 B18 1121.3800 7" 1 1/2" 4'-6" 1126.5883 END PIER-2 B10 1118.6600 5 3/8" 1 1/2" 4'-6" 1123.7329 END PIER-2 B11 1119.2200 5 3/8" 1 1/2" 4'-6" 1124.2929 END PIER-2 B12 1119.7900 5 3/8" 1 1/2" 4'-6" 1124.8629 END PIER-2 B13 1120.3500 5 3/8" 1 1/2" 4'-6" 1125.4229 END PIER-2 B14 1120.9200 5 3/8" 1 1/2" 4'-6" 1125.9929 END PIER-2 B15 1121.4900 5 3/8" 1 1/2" 4'-6" 1126.5629 END PIER-2 B16 1122.0500 5 3/8" 1 1/2" 4'-6" 1127.1229 END PIER-2 B17 1122.6200 5 3/8" 1 1/2" 4'-6" 1127.6929 END PIER-2 B18 1123.1800 5 3/8" 1 1/2" 4'-6" 1128.2529 TTE 8/10/2005, 2:47:31 AM Page 10 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO CAMBER POINTS DATA __________________ * STIFF (DSPLINE) CAMBER FITTING CURVES ARE USED. * CAMBER & GRADE DIAGRAM CURVES ARE ASSUMED TO BE CONTINUOUS SMOOTH CURVES. * FUDGE OPTION IS NOT USED: GRADE LINES IN GRADE/CAMBER DIAGRAMS CONNECT SPECIFIED OR CALCULATED TOP OF WEB ELEVATIONS AT BEARINGS. * TOTAL AND GEOMETRIC CAMBER VALUES REFERENCE GRADE LINES. * GEOMETRIC CAMBER FOR GIVEN CAMBER POINTS WILL BE CALCULATED BY PROGRAM FROM SURVEY DATA. * GEOMETRIC CAMBER FOR OTHER POINTS WILL CALCULATED BY PROGRAM FROM SURVEY DATA. * DEAD LOAD CAMBER FOR GIVEN CAMBER POINTS WILL BE CALCULATED BY THE PROGRAM AS... DEAD LOAD CAMBER = TOTAL CAMBER - GEOMETRIC CAMBER * DEAD LOAD CAMBER FOR OTHER POINTS WILL BE INTERPOLATED FROM GIVEN VALUES. * TOTAL CAMBER FOR GIVEN CAMBER POINTS IS AS INPUT BY USER. NOT CALCULATED BY PROGRAM. * TOTAL CAMBER FOR OTHER POINTS WILL BE INTERPOLATED FROM GIVEN VALUES. * MAXIMUM CAMBER POINTS SPACING IN CAMBER & GRADE DIAGRAMS = 10'-0" (ft-inch) BEAM B10 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 46'-2 11/16" 5/8" 0" 0" 2 3/16" 3 1 46'-2 11/16" 5/16" 0" 0" 3/4" 4 2 0" 0" 0" 0" 0" 5 2 32'-8 13/16" -3/16" 0" 0" -1 5/16" 6 2 19'-11 5/8" -3/16" 0" 0" -1 1/2" 7 2 19'-11 5/8" -3/16" 0" 0" -1 7/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-2 1/8" 5/16" 0" 0" 13/16" 10 3 46'-2 11/16" 5/8" 0" 0" 2 3/16" 11 3 46'-2 9/16" 0" 0" 0" 0" BEAM B11 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 47'-4 7/16" 5/8" 0" 0" 2 5/16" 3 1 47'-4 7/16" 5/16" 0" 0" 13/16" 4 2 0" 0" 0" 0" 0" 5 2 32'-10" -3/16" 0" 0" -1 5/16" 6 2 20'-3/8" -1/4" 0" 0" -1 9/16" 7 2 20'-3/8" -3/16" 0" 0" -1 3/8" 8 3 0" 0" 0" 0" 0" 9 3 24'-3" 5/16" 0" 0" 15/16" 10 3 46'-4 7/16" 5/8" 0" 0" 2 1/8" 11 3 46'-4 5/16" 0" 0" 0" 0" TTE 8/10/2005, 2:47:31 AM Page 11 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM B12 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 46'-6 1/8" 11/16" 0" 0" 2 1/2" 3 1 46'-6 1/8" 5/16" 0" 0" 7/8" 4 2 0" 0" 0" 0" 0" 5 2 32'-11 1/4" -3/16" 0" 0" -1 5/16" 6 2 20'-1 1/8" -1/4" 0" 0" -1 9/16" 7 2 20'-1 1/8" -3/16" 0" 0" -1 3/8" 8 3 0" 0" 0" 0" 0" 9 3 24'-3 15/16" 5/16" 0" 0" 15/16" 10 3 46'-6 1/8" 11/16" 0" 0" 2 1/2" 11 3 46'-6 1/16" 0" 0" 0" 0" BEAM B13 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 46'-7 13/16" 11/16" 0" 0" 2 9/16" 3 1 46'-7 13/16" 5/16" 0" 0" 15/16" 4 2 0" 0" 0" 0" 0" 5 2 33'-7/16" -3/16" 0" 0" -1 3/8" 6 2 20'-1 7/8" -1/4" 0" 0" -1 9/16" 7 2 20'-1 7/8" -3/16" 0" 0" -1 7/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-4 13/16" 5/16" 0" 0" 1" 10 3 46'-7 13/16" 11/16" 0" 0" 2 9/16" 11 3 46'-7 7/8" 0" 0" 0" 0" BEAM B14 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 46'-9 9/16" 11/16" 0" 0" 2 11/16" 3 1 46'-9 9/16" 5/16" 0" 0" 15/16" 4 2 0" 0" 0" 0" 0" 5 2 33'-1 11/16" -3/16" 0" 0" -1 3/8" 6 2 20'-2 9/16" -1/4" 0" 0" -1 9/16" 7 2 20'-2 9/16" -3/16" 0" 0" -1 7/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-5 11/16" 5/16" 0" 0" 1" 10 3 46'-9 9/16" 11/16" 0" 0" 2 11/16" 11 3 46'-9 5/8" 0" 0" 0" 0" BEAM B15 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 46'-11 3/16" 11/16" 0" 0" 2 3/4" 3 1 46'-11 3/16" 5/16" 0" 0" 15/16" 4 2 0" 0" 0" 0" 0" 5 2 33'-2 7/8" -3/16" 0" 0" -1 3/8" TTE 8/10/2005, 2:47:31 AM Page 12 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM B15 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 6 2 20'-3 5/16" -1/4" 0" 0" -1 5/8" 7 2 20'-3 5/16" -3/16" 0" 0" -1 7/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-6 5/8" 5/16" 0" 0" 1" 10 3 46'-11 3/16" 11/16" 0" 0" 2 3/4" 11 3 46'-11 3/8" 0" 0" 0" 0" BEAM B16 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 47'-15/16" 11/16" 0" 0" 2 3/4" 3 1 47'-15/16" 5/16" 0" 0" 15/16" 4 2 0" 0" 0" 0" 0" 5 2 33'-4 1/16" -1/4" 0" 0" -1 7/16" 6 2 20'-4 1/16" -1/4" 0" 0" -1 5/8" 7 2 20'-4 1/16" -1/4" 0" 0" -1 1/2" 8 3 0" 0" 0" 0" 0" 9 3 24'-7 1/2" 5/16" 0" 0" 1 1/16" 10 3 47'-15/16" 11/16" 0" 0" 2 3/4" 11 3 47'-1 1/8" 0" 0" 0" 0" BEAM B17 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 47'-2 11/16" 3/4" 0" 0" 2 13/16" 3 1 47'-2 11/16" 3/8" 0" 0" 1 3/16" 4 2 0" 0" 0" 0" 0" 5 2 33'-5 5/16" -1/4" 0" 0" -1 1/2" 6 2 20'-4 13/16" -1/4" 0" 0" -1 11/16" 7 2 20'-4 13/16" -1/4" 0" 0" -1 9/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-8 3/8" 3/8" 0" 0" 1 1/4" 10 3 47'-2 11/16" 3/4" 0" 0" 2 11/16" 11 3 47'-2 7/8" 0" 0" 0" 0" BEAM B18 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 2 1 47'-4 3/8" 3/4" 0" 0" 2 3/4" 3 1 47'-4 3/8" 3/8" 0" 0" 1" 4 2 0" 0" 0" 0" 0" 5 2 33'-6 1/2" -1/4" 0" 0" -1 1/2" 6 2 20'-5 9/16" -1/4" 0" 0" -1 11/16" 7 2 20'-5 9/16" -1/4" 0" 0" -1 9/16" 8 3 0" 0" 0" 0" 0" 9 3 24'-9 5/16" 3/8" 0" 0" 1 1/16" 10 3 47'-4 3/8" 3/4" 0" 0" 2 3/4" TTE 8/10/2005, 2:47:31 AM Page 13 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM B18 ________ POINT # SPAN # SPACING STEEL WEIGHT TOTAL DEAD GEOMETRIC TOTAL CAMBER CAMBER LOAD CAMBER (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 11 3 47'-4 5/8" 0" 0" 0" 0" TTE 8/10/2005, 2:47:31 AM Page 14 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ OUTPUT ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ TTE 8/10/2005, 2:47:31 AM Page 15 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO **************************************************************************************************** IMPORTANT NOTES --------------- 1- TOP OF DECK ELEVATIONS ARE DEPENDENT ON VERTICAL CURVE DATA AND DECK CROSS-SECTION DATA. IF SUCH DATA IS MISSING THEN IGNORE CALCULATED TOP OF DECK ELEVATIONS. 2- SLAB+BOLSTER DEPTH IS DEPENDENT ON TOP OF DECK ELEVATIONS AND DEAD LOAD CAMBER. IF SUCH DATA IS MISSING THEN IGNORE CALCULATED SLAB+BOLSTER DEPTH VALUES. 3- CAMBER, AND GRADE DIAGRAMS ARE NOT AFFECTED BY MISSING DECK ELEVATIONS AND DECK CROSS- SECTION DATA AS LONG AS TOTAL CAMBER IS GIVEN OR IS CALCULATED FROM OTHER CAMBER DATA. 4- DIAPHRAGM DROPS ARE ONLY AFFECTED BY CAMBER VALUES WETHER CALCULATED OR GIVEN. 5- GEMETRIC CAMBER CAN ONLY BE CALCULATED IF VERTICAL CURVE DATA AND DECK CROSS SECTION DATA ARE INPUT INTO BRIDGE WORKS. **************************************************************************************************** TTE 8/10/2005, 2:47:31 AM Page 16 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO TOP OF PAD ELEVATIONS CHECK ___________________________ * THIS IS A CHECK OF TOP OF PAD ELEVATIONS FROM SURVEY DATA ASSUMING A UNIFORM SLAB+BOLSTER DEPTH FOR EACH BEAM. * THESE VALUES ARE COMPARED AGAINST DESIGN TOP OF PAD ELEVATIONS. * BM ASSEMBLY DEPTH = BEAM WEB DEPTH + BOTTOM FLANGE THICKNESS + SHOE ASSEMBLY DEPTH * DSGN S+B DEPTH = ASSUMED DESIGN VALUE OF SLAB+BOLSTER DEPTH FOR EACH BEAM * CALC. T.O.PAD ELEV. = TOP OF DECK ELEVATION - (DESIGN SLAB+BOLSTER DEPTH) - BEAM ASSEMBLY DEPTH * DSGN T.O.PAD ELEV. = TOP OF PAD ELEVATION AS SPECIFIED IN DESIGN DOCUMENTS * DIFF. = CALC. T.O.PAD ELEV. - DSGN T.O.PAD ELEV. BRG MARK BEAM MARK T.O. DECK DSGN S+B BM ASSEMBLY CALC. T.O. DSGN T.O. DIFF. DIFF. ELEV. DEPTH DEPTH PAD ELEV. PAD ELEV. (ft) (ft-inch) (ft-inch) (ft) (ft) (ft)(ft-inch) ____________________________________________________________________________________________________ END PIER-1 B10 1121.6135 11" 5'-7/8" 1115.6239 1115.6200 0.0039 1/16" END PIER-1 B11 1122.1794 11" 5'-7/8" 1116.1898 1116.1900 -0.0002 0" END PIER-1 B12 1122.7453 11" 5'-7/8" 1116.7557 1116.7500 0.0057 1/16" END PIER-1 B13 1123.3112 11" 5'-7/8" 1117.3216 1117.3200 0.0016 0" END PIER-1 B14 1123.8771 11" 5'-7/8" 1117.8876 1117.8800 0.0076 1/16" END PIER-1 B15 1124.4431 11" 5'-7/8" 1118.4535 1118.4500 0.0035 1/16" END PIER-1 B16 1125.0090 11" 5'-7/8" 1119.0194 1119.0200 -0.0006 0" END PIER-1 B17 1125.5749 11" 5'-7/8" 1119.5853 1119.5800 0.0053 1/16" END PIER-1 B18 1126.1408 11" 5'-7/8" 1120.1512 1120.1500 0.0012 0" PIER-1 B10 1122.0185 11" 5'-2 1/2" 1115.8935 1115.9000 -0.0065 -1/16" PIER-1 B11 1122.5844 11" 5'-1 7/8" 1116.5115 1116.5100 0.0015 0" PIER-1 B12 1123.1504 11" 5'-1 7/8" 1117.0775 1117.0700 0.0075 1/16" PIER-1 B13 1123.7163 11" 5'-2 1/2" 1117.5913 1117.6000 -0.0087 -1/8" PIER-1 B14 1124.2822 11" 5'-2 1/2" 1118.1572 1118.1700 -0.0128 -1/8" PIER-1 B15 1124.8481 11" 5'-2 1/2" 1118.7231 1118.7300 -0.0069 -1/16" PIER-1 B16 1125.4141 11" 5'-1 7/8" 1119.3411 1119.3400 0.0011 0" PIER-1 B17 1125.9800 11" 5'-1 7/8" 1119.9071 1119.9000 0.0071 1/16" PIER-1 B18 1126.5459 11" 5'-2 1/2" 1120.4209 1120.4300 -0.0091 -1/8" PIER-2 B10 1122.9640 11" 5'-2 1/2" 1116.8390 1116.8500 -0.0110 -1/8" PIER-2 B11 1123.5299 11" 5'-1 7/8" 1117.4570 1117.4500 0.0070 1/16" PIER-2 B12 1124.0958 11" 5'-1 7/8" 1118.0229 1118.0200 0.0029 1/16" PIER-2 B13 1124.6617 11" 5'-2 1/2" 1118.5367 1118.5500 -0.0133 -3/16" PIER-2 B14 1125.2276 11" 5'-2 1/2" 1119.1026 1119.1100 -0.0074 -1/16" PIER-2 B15 1125.7936 11" 5'-2 1/2" 1119.6686 1119.6800 -0.0114 -1/8" PIER-2 B16 1126.3595 11" 5'-1 7/8" 1120.2866 1120.2800 0.0066 1/16" PIER-2 B17 1126.9254 11" 5'-1 7/8" 1120.8525 1120.8500 0.0025 0" PIER-2 B18 1127.4913 11" 5'-2 1/2" 1121.3663 1121.3800 -0.0137 -3/16" END PIER-2 B10 1124.6509 11" 5'-7/8" 1118.6613 1118.6600 0.0013 0" END PIER-2 B11 1125.2169 11" 5'-7/8" 1119.2273 1119.2200 0.0073 1/16" END PIER-2 B12 1125.7829 11" 5'-7/8" 1119.7933 1119.7900 0.0033 1/16" END PIER-2 B13 1126.3489 11" 5'-7/8" 1120.3593 1120.3500 0.0093 1/8" END PIER-2 B14 1126.9149 11" 5'-7/8" 1120.9253 1120.9200 0.0053 1/16" END PIER-2 B15 1127.4808 11" 5'-7/8" 1121.4913 1121.4900 0.0013 0" END PIER-2 B16 1128.0468 11" 5'-7/8" 1122.0572 1122.0500 0.0072 1/16" END PIER-2 B17 1128.6128 11" 5'-7/8" 1122.6232 1122.6200 0.0032 1/16" END PIER-2 B18 1129.1788 11" 5'-7/8" 1123.1892 1123.1800 0.0092 1/8" TTE 8/10/2005, 2:47:31 AM Page 17 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO TOP OF WEB ELEVATIONS AT BEARINGS CHECK _______________________________________ * THIS CHECK APPLIES ONLY IF TOP OF WEB ELEVATIONS AT BEARINGS WHERE SUPPLIED BY DESIGN DATA. * TOP OF WEB ELEVATIONS AT BEARINGS WERE CALCULATED FROM DESIGN TOP OF PAD ELEVATIONS. * SEE BEARINGS ELEVATIONS & ASSEMBLY INPUT DATA. TTE 8/10/2005, 2:47:31 AM Page 18 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO CAMBERED ELEVATIONS AT BEARINGS CHECK _____________________________________ * CAMBERED ELEVATIONS AT BEARINGS CHECK WAS NOT REQUESTED. TTE 8/10/2005, 2:47:31 AM Page 19 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B10 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1761 753'-11 15/16" 122'-1 15/16" 1121.6135 11 1/16" 1120.6929 0" 116'-7 7/16" 116'-7 7/16" .0036 PIER-1 9+72.7400 865'-10 11/16" 154'-11 15/16" 1122.0185 10 15/16" 1121.1083 116'-7 7/16" 105'-4 7/8" 105'-4 15/16" .0090 PIER-2 10+79.0000 965'-9 7/16" 188'-7 3/16" 1122.9640 10 7/8" 1122.0583 222'-5/16" 116'-7 3/8" 116'-7 1/2" .0144 END PIER-2 11+96.5639 1074'-9 5/16" 230'-3/4" 1124.6509 11" 1123.7329 338'-7 11/16" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 92'-5 1/4" 92'-5 1/4" FS1 9+48.3650 842'-9 5/8" 147'-9 3/4" 1121.8792 10 15/16" 1121.0847 149'-4 1/4" 56'-11" FS2 10+05.7400 897'-9/16" 165'-3/8" 1122.2532 10 7/8" 1121.2940 189'-3 1/2" 39'-11 1/4" FS3 10+46.0000 934'-10 3/4" 177'-9 3/16" 1122.6115 10 7/8" 1121.6435 TTE 8/10/2005, 2:47:31 AM Page 20 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 246'-2 7/16" 56'-10 15/16" FS4 11+03.3750 988'-6 1/4" 196'-9 15/16" 1123.2584 10 7/8" 1122.4732 92'-5 1/4" TTE 8/10/2005, 2:47:31 AM Page 21 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B10 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1121.6135 2 1 9'-2 15/16" 5/8" 3/16" 7/8" -5/16" 1121.6210 3 1 9'-2 15/16" 1 3/16" 5/16" 1 11/16" -9/16" 1121.6328 4 1 9'-2 15/16" 1 11/16" 7/16" 2 3/8" -3/4" 1121.6488 5 1 9'-2 7/8" 2" 9/16" 2 7/8" -7/8" 1121.6690 6 1 9'-2 15/16" 2 3/16" 5/8" 3 1/8" -15/16" 1121.6935 7 1 9'-2 15/16" 2 1/8" 5/8" 3 1/8" -1" 1121.7221 8 1 9'-2 15/16" 1 7/8" 9/16" 2 13/16" -1" 1121.7551 9 1 9'-2 15/16" 1 1/2" 1/2" 2 3/8" -15/16" 1121.7922 10 1 9'-2 15/16" 1 1/8" 3/8" 1 7/8" -13/16" 1121.8336 11 1 9'-2 7/8" 3/4" 5/16" 1 7/16" -11/16" 1121.8792 12 1 8'-3/4" 1/2" 3/16" 15/16" -1/2" 1121.9224 13 1 8'-11/16" 1/4" 1/8" 7/16" -1/4" 1121.9689 14 2 8'-3/4" 0" 0" 0" 0" 1122.0185 15 2 8'-2 3/16" -5/16" -1/16" -1/4" -1/4" 1122.0722 16 2 8'-2 3/16" -11/16" -1/8" -3/8" -7/16" 1122.1293 17 2 8'-2 3/16" -1 1/16" -1/8" -1/2" -9/16" 1122.1896 18 2 8'-2 1/4" -1 5/16" -3/16" -5/8" -11/16" 1122.2532 19 2 9'-11 13/16" -1 1/2" -3/16" -11/16" -13/16" 1122.3354 20 2 9'-11 13/16" -1 1/2" -3/16" -11/16" -13/16" 1122.4225 21 2 9'-11 13/16" -1 9/16" -3/16" -3/4" -13/16" 1122.5145 22 2 9'-11 13/16" -1 7/16" -3/16" -3/4" -11/16" 1122.6115 23 2 8'-2 3/16" -1 1/8" -1/8" -5/8" -9/16" 1122.6946 24 2 8'-2 3/16" -3/4" -1/8" -1/2" -7/16" 1122.7811 25 2 8'-2 3/16" -3/8" -1/16" -1/4" -1/4" 1122.8709 26 3 8'-2 1/4" 0" 0" 0" 0" 1122.9640 27 3 8'-11/16" 5/16" 1/8" 7/16" -1/4" 1123.0589 28 3 8'-11/16" 9/16" 3/16" 1" -1/2" 1123.1570 29 3 8'-3/4" 13/16" 5/16" 1 1/2" -11/16" 1123.2584 30 3 9'-2 15/16" 1 1/8" 3/8" 1 15/16" -13/16" 1123.3786 31 3 9'-2 15/16" 1 9/16" 1/2" 2 7/16" -15/16" 1123.5031 32 3 9'-2 7/8" 1 7/8" 9/16" 2 7/8" -1" 1123.6317 33 3 9'-2 15/16" 2 1/8" 5/8" 3 1/8" -1" 1123.7646 34 3 9'-2 15/16" 2 3/16" 5/8" 3 1/8" -15/16" 1123.9018 35 3 9'-2 15/16" 2" 9/16" 2 7/8" -7/8" 1124.0431 36 3 9'-2 15/16" 1 5/8" 7/16" 2 3/8" -3/4" 1124.1887 37 3 9'-2 15/16" 1 3/16" 5/16" 1 11/16" -9/16" 1124.3386 38 3 9'-2 7/8" 5/8" 3/16" 7/8" -5/16" 1124.4926 39 3 9'-2 15/16" 0" 0" 0" 0" 1124.6509 TTE 8/10/2005, 2:47:31 AM Page 22 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B11 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1725 756'-3 7/16" 113'-8 1/2" 1122.1794 11" 1121.2629 0" 116'-11 3/4" 116'-11 3/4" .0034 PIER-1 9+72.7400 868'-6 5/16" 146'-7 11/16" 1122.5844 11" 1121.6663 116'-11 3/4" 105'-8 13/16" 105'-8 7/8" .0089 PIER-2 10+79.0000 968'-8 13/16" 180'-4 3/16" 1123.5299 11 1/16" 1122.6063 222'-8 9/16" 116'-11 3/4" 116'-11 7/8" .0144 END PIER-2 11+96.5675 1078'-3/4" 221'-11 5/16" 1125.2169 11 1/16" 1124.2929 339'-8 5/16" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 92'-8 3/4" 92'-8 3/4" FS1 9+48.3650 845'-4 7/16" 139'-5 1/4" 1122.4451 11" 1121.6562 149'-9 13/16" 57'-1 1/16" FS2 10+05.7400 899'-9 3/8" 156'-8 9/16" 1122.8192 11 1/16" 1121.8488 189'-10 1/2" 40'-11/16" FS3 10+46.0000 937'-9" 169'-5 13/16" 1123.1774 11 1/16" 1122.1997 TTE 8/10/2005, 2:47:31 AM Page 23 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 246'-11 9/16" 57'-1 1/16" FS4 11+03.3750 991'-6 1/2" 188'-7 1/4" 1123.8243 11 1/16" 1123.0341 92'-8 3/4" TTE 8/10/2005, 2:47:31 AM Page 24 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B11 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1122.1794 2 1 9'-3 1/4" 5/8" 3/16" 7/8" -5/16" 1122.1869 3 1 9'-3 5/16" 1 1/4" 5/16" 1 11/16" -9/16" 1122.1987 4 1 9'-3 1/4" 1 3/4" 7/16" 2 7/16" -3/4" 1122.2147 5 1 9'-3 5/16" 2 1/8" 9/16" 2 15/16" -7/8" 1122.2349 6 1 9'-3 1/4" 2 5/16" 5/8" 3 1/4" -15/16" 1122.2594 7 1 9'-3 1/4" 2 1/4" 5/8" 3 1/4" -1" 1122.2881 8 1 9'-3 5/16" 2 1/16" 9/16" 3" -1" 1122.3210 9 1 9'-3 1/4" 1 11/16" 1/2" 2 9/16" -15/16" 1122.3581 10 1 9'-3 1/4" 1 1/4" 7/16" 2 1/16" -13/16" 1122.3995 11 1 9'-3 5/16" 7/8" 5/16" 1 9/16" -11/16" 1122.4451 12 1 8'-1" 5/8" 1/4" 1 1/16" -1/2" 1122.4884 13 1 8'-1" 5/16" 1/8" 7/16" -1/4" 1122.5348 14 2 8'-1" 0" 0" 0" 0" 1122.5844 15 2 8'-2 9/16" -5/16" -1/16" -1/4" -1/4" 1122.6382 16 2 8'-2 1/2" -11/16" -1/8" -3/8" -7/16" 1122.6952 17 2 8'-2 1/2" -1" -1/8" -1/2" -9/16" 1122.7555 18 2 8'-2 1/2" -1 5/16" -3/16" -5/8" -11/16" 1122.8192 19 2 8'-1/8" -1 1/2" -1/4" -11/16" -13/16" 1122.8845 20 2 8'-1/8" -1 9/16" -1/4" -3/4" -13/16" 1122.9530 21 2 8'-3/16" -1 9/16" -1/4" -3/4" -13/16" 1123.0246 22 2 8'-1/8" -1 1/2" -1/4" -3/4" -13/16" 1123.0994 23 2 8'-1/8" -1 3/8" -3/16" -11/16" -11/16" 1123.1774 24 2 8'-2 1/2" -1 1/16" -1/8" -9/16" -9/16" 1123.2605 25 2 8'-2 1/2" -3/4" -1/8" -7/16" -7/16" 1123.3470 26 2 8'-2 9/16" -3/8" -1/16" -1/4" -1/4" 1123.4368 27 3 8'-2 1/2" 0" 0" 0" 0" 1123.5299 28 3 8'-1" 5/16" 1/8" 1/2" -1/4" 1123.6248 29 3 8'-1" 11/16" 3/16" 1 1/8" -1/2" 1123.7230 30 3 8'-1" 15/16" 5/16" 1 5/8" -11/16" 1123.8243 31 3 9'-3 5/16" 1 1/4" 3/8" 2 1/16" -13/16" 1123.9445 32 3 9'-3 1/4" 1 5/8" 1/2" 2 1/2" -15/16" 1124.0690 33 3 9'-3 1/4" 1 15/16" 9/16" 2 7/8" -1" 1124.1977 34 3 9'-3 5/16" 2 1/8" 5/8" 3 1/8" -1" 1124.3306 35 3 9'-3 1/4" 2 1/8" 5/8" 3 1/16" -15/16" 1124.4677 36 3 9'-3 5/16" 1 15/16" 9/16" 2 13/16" -7/8" 1124.6091 37 3 9'-3 1/4" 1 9/16" 7/16" 2 5/16" -3/4" 1124.7547 38 3 9'-3 1/4" 1 1/8" 5/16" 1 5/8" -9/16" 1124.9045 39 3 9'-3 5/16" 9/16" 3/16" 13/16" -5/16" 1125.0586 40 3 9'-3 1/4" 0" 0" 0" 0" 1125.2169 TTE 8/10/2005, 2:47:31 AM Page 25 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B12 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1689 758'-6 15/16" 105'-3" 1122.7453 11 1/16" 1121.8229 0" 117'-4 1/8" 117'-4 1/8" .0034 PIER-1 9+72.7400 871'-2" 138'-3 7/16" 1123.1504 11 1/16" 1122.2263 117'-4 1/8" 106'-11/16" 106'-3/4" .0090 PIER-2 10+79.0000 971'-8 3/16" 172'-1 3/16" 1124.0958 11 1/16" 1123.1763 223'-4 13/16" 117'-4 1/8" 117'-4 1/4" .0144 END PIER-2 11+96.5711 1081'-4 3/16" 213'-9 7/8" 1125.7829 11 1/16" 1124.8629 340'-8 15/16" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 93'-3/16" 93'-3/16" FS1 9+48.3650 847'-11 1/4" 131'-11/16" 1123.0111 11 1/16" 1122.2156 150'-3 3/8" 57'-3 3/16" FS2 10+05.7400 902'-6 3/16" 148'-4 11/16" 1123.3851 11 1/16" 1122.4119 190'-5 9/16" 40'-2 3/16" FS3 10+46.0000 940'-7 3/16" 161'-2 3/8" 1123.7433 11 1/16" 1122.7666 TTE 8/10/2005, 2:47:31 AM Page 26 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 247'-8 3/4" 57'-3 3/16" FS4 11+03.3750 994'-6 11/16" 180'-4 9/16" 1124.3902 11 1/16" 1123.6041 93'-3/16" TTE 8/10/2005, 2:47:31 AM Page 27 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B12 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1122.7453 2 1 9'-3 5/8" 11/16" 3/16" 15/16" -5/16" 1122.7528 3 1 9'-3 5/8" 1 3/8" 3/8" 1 13/16" -9/16" 1122.7646 4 1 9'-3 5/8" 1 7/8" 1/2" 2 5/8" -3/4" 1122.7806 5 1 9'-3 5/8" 2 5/16" 5/8" 3 3/16" -7/8" 1122.8008 6 1 9'-3 5/8" 2 1/2" 11/16" 3 7/16" -15/16" 1122.8253 7 1 9'-3 9/16" 2 7/16" 11/16" 3 7/16" -1" 1122.8540 8 1 9'-3 5/8" 2 1/8" 5/8" 3 1/8" -1" 1122.8869 9 1 9'-3 5/8" 1 3/4" 1/2" 2 5/8" -15/16" 1122.9241 10 1 9'-3 5/8" 1 1/4" 7/16" 2 1/16" -13/16" 1122.9654 11 1 9'-3 5/8" 7/8" 5/16" 1 9/16" -11/16" 1123.0111 12 1 8'-1 5/16" 9/16" 3/16" 1 1/16" -1/2" 1123.0543 13 1 8'-1 5/16" 5/16" 1/8" 7/16" -1/4" 1123.1007 14 2 8'-1 5/16" 0" 0" 0" 0" 1123.1504 15 2 8'-2 13/16" -5/16" -1/16" -1/4" -1/4" 1123.2041 16 2 8'-2 13/16" -11/16" -1/8" -3/8" -7/16" 1123.2611 17 2 8'-2 13/16" -1" -1/8" -1/2" -9/16" 1123.3214 18 2 8'-2 13/16" -1 5/16" -3/16" -5/8" -11/16" 1123.3851 19 2 8'-7/16" -1 1/2" -1/4" -11/16" -13/16" 1123.4504 20 2 8'-7/16" -1 9/16" -1/4" -3/4" -13/16" 1123.5189 21 2 8'-7/16" -1 9/16" -1/4" -3/4" -13/16" 1123.5905 22 2 8'-7/16" -1 1/2" -1/4" -3/4" -13/16" 1123.6653 23 2 8'-7/16" -1 3/8" -3/16" -11/16" -11/16" 1123.7433 24 2 8'-2 13/16" -1 1/16" -1/8" -9/16" -9/16" 1123.8265 25 2 8'-2 13/16" -3/4" -1/8" -7/16" -7/16" 1123.9129 26 2 8'-2 13/16" -3/8" -1/16" -1/4" -1/4" 1124.0027 27 3 8'-2 13/16" 0" 0" 0" 0" 1124.0958 28 3 8'-1 5/16" 5/16" 1/8" 1/2" -1/4" 1124.1907 29 3 8'-1 5/16" 5/8" 3/16" 1 1/16" -1/2" 1124.2889 30 3 8'-1 5/16" 15/16" 5/16" 1 5/8" -11/16" 1124.3902 31 3 9'-3 5/8" 1 5/16" 7/16" 2 1/8" -13/16" 1124.5105 32 3 9'-3 5/8" 1 3/4" 1/2" 2 11/16" -15/16" 1124.6349 33 3 9'-3 9/16" 2 3/16" 5/8" 3 1/8" -1" 1124.7636 34 3 9'-3 5/8" 2 7/16" 11/16" 3 7/16" -1" 1124.8965 35 3 9'-3 5/8" 2 1/2" 11/16" 3 7/16" -15/16" 1125.0337 36 3 9'-3 5/8" 2 5/16" 5/8" 3 3/16" -7/8" 1125.1751 37 3 9'-3 5/8" 1 7/8" 1/2" 2 9/16" -3/4" 1125.3207 38 3 9'-3 5/8" 1 5/16" 3/8" 1 13/16" -9/16" 1125.4705 39 3 9'-3 5/8" 11/16" 3/16" 15/16" -5/16" 1125.6246 40 3 9'-3 5/8" 0" 0" 0" 0" 1125.7829 TTE 8/10/2005, 2:47:31 AM Page 28 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B13 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1653 760'-10 3/8" 96'-9 9/16" 1123.3112 11" 1122.3929 0" 117'-8 1/2" 117'-8 1/2" .0035 PIER-1 9+72.7400 873'-9 5/8" 129'-11 3/16" 1123.7163 10 7/8" 1122.8083 117'-8 1/2" 106'-4 9/16" 106'-4 5/8" .0089 PIER-2 10+79.0000 974'-7 1/2" 163'-10 3/16" 1124.6617 10 13/16" 1123.7583 224'-1 1/16" 117'-8 1/2" 117'-8 5/8" .0141 END PIER-2 11+96.5747 1084'-7 5/8" 205'-8 7/16" 1126.3489 11 1/8" 1125.4229 341'-9 9/16" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 93'-3 11/16" 93'-3 11/16" FS1 9+48.3650 850'-6 1/16" 122'-8 3/16" 1123.5770 10 15/16" 1122.8003 150'-8 15/16" 57'-5 1/4" FS2 10+05.7400 905'-3" 140'-13/16" 1123.9510 10 7/8" 1122.9888 191'-5/8" 40'-3 11/16" FS3 10+46.0000 943'-5 7/16" 152'-11" 1124.3092 10 7/8" 1123.3435 TTE 8/10/2005, 2:47:31 AM Page 29 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 248'-5 7/8" 57'-5 1/4" FS4 11+03.3750 997'-6 7/8" 172'-1 13/16" 1124.9562 10 7/8" 1124.1868 93'-3 11/16" TTE 8/10/2005, 2:47:31 AM Page 30 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B13 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1123.3112 2 1 9'-3 15/16" 11/16" 3/16" 15/16" -5/16" 1123.3188 3 1 9'-4" 1 3/8" 3/8" 1 7/8" -9/16" 1123.3305 4 1 9'-3 15/16" 1 15/16" 1/2" 2 5/8" -3/4" 1123.3465 5 1 9'-4" 2 3/8" 5/8" 3 3/16" -7/8" 1123.3667 6 1 9'-3 15/16" 2 9/16" 11/16" 3 1/2" -15/16" 1123.3912 7 1 9'-4" 2 1/2" 11/16" 3 1/2" -1" 1123.4199 8 1 9'-3 15/16" 2 1/4" 5/8" 3 3/16" -1" 1123.4528 9 1 9'-4" 1 13/16" 1/2" 2 11/16" -15/16" 1123.4900 10 1 9'-3 15/16" 1 5/16" 7/16" 2 1/8" -13/16" 1123.5314 11 1 9'-4" 15/16" 5/16" 1 5/8" -11/16" 1123.5770 12 1 8'-1 9/16" 5/8" 3/16" 1 1/16" -1/2" 1123.6202 13 1 8'-1 5/8" 5/16" 1/8" 7/16" -1/4" 1123.6666 14 2 8'-1 5/8" 0" 0" 0" 0" 1123.7163 15 2 8'-3 1/8" -3/8" -1/16" -1/4" -1/4" 1123.7700 16 2 8'-3 1/16" -3/4" -1/8" -7/16" -7/16" 1123.8270 17 2 8'-3 1/8" -1 1/16" -1/8" -9/16" -9/16" 1123.8874 18 2 8'-3 1/8" -1 3/8" -3/16" -11/16" -11/16" 1123.9510 19 2 8'-3/4" -1 1/2" -1/4" -3/4" -13/16" 1124.0163 20 2 8'-11/16" -1 9/16" -1/4" -3/4" -13/16" 1124.0848 21 2 8'-3/4" -1 9/16" -1/4" -3/4" -13/16" 1124.1565 22 2 8'-3/4" -1 9/16" -1/4" -3/4" -13/16" 1124.2313 23 2 8'-3/4" -1 7/16" -3/16" -3/4" -11/16" 1124.3092 24 2 8'-3 1/16" -1 1/8" -1/8" -5/8" -9/16" 1124.3924 25 2 8'-3 1/8" -3/4" -1/8" -1/2" -7/16" 1124.4788 26 2 8'-3 1/8" -3/8" -1/16" -5/16" -1/4" 1124.5686 27 3 8'-3 1/8" 0" 0" 0" 0" 1124.6617 28 3 8'-1 5/8" 3/8" 1/8" 1/2" -1/4" 1124.7567 29 3 8'-1 9/16" 11/16" 3/16" 1 1/8" -1/2" 1124.8548 30 3 8'-1 5/8" 1" 5/16" 1 11/16" -11/16" 1124.9562 31 3 9'-4" 1 3/8" 7/16" 2 3/16" -13/16" 1125.0764 32 3 9'-3 15/16" 1 13/16" 1/2" 2 3/4" -15/16" 1125.2009 33 3 9'-4" 2 1/4" 5/8" 3 3/16" -1" 1125.3295 34 3 9'-3 15/16" 2 1/2" 11/16" 3 1/2" -1" 1125.4625 35 3 9'-3 15/16" 2 9/16" 11/16" 3 1/2" -15/16" 1125.5996 36 3 9'-4" 2 3/8" 5/8" 3 3/16" -7/8" 1125.7410 37 3 9'-3 15/16" 1 15/16" 1/2" 2 5/8" -3/4" 1125.8866 38 3 9'-4" 1 3/8" 3/8" 1 7/8" -9/16" 1126.0365 39 3 9'-3 15/16" 11/16" 3/16" 15/16" -5/16" 1126.1906 40 3 9'-4" 0" 0" 0" 0" 1126.3489 TTE 8/10/2005, 2:47:31 AM Page 31 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B14 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1618 763'-1 7/8" 88'-4 1/16" 1123.8771 11 1/16" 1122.9529 0" 118'-7/8" 118'-7/8" .0036 PIER-1 9+72.7400 876'-5 5/16" 121'-6 15/16" 1124.2822 10 7/8" 1123.3783 118'-7/8" 106'-8 7/16" 106'-8 1/2" .0088 PIER-2 10+79.0000 977'-6 7/8" 155'-7 3/16" 1125.2276 10 15/16" 1124.3183 224'-9 5/16" 118'-7/8" 118'-1" .0142 END PIER-2 11+96.5782 1087'-11 1/16" 197'-6 15/16" 1126.9149 11 1/16" 1125.9929 342'-10 3/16" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 93'-7 1/8" 93'-7 1/8" FS1 9+48.3650 853'-7/8" 114'-3 11/16" 1124.1429 10 7/8" 1123.3683 151'-2 1/2" 57'-7 3/8" FS2 10+05.7400 907'-11 13/16" 131'-8 15/16" 1124.5169 10 7/8" 1123.5557 191'-7 5/8" 40'-5 1/8" FS3 10+46.0000 946'-3 5/8" 144'-7 9/16" 1124.8751 10 7/8" 1123.9066 TTE 8/10/2005, 2:47:31 AM Page 32 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 249'-3 1/16" 57'-7 7/16" FS4 11+03.3750 1000'-7 1/16" 163'-11 1/8" 1125.5221 10 15/16" 1124.7488 93'-7 1/8" TTE 8/10/2005, 2:47:31 AM Page 33 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B14 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1123.8771 2 1 9'-4 5/16" 3/4" 3/16" 1" -5/16" 1123.8847 3 1 9'-4 5/16" 1 7/16" 3/8" 1 15/16" -9/16" 1123.8964 4 1 9'-4 5/16" 2 1/16" 1/2" 2 3/4" -3/4" 1123.9124 5 1 9'-4 5/16" 2 1/2" 5/8" 3 5/16" -7/8" 1123.9327 6 1 9'-4 5/16" 2 11/16" 11/16" 3 5/8" -15/16" 1123.9571 7 1 9'-4 5/16" 2 5/8" 11/16" 3 5/8" -1" 1123.9858 8 1 9'-4 5/16" 2 5/16" 5/8" 3 1/4" -1" 1124.0187 9 1 9'-4 5/16" 1 7/8" 1/2" 2 3/4" -15/16" 1124.0559 10 1 9'-4 5/16" 1 3/8" 7/16" 2 1/8" -13/16" 1124.0973 11 1 9'-4 5/16" 15/16" 5/16" 1 5/8" -11/16" 1124.1429 12 1 8'-1 15/16" 5/8" 3/16" 1 1/16" -1/2" 1124.1861 13 1 8'-1 7/8" 5/16" 1/8" 7/16" -1/4" 1124.2326 14 2 8'-1 15/16" 0" 0" 0" 0" 1124.2822 15 2 8'-3 3/8" -3/8" -1/16" -1/4" -1/4" 1124.3359 16 2 8'-3 7/16" -3/4" -1/8" -7/16" -7/16" 1124.3929 17 2 8'-3 3/8" -1 1/16" -1/8" -9/16" -9/16" 1124.4533 18 2 8'-3 7/16" -1 3/8" -3/16" -11/16" -11/16" 1124.5169 19 2 8'-1 1/16" -1 1/2" -1/4" -3/4" -13/16" 1124.5823 20 2 8'-1" -1 9/16" -1/4" -3/4" -13/16" 1124.6507 21 2 8'-1" -1 9/16" -1/4" -3/4" -13/16" 1124.7224 22 2 8'-1 1/16" -1 9/16" -1/4" -3/4" -13/16" 1124.7972 23 2 8'-1" -1 7/16" -3/16" -3/4" -11/16" 1124.8751 24 2 8'-3 7/16" -1 1/8" -1/8" -5/8" -9/16" 1124.9583 25 2 8'-3 7/16" -3/4" -1/8" -1/2" -7/16" 1125.0448 26 2 8'-3 3/8" -3/8" -1/16" -5/16" -1/4" 1125.1345 27 3 8'-3 7/16" 0" 0" 0" 0" 1125.2276 28 3 8'-1 7/8" 3/8" 1/8" 1/2" -1/4" 1125.3226 29 3 8'-1 15/16" 11/16" 3/16" 1 1/8" -1/2" 1125.4207 30 3 8'-1 15/16" 1" 5/16" 1 11/16" -11/16" 1125.5221 31 3 9'-4 5/16" 1 7/16" 7/16" 2 3/16" -13/16" 1125.6423 32 3 9'-4 5/16" 1 7/8" 1/2" 2 13/16" -15/16" 1125.7668 33 3 9'-4 5/16" 2 5/16" 5/8" 3 5/16" -1" 1125.8955 34 3 9'-4 5/16" 2 5/8" 11/16" 3 5/8" -1" 1126.0284 35 3 9'-4 5/16" 2 11/16" 11/16" 3 5/8" -15/16" 1126.1656 36 3 9'-4 5/16" 2 7/16" 5/8" 3 5/16" -7/8" 1126.3070 37 3 9'-4 5/16" 2 1/16" 1/2" 2 3/4" -3/4" 1126.4526 38 3 9'-4 5/16" 1 7/16" 3/8" 1 15/16" -9/16" 1126.6025 39 3 9'-4 5/16" 3/4" 3/16" 1" -5/16" 1126.7565 40 3 9'-4 5/16" 0" 0" 0" 0" 1126.9149 TTE 8/10/2005, 2:47:31 AM Page 34 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B15 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1583 765'-5 3/8" 79'-10 5/8" 1124.4431 11 1/16" 1123.5229 0" 118'-5 3/16" 118'-5 3/16" .0035 PIER-1 9+72.7400 879'-1" 113'-2 3/4" 1124.8481 10 15/16" 1123.9383 118'-5 3/16" 107'-3/8" 107'-7/16" .0089 PIER-2 10+79.0000 980'-6 1/4" 147'-4 3/16" 1125.7936 10 7/8" 1124.8883 225'-5 9/16" 118'-5 3/16" 118'-5 5/16" .0141 END PIER-2 11+96.5817 1091'-2 7/16" 189'-5 1/2" 1127.4808 11" 1126.5629 343'-10 3/4" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 93'-10 9/16" 93'-10 9/16" FS1 9+48.3650 855'-7 11/16" 105'-11 3/16" 1124.7088 10 15/16" 1123.9303 151'-8 1/16" 57'-9 1/2" FS2 10+05.7400 910'-8 5/8" 123'-5 1/16" 1125.0829 10 7/8" 1124.1188 192'-2 11/16" 40'-6 5/8" FS3 10+46.0000 949'-1 7/8" 136'-4 3/16" 1125.4411 10 7/8" 1124.4735 TTE 8/10/2005, 2:47:31 AM Page 35 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 250'-3/16" 57'-9 1/2" FS4 11+03.3750 1003'-7 1/4" 155'-8 7/16" 1126.0880 10 7/8" 1125.3188 93'-10 9/16" TTE 8/10/2005, 2:47:31 AM Page 36 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B15 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1124.4431 2 1 9'-4 11/16" 3/4" 3/16" 1" -5/16" 1124.4506 3 1 9'-4 5/8" 1 1/2" 3/8" 2" -9/16" 1124.4624 4 1 9'-4 11/16" 2 1/16" 1/2" 2 13/16" -3/4" 1124.4784 5 1 9'-4 5/8" 2 1/2" 5/8" 3 3/8" -7/8" 1124.4986 6 1 9'-4 11/16" 2 3/4" 11/16" 3 11/16" -15/16" 1124.5230 7 1 9'-4 5/8" 2 11/16" 11/16" 3 11/16" -1" 1124.5517 8 1 9'-4 11/16" 2 3/8" 5/8" 3 5/16" -1" 1124.5847 9 1 9'-4 5/8" 1 7/8" 1/2" 2 3/4" -15/16" 1124.6218 10 1 9'-4 11/16" 1 3/8" 7/16" 2 3/16" -13/16" 1124.6632 11 1 9'-4 5/8" 15/16" 5/16" 1 5/8" -11/16" 1124.7088 12 1 8'-2 1/4" 5/8" 3/16" 1 1/16" -1/2" 1124.7520 13 1 8'-2 3/16" 5/16" 1/8" 7/16" -1/4" 1124.7985 14 2 8'-2 3/16" 0" 0" 0" 0" 1124.8481 15 2 8'-3 3/4" -3/8" -1/16" -1/4" -1/4" 1124.9018 16 2 8'-3 11/16" -3/4" -1/8" -7/16" -7/16" 1124.9589 17 2 8'-3 3/4" -1 1/16" -1/8" -9/16" -9/16" 1125.0192 18 2 8'-3 11/16" -1 3/8" -3/16" -11/16" -11/16" 1125.0829 19 2 8'-1 5/16" -1 9/16" -1/4" -3/4" -13/16" 1125.1482 20 2 8'-1 3/8" -1 5/8" -1/4" -13/16" -13/16" 1125.2167 21 2 8'-1 5/16" -1 5/8" -1/4" -13/16" -13/16" 1125.2883 22 2 8'-1 5/16" -1 5/8" -1/4" -13/16" -13/16" 1125.3631 23 2 8'-1 5/16" -1 7/16" -3/16" -3/4" -11/16" 1125.4411 24 2 8'-3 3/4" -1 1/8" -1/8" -5/8" -9/16" 1125.5242 25 2 8'-3 11/16" -3/4" -1/8" -1/2" -7/16" 1125.6107 26 2 8'-3 3/4" -3/8" -1/16" -5/16" -1/4" 1125.7005 27 3 8'-3 11/16" 0" 0" 0" 0" 1125.7936 28 3 8'-2 3/16" 5/16" 1/8" 1/2" -1/4" 1125.8885 29 3 8'-2 1/4" 11/16" 3/16" 1 1/8" -1/2" 1125.9866 30 3 8'-2 3/16" 1" 5/16" 1 11/16" -11/16" 1126.0880 31 3 9'-4 11/16" 1 7/16" 7/16" 2 3/16" -13/16" 1126.2082 32 3 9'-4 5/8" 1 15/16" 1/2" 2 13/16" -15/16" 1126.3327 33 3 9'-4 11/16" 2 3/8" 5/8" 3 3/8" -1" 1126.4614 34 3 9'-4 5/8" 2 11/16" 11/16" 3 11/16" -1" 1126.5944 35 3 9'-4 11/16" 2 3/4" 11/16" 3 11/16" -15/16" 1126.7315 36 3 9'-4 5/8" 2 1/2" 5/8" 3 3/8" -7/8" 1126.8729 37 3 9'-4 11/16" 2 1/16" 1/2" 2 13/16" -3/4" 1127.0186 38 3 9'-4 5/8" 1 1/2" 3/8" 2" -9/16" 1127.1684 39 3 9'-4 11/16" 3/4" 3/16" 1" -5/16" 1127.3225 40 3 9'-4 5/8" 0" 0" 0" 0" 1127.4808 TTE 8/10/2005, 2:47:31 AM Page 37 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B16 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1548 767'-8 13/16" 71'-5 1/8" 1125.0090 11" 1124.0929 0" 118'-9 9/16" 118'-9 9/16" .0034 PIER-1 9+72.7400 881'-8 5/8" 104'-10 1/2" 1125.4141 11" 1124.4963 118'-9 9/16" 107'-4 1/4" 107'-4 5/16" .0088 PIER-2 10+79.0000 983'-5 5/8" 139'-1 3/16" 1126.3595 11 1/16" 1125.4363 226'-1 13/16" 118'-9 9/16" 118'-9 11/16" .0142 END PIER-2 11+96.5852 1094'-5 7/8" 181'-4 1/16" 1128.0468 11 1/16" 1127.1229 344'-11 3/8" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 94'-2 1/16" 94'-2 1/16" FS1 9+48.3650 858'-2 7/16" 97'-6 11/16" 1125.2747 11" 1124.4907 152'-1 5/8" 57'-11 9/16" FS2 10+05.7400 913'-5 7/16" 115'-1 3/16" 1125.6488 11 1/16" 1124.6684 192'-9 3/4" 40'-8 1/8" FS3 10+46.0000 952'-1/16" 128'-13/16" 1126.0070 11 1/16" 1125.0193 TTE 8/10/2005, 2:47:31 AM Page 38 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 250'-9 5/16" 57'-11 9/16" FS4 11+03.3750 1006'-7 1/2" 147'-5 3/4" 1126.6539 11 1/16" 1125.8744 94'-2 1/16" TTE 8/10/2005, 2:47:31 AM Page 39 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B16 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1125.0090 2 1 9'-5" 3/4" 3/16" 1" -5/16" 1125.0165 3 1 9'-5" 1 1/2" 3/8" 2" -9/16" 1125.0283 4 1 9'-5" 2 1/16" 1/2" 2 13/16" -3/4" 1125.0443 5 1 9'-5" 2 1/2" 5/8" 3 3/8" -7/8" 1125.0645 6 1 9'-5" 2 3/4" 11/16" 3 11/16" -15/16" 1125.0890 7 1 9'-5" 2 11/16" 11/16" 3 11/16" -1" 1125.1177 8 1 9'-5 1/16" 2 3/8" 5/8" 3 5/16" -1" 1125.1506 9 1 9'-5" 1 7/8" 1/2" 2 3/4" -15/16" 1125.1877 10 1 9'-5" 1 3/8" 7/16" 2 3/16" -13/16" 1125.2291 11 1 9'-5" 15/16" 5/16" 1 5/8" -11/16" 1125.2747 12 1 8'-2 1/2" 5/8" 3/16" 1 1/16" -1/2" 1125.3180 13 1 8'-2 1/2" 5/16" 1/8" 7/16" -1/4" 1125.3644 14 2 8'-2 1/2" 0" 0" 0" 0" 1125.4141 15 2 8'-4" -3/8" -1/16" -1/4" -1/4" 1125.4678 16 2 8'-4 1/16" -3/4" -1/8" -1/2" -7/16" 1125.5248 17 2 8'-4" -1 1/8" -3/16" -5/8" -9/16" 1125.5851 18 2 8'-4" -1 7/16" -1/4" -3/4" -11/16" 1125.6488 19 2 8'-1 5/8" -1 9/16" -1/4" -13/16" -13/16" 1125.7141 20 2 8'-1 5/8" -1 5/8" -1/4" -13/16" -13/16" 1125.7826 21 2 8'-1 5/8" -1 5/8" -1/4" -13/16" -13/16" 1125.8542 22 2 8'-1 5/8" -1 5/8" -1/4" -13/16" -13/16" 1125.9290 23 2 8'-1 5/8" -1 1/2" -1/4" -13/16" -11/16" 1126.0070 24 2 8'-4" -1 3/16" -3/16" -11/16" -9/16" 1126.0901 25 2 8'-4 1/16" -13/16" -1/8" -1/2" -7/16" 1126.1766 26 2 8'-4" -3/8" -1/16" -5/16" -1/4" 1126.2664 27 3 8'-4" 0" 0" 0" 0" 1126.3595 28 3 8'-2 1/2" 3/8" 1/8" 1/2" -1/4" 1126.4544 29 3 8'-2 1/2" 3/4" 3/16" 1 3/16" -1/2" 1126.5526 30 3 8'-2 1/2" 1 1/16" 5/16" 1 3/4" -11/16" 1126.6539 31 3 9'-5" 1 1/2" 7/16" 2 1/4" -13/16" 1126.7742 32 3 9'-5 1/16" 1 15/16" 1/2" 2 7/8" -15/16" 1126.8986 33 3 9'-5" 2 3/8" 5/8" 3 3/8" -1" 1127.0274 34 3 9'-5" 2 11/16" 11/16" 3 11/16" -1" 1127.1603 35 3 9'-5" 2 3/4" 11/16" 3 11/16" -15/16" 1127.2975 36 3 9'-5" 2 1/2" 5/8" 3 3/8" -7/8" 1127.4389 37 3 9'-5" 2 1/16" 1/2" 2 3/4" -3/4" 1127.5845 38 3 9'-5" 1 1/2" 3/8" 1 15/16" -9/16" 1127.7344 39 3 9'-5" 3/4" 3/16" 1" -5/16" 1127.8885 40 3 9'-5" 0" 0" 0" 0" 1128.0468 TTE 8/10/2005, 2:47:31 AM Page 40 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B17 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1513 770'-5/16" 62'-11 11/16" 1125.5749 11 1/16" 1124.6529 0" 119'-1 15/16" 119'-1 15/16" .0034 PIER-1 9+72.7400 884'-4 5/16" 96'-6 1/4" 1125.9800 11 1/16" 1125.0563 119'-1 15/16" 107'-8 1/8" 107'-8 3/16" .0088 PIER-2 10+79.0000 986'-4 15/16" 130'-10 3/16" 1126.9254 11" 1126.0063 226'-10 1/16" 119'-1 15/16" 119'-2 1/16" .0142 END PIER-2 11+96.5887 1097'-9 5/16" 173'-2 5/8" 1128.6128 11 1/16" 1127.6929 346'-0" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 94'-5 1/2" 94'-5 1/2" FS1 9+48.3650 860'-9 1/4" 89'-2 3/16" 1125.8407 11 1/16" 1125.0716 152'-7 3/16" 58'-1 11/16" FS2 10+05.7400 916'-2 1/4" 106'-9 5/16" 1126.2147 11 1/16" 1125.2263 193'-4 13/16" 40'-9 5/8" FS3 10+46.0000 954'-10 1/4" 119'-9 3/8" 1126.5729 11 1/16" 1125.5810 TTE 8/10/2005, 2:47:31 AM Page 41 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 251'-6 1/2" 58'-1 11/16" FS4 11+03.3750 1009'-7 11/16" 139'-3 1/16" 1127.2199 11 1/16" 1126.4601 94'-5 1/2" TTE 8/10/2005, 2:47:31 AM Page 42 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B17 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1125.5749 2 1 9'-5 3/8" 3/4" 3/16" 1" -5/16" 1125.5824 3 1 9'-5 5/16" 1 1/2" 3/8" 2" -9/16" 1125.5942 4 1 9'-5 3/8" 2 1/8" 9/16" 2 13/16" -3/4" 1125.6102 5 1 9'-5 5/16" 2 9/16" 11/16" 3 7/16" -7/8" 1125.6304 6 1 9'-5 3/8" 2 13/16" 3/4" 3 3/4" -15/16" 1125.6549 7 1 9'-5 3/8" 2 3/4" 3/4" 3 3/4" -1" 1125.6836 8 1 9'-5 5/16" 2 1/2" 11/16" 3 1/2" -1" 1125.7165 9 1 9'-5 3/8" 2 1/16" 5/8" 3" -15/16" 1125.7537 10 1 9'-5 3/8" 1 5/8" 1/2" 2 3/8" -13/16" 1125.7950 11 1 9'-5 5/16" 1 3/16" 3/8" 1 7/8" -11/16" 1125.8407 12 1 8'-2 13/16" 13/16" 1/4" 1 1/4" -1/2" 1125.8839 13 1 8'-2 13/16" 3/8" 1/8" 9/16" -1/4" 1125.9303 14 2 8'-2 13/16" 0" 0" 0" 0" 1125.9800 15 2 8'-4 5/16" -3/8" -1/16" -5/16" -1/4" 1126.0337 16 2 8'-4 5/16" -13/16" -1/8" -1/2" -7/16" 1126.0907 17 2 8'-4 5/16" -1 3/16" -3/16" -11/16" -9/16" 1126.1511 18 2 8'-4 5/16" -1 1/2" -1/4" -13/16" -11/16" 1126.2147 19 2 8'-1 15/16" -1 5/8" -1/4" -7/8" -13/16" 1126.2800 20 2 8'-1 15/16" -1 11/16" -1/4" -7/8" -13/16" 1126.3485 21 2 8'-1 7/8" -1 11/16" -1/4" -7/8" -13/16" 1126.4202 22 2 8'-1 15/16" -1 11/16" -1/4" -15/16" -13/16" 1126.4950 23 2 8'-1 15/16" -1 9/16" -1/4" -7/8" -11/16" 1126.5729 24 2 8'-4 5/16" -1 1/4" -3/16" -3/4" -9/16" 1126.6561 25 2 8'-4 5/16" -7/8" -1/8" -9/16" -7/16" 1126.7425 26 2 8'-4 5/16" -7/16" -1/16" -5/16" -1/4" 1126.8323 27 3 8'-4 5/16" 0" 0" 0" 0" 1126.9254 28 3 8'-2 13/16" 7/16" 1/8" 9/16" -1/4" 1127.0203 29 3 8'-2 13/16" 7/8" 1/4" 1 5/16" -1/2" 1127.1185 30 3 8'-2 13/16" 1 1/4" 3/8" 1 15/16" -11/16" 1127.2199 31 3 9'-5 5/16" 1 5/8" 1/2" 2 7/16" -13/16" 1127.3401 32 3 9'-5 3/8" 2 1/16" 5/8" 2 15/16" -15/16" 1127.4646 33 3 9'-5 3/8" 2 7/16" 11/16" 3 7/16" -1" 1127.5933 34 3 9'-5 5/16" 2 11/16" 3/4" 3 11/16" -1" 1127.7262 35 3 9'-5 3/8" 2 11/16" 3/4" 3 5/8" -15/16" 1127.8634 36 3 9'-5 3/8" 2 7/16" 11/16" 3 5/16" -7/8" 1128.0048 37 3 9'-5 5/16" 2" 9/16" 2 11/16" -3/4" 1128.1505 38 3 9'-5 3/8" 1 7/16" 3/8" 1 15/16" -9/16" 1128.3004 39 3 9'-5 5/16" 3/4" 3/16" 1" -5/16" 1128.4545 40 3 9'-5 3/8" 0" 0" 0" 0" 1128.6128 TTE 8/10/2005, 2:47:31 AM Page 43 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINES CALCULATIONS (BEARINGS/SPLICES/CAMBER) _________________________________________________ * BEARING ACCUM DIST IS HORIZONTAL DISTANCE TO BEARING FROM LEFT END BEARING. * BEARINGS HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO BEARING. * BEARINGS HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * BEARINGS SLOPING DIST IS SLOPING DISTANCE FROM BEARING TO BEARING. * BEARINGS TANG GRADE IS TANGENT OF GRADE ANGLE FROM BEARING TO BEARING. * SPLICE ACCUM DIST IS HORIZONTAL DISTANCE TO SPLICE FROM LEFT END BEARING. * SPLICES HORIZ DIST IS HORIZONTAL DISTANCE FROM BEARING TO SPLICE OR SPLICE TO SPLICE. * SPLICES HORIZ DIST IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. BEAM LINE B18 _____________ BEARINGS ________ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER ELEVATION (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ BRG ACCUM DIST HORIZ DIST SLOPING DIST TANG GRADE (ft-inch) (ft-inch) (ft-inch) (tangent) ____________________________________________________________________________________________________ END PIER-1 8+55.1478 772'-3 13/16" 54'-6 3/16" 1126.1408 11" 1125.2229 0" 119'-6 1/4" 119'-6 1/4" .0035 PIER-1 9+72.7400 886'-11 15/16" 88'-2" 1126.5459 10 7/8" 1125.6383 119'-6 1/4" 108'-1/16" 108'-1/8" .0088 PIER-2 10+79.0000 989'-4 5/16" 122'-7 3/16" 1127.4913 10 13/16" 1126.5883 227'-6 5/16" 119'-6 5/16" 119'-6 7/16" .0139 END PIER-2 11+96.5922 1101'-3/4" 165'-1 3/16" 1129.1788 11 1/8" 1128.2529 347'-5/8" SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 94'-9" 94'-9" FS1 9+48.3650 863'-4 1/16" 80'-9 11/16" 1126.4066 10 15/16" 1125.6355 153'-3/4" 58'-3 3/4" FS2 10+05.7400 918'-11 1/16" 98'-5 7/16" 1126.7806 10 7/8" 1125.8084 193'-11 13/16" 40'-11 1/16" FS3 10+46.0000 957'-8 1/2" 111'-6" 1127.1388 10 7/8" 1126.1631 TTE 8/10/2005, 2:47:31 AM Page 44 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO SPLICES _______ MARK STATION X Y T.O. DECK SLAB + TOP OF WEB ELEVATION BOLSTER (full camber) (ft) (ft-inch) (ft-inch) (ft) (ft-inch) (ft) ____________________________________________________________________________________________________ SP ACCUM DIST HORIZ DIST (ft-inch) (ft-inch) ____________________________________________________________________________________________________ 252'-3 5/8" 58'-3 13/16" FS4 11+03.3750 1012'-7 7/8" 131'-3/8" 1127.7858 10 7/8" 1127.0219 94'-9" TTE 8/10/2005, 2:47:31 AM Page 45 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEAM LINE B18 CAMBER ____________________ * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * SPACING FROM PREV. POINT IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. PT # SPAN SPACING FROM TOTAL CAMBER STEEL DEF DEAD LOAD GEOMETRIC T.O. DECK PREV. POINT DEF CAMBER ELEVATION (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft-inch) (ft) ____________________________________________________________________________________________________ 1 1 0" 0" 0" 0" 0" 1126.1408 2 1 9'-5 11/16" 3/4" 3/16" 1" -5/16" 1126.1484 3 1 9'-5 11/16" 1 1/2" 3/8" 2" -9/16" 1126.1601 4 1 9'-5 11/16" 2 1/16" 9/16" 2 13/16" -3/4" 1126.1761 5 1 9'-5 3/4" 2 1/2" 11/16" 3 3/8" -7/8" 1126.1963 6 1 9'-5 11/16" 2 3/4" 3/4" 3 11/16" -15/16" 1126.2208 7 1 9'-5 11/16" 2 11/16" 3/4" 3 11/16" -1" 1126.2495 8 1 9'-5 11/16" 2 3/8" 11/16" 3 3/8" -1" 1126.2824 9 1 9'-5 11/16" 1 15/16" 5/8" 2 13/16" -15/16" 1126.3196 10 1 9'-5 11/16" 1 7/16" 1/2" 2 3/16" -13/16" 1126.3610 11 1 9'-5 3/4" 1" 3/8" 1 11/16" -11/16" 1126.4066 12 1 8'-3 1/16" 11/16" 1/4" 1 1/8" -1/2" 1126.4498 13 1 8'-3 1/8" 3/8" 1/8" 1/2" -1/4" 1126.4963 14 2 8'-3 1/16" 0" 0" 0" 0" 1126.5459 15 2 8'-4 5/8" -3/8" -1/16" -5/16" -1/4" 1126.5996 16 2 8'-4 5/8" -13/16" -1/8" -1/2" -7/16" 1126.6566 17 2 8'-4 5/8" -1 3/16" -3/16" -11/16" -9/16" 1126.7170 18 2 8'-4 5/8" -1 1/2" -1/4" -13/16" -11/16" 1126.7806 19 2 8'-2 1/4" -1 5/8" -1/4" -7/8" -13/16" 1126.8460 20 2 8'-2 3/16" -1 11/16" -1/4" -7/8" -13/16" 1126.9144 21 2 8'-2 1/4" -1 11/16" -1/4" -7/8" -13/16" 1126.9861 22 2 8'-2 3/16" -1 11/16" -1/4" -15/16" -13/16" 1127.0609 23 2 8'-2 3/16" -1 9/16" -1/4" -7/8" -11/16" 1127.1388 24 2 8'-4 5/8" -1 1/4" -3/16" -11/16" -9/16" 1127.2220 25 2 8'-4 5/8" -13/16" -1/8" -9/16" -7/16" 1127.3085 26 2 8'-4 5/8" -7/16" -1/16" -5/16" -1/4" 1127.3982 27 3 8'-4 5/8" 0" 0" 0" 0" 1127.4913 28 3 8'-3 1/8" 3/8" 1/8" 1/2" -1/4" 1127.5863 29 3 8'-3 1/8" 3/4" 1/4" 1 3/16" -1/2" 1127.6844 30 3 8'-3 1/16" 1 1/16" 3/8" 1 3/4" -11/16" 1127.7858 31 3 9'-5 11/16" 1 1/2" 1/2" 2 1/4" -13/16" 1127.9060 32 3 9'-5 3/4" 1 15/16" 5/8" 2 7/8" -15/16" 1128.0305 33 3 9'-5 11/16" 2 3/8" 11/16" 3 3/8" -1" 1128.1592 34 3 9'-5 11/16" 2 11/16" 3/4" 3 11/16" -1" 1128.2922 35 3 9'-5 11/16" 2 3/4" 3/4" 3 11/16" -15/16" 1128.4294 36 3 9'-5 11/16" 2 1/2" 11/16" 3 3/8" -7/8" 1128.5708 37 3 9'-5 11/16" 2 1/16" 9/16" 2 3/4" -3/4" 1128.7164 38 3 9'-5 11/16" 1 1/2" 3/8" 1 15/16" -9/16" 1128.8663 39 3 9'-5 3/4" 3/4" 3/16" 1" -5/16" 1129.0204 40 3 9'-5 11/16" 0" 0" 0" 0" 1129.1788 TTE 8/10/2005, 2:47:31 AM Page 46 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEARINGS CALCULATIONS ALONG BEARING LINES _________________________________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * POSITIVE DROP = FROM-BEAM IS HIGH. * NEGATIVE DROP = FROM-BEAM IS LOW. * ANGLES ARE MEASURED FROM BEAM TANGENT AT BEARING TO THE LINE OF BEARINGS IN THE HORIZONTAL PLANE. * POSITIVE ANGLES ARE MEASURED COUNTER-CLOCK-WISE. * HORIZ DISTANCE IS ADJUSTED FOR ACCUMULATION OF ROUND OFF ERRORS. BEARING LINE / / / +60 DEGREES BEAM-LINE -------------/--------------------------------------------------- / -120 DEGREES / / BEARING END PIER-1 __________________ BEAM MARK ANGLE HORIZ DIST SLOPING DIST DROP (deg/min/sec) (ft-inch) (ft-inch) (ft-inch) ___________________________________________________________________________ B10 89d58'35.32" 8'-9 1/8" 8'-9 3/8" -6 13/16" B11 89d58'35.58" 8'-9 1/8" 8'-9 5/16" -6 3/4" B12 89d58'35.84" 8'-9 1/8" 8'-9 3/8" -6 13/16" B13 89d58'36.09" 8'-9 1/8" 8'-9 5/16" -6 3/4" B14 89d58'36.35" 8'-9 1/8" 8'-9 3/8" -6 13/16" B15 89d58'36.60" 8'-9 1/8" 8'-9 3/8" -6 13/16" B16 89d58'36.86" 8'-9 1/8" 8'-9 5/16" -6 3/4" B17 89d58'37.11" 8'-9 1/8" 8'-9 3/8" -6 13/16" B18 89d58'37.36" BEARING PIER-1 ______________ BEAM MARK ANGLE HORIZ DIST SLOPING DIST DROP (deg/min/sec) (ft-inch) (ft-inch) (ft-inch) ___________________________________________________________________________ B10 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 11/16" B11 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 3/4" B12 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -7" B13 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -6 13/16" B14 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 3/4" B15 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 11/16" B16 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 3/4" TTE 8/10/2005, 2:47:31 AM Page 47 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO BEARING PIER-1 ______________ BEAM MARK ANGLE HORIZ DIST SLOPING DIST DROP (deg/min/sec) (ft-inch) (ft-inch) (ft-inch) ___________________________________________________________________________ B17 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -7" B18 90d0'0.00" BEARING PIER-2 ______________ BEAM MARK ANGLE HORIZ DIST SLOPING DIST DROP (deg/min/sec) (ft-inch) (ft-inch) (ft-inch) ___________________________________________________________________________ B10 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 9/16" B11 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -6 13/16" B12 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -7" B13 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 3/4" B14 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -6 13/16" B15 90d0'0.00" 8'-9 1/8" 8'-9 5/16" -6 9/16" B16 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -6 13/16" B17 90d0'0.00" 8'-9 1/8" 8'-9 3/8" -7" B18 90d0'0.00" BEARING END PIER-2 __________________ BEAM MARK ANGLE HORIZ DIST SLOPING DIST DROP (deg/min/sec) (ft-inch) (ft-inch) (ft-inch) ___________________________________________________________________________ B10 -89d58'35.32" 8'-9 1/8" 8'-9 5/16" -6 3/4" B11 -89d58'35.58" 8'-9 1/8" 8'-9 3/8" -6 13/16" B12 -89d58'35.84" 8'-9 1/8" 8'-9 5/16" -6 3/4" B13 -89d58'36.09" 8'-9 1/8" 8'-9 3/8" -6 13/16" B14 -89d58'36.35" 8'-9 1/8" 8'-9 3/8" -6 13/16" B15 -89d58'36.60" 8'-9 1/8" 8'-9 5/16" -6 3/4" B16 -89d58'36.86" 8'-9 1/8" 8'-9 3/8" -6 13/16" B17 -89d58'37.11" 8'-9 1/8" 8'-9 5/16" -6 3/4" B18 -89d58'37.36" TTE 8/10/2005, 2:47:31 AM Page 48 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B10-B11 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B10 8" 0" 1/16" 11 1/16" 1 ED1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B11 8" 0" 1/16" 11" B10 17'-11 15/16" -1/2" 13/16" 11" 2 D1 -6 7/8" 8'-9 1/8" 8'-9 3/8" B11 18'-5/8" -1/2" 7/8" 10 15/16" B10 35'-11 7/8" -7/8" 1 7/16" 11" 3 D2 -6 7/8" 8'-9 1/8" 8'-9 3/8" B11 36'-1 1/4" -7/8" 1 1/2" 11" B10 53'-11 13/16" -1" 1 1/2" 11" 4 D3 -6 15/16" 8'-9 1/8" 8'-9 3/8" B11 54'-1 7/8" -1" 1 11/16" 11" B10 71'-11 11/16" -15/16" 1 1/16" 10 15/16" 5 D4 -6 15/16" 8'-9 1/8" 8'-9 3/8" B11 72'-2 3/8" -15/16" 1 1/4" 10 15/16" B10 86'-10 1/4" -3/4" 9/16" 10 15/16" 6 D5 -6 7/8" 8'-9 1/8" 8'-9 3/8" B11 87'-1 1/2" -3/4" 11/16" 11" B10 101'-8 13/16" -7/16" 1/4" 10 15/16" 7 D6 -6 13/16" 8'-9 1/8" 8'-9 3/8" B11 102'-5/8" -7/16" 5/16" 11 1/16" B10 116'-7 7/16" 0" 0" 10 15/16" 8 BD1 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 116'-11 13/16" 0" 0" 11" B10 131'-5 15/16" -3/8" -1/2" 10 7/8" 9 D7 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 131'-10 7/8" -3/8" -1/2" 11" B10 146'-4 1/2" -11/16" -1 1/16" 10 7/8" 10 D8 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 146'-9 15/16" -11/16" -1 1/16" 11" B10 161'-8 1/16" -13/16" -1 5/16" 10 7/8" 11 D9 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 162'-2 1/16" -13/16" -1 5/16" 11 1/16" B10 176'-11 5/8" -13/16" -1 3/8" 10 7/8" 12 D10 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 177'-6 3/16" -13/16" -1 5/16" 11 1/16" B10 192'-3 1/8" -11/16" -1 3/16" 10 7/8" 13 D11 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 192'-10 1/4" -11/16" -1 1/8" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 49 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B10-B11 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B10 207'-1 11/16" -3/8" -9/16" 10 7/8" 14 D12 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 207'-9 3/8" -3/8" -9/16" 11 1/16" B10 222'-5/16" 0" 0" 10 7/8" 15 BD2 -6 9/16" 8'-9 1/8" 8'-9 5/16" B11 222'-8 9/16" 0" 0" 11 1/16" B10 236'-10 13/16" -7/16" 5/16" 10 15/16" 16 D13 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 237'-7 5/8" -7/16" 7/16" 11 1/8" B10 251'-9 3/8" -3/4" 5/8" 10 7/8" 17 D14 -6 3/4" 8'-9 1/8" 8'-9 5/16" B11 252'-6 3/4" -3/4" 3/4" 11 1/16" B10 266'-7 15/16" -15/16" 1 1/8" 10 7/8" 18 D15 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 267'-5 7/8" -15/16" 1 3/16" 11 1/16" B10 284'-7 13/16" -1" 1 9/16" 10 15/16" 19 D16 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 285'-6 3/8" -1" 1 1/2" 11 1/16" B10 302'-7 3/4" -7/8" 1 7/16" 10 15/16" 20 D17 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 303'-7" -7/8" 1 3/8" 11 1/16" B10 320'-7 11/16" -1/2" 13/16" 10 15/16" 21 D18 -6 5/8" 8'-9 1/8" 8'-9 5/16" B11 321'-7 9/16" -1/2" 3/4" 11 1/16" B10 337'-11 11/16" 0" 1/16" 11" 22 ED2 -6 11/16" 8'-9 1/8" 8'-9 5/16" B11 339'-5/16" 0" 0" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 50 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B11-B12 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B11 8" 0" 1/16" 11" 1 ED1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 8" 0" 1/16" 11 1/16" B11 18'-5/8" -1/2" 7/8" 10 15/16" 2 D1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 18'-1 3/8" -1/2" 15/16" 11" B11 36'-1 1/4" -7/8" 1 1/2" 11" 3 D2 -6 7/8" 8'-9 1/8" 8'-9 3/8" B12 36'-2 5/8" -7/8" 1 5/8" 11 1/16" B11 54'-1 7/8" -1" 1 11/16" 11" 4 D3 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 54'-3 7/8" -1" 1 3/4" 11 1/16" B11 72'-2 3/8" -15/16" 1 1/4" 10 15/16" 5 D4 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 72'-5 1/8" -15/16" 1 1/4" 11 1/16" B11 87'-1 1/2" -3/4" 11/16" 11" 6 D5 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 87'-4 3/4" -3/4" 3/4" 11 1/16" B11 102'-5/8" -7/16" 5/16" 11 1/16" 7 D6 -6 11/16" 8'-9 1/8" 8'-9 5/16" B12 102'-4 7/16" -7/16" 3/8" 11 1/8" B11 116'-11 3/4" 0" 0" 11" 8 BD1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 117'-4 1/8" 0" 0" 11 1/16" B11 131'-10 7/8" -3/8" -1/2" 11" 9 D7 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 132'-3 3/4" -3/8" -1/2" 11 1/16" B11 146'-9 15/16" -11/16" -1 1/16" 11" 10 D8 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 147'-3 7/16" -11/16" -1 1/16" 11 1/16" B11 162'-2 1/16" -13/16" -1 5/16" 11 1/16" 11 D9 -6 3/4" 8'-9 1/8" 8'-9 5/16" B12 162'-8 1/8" -13/16" -1 5/16" 11 1/16" B11 177'-6 3/16" -13/16" -1 5/16" 11 1/16" 12 D10 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 178'-13/16" -13/16" -1 5/16" 11 1/16" B11 192'-10 1/4" -11/16" -1 1/8" 11 1/16" 13 D11 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 193'-5 7/16" -11/16" -1 1/8" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 51 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B11-B12 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B11 207'-9 3/8" -3/8" -9/16" 11 1/16" 14 D12 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 208'-5 1/8" -3/8" -9/16" 11" B11 222'-8 9/16" 0" 0" 11 1/16" 15 BD2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 223'-4 13/16" 0" 0" 11 1/16" B11 237'-7 5/8" -7/16" 7/16" 11 1/8" 16 D13 -6 13/16" 8'-9 1/8" 8'-9 3/8" B12 238'-4 7/16" -7/16" 3/8" 11 1/16" B11 252'-6 3/4" -3/4" 3/4" 11 1/16" 17 D14 -6 7/8" 8'-9 1/8" 8'-9 3/8" B12 253'-4 1/16" -3/4" 13/16" 11" B11 267'-5 7/8" -15/16" 1 3/16" 11 1/16" 18 D15 -7" 8'-9 1/8" 8'-9 3/8" B12 268'-3 3/4" -15/16" 1 5/16" 11" B11 285'-6 3/8" -1" 1 1/2" 11 1/16" 19 D16 -7 1/8" 8'-9 1/8" 8'-9 3/8" B12 286'-4 15/16" -1" 1 13/16" 11" B11 303'-7" -7/8" 1 3/8" 11 1/16" 20 D17 -7 1/8" 8'-9 1/8" 8'-9 3/8" B12 304'-6 1/4" -7/8" 1 5/8" 11" B11 321'-7 9/16" -1/2" 3/4" 11 1/16" 21 D18 -7" 8'-9 1/8" 8'-9 3/8" B12 322'-7 1/2" -1/2" 15/16" 11" B11 339'-5/16" 0" 0" 11 1/16" 22 ED2 -6 7/8" 8'-9 1/8" 8'-9 3/8" B12 340'-15/16" 0" 1/16" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 52 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B12-B13 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B12 8" 0" 1/16" 11 1/16" 1 ED1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B13 8" 0" 1/16" 11" B12 18'-1 3/8" -1/2" 15/16" 11" 2 D1 -6 7/8" 8'-9 1/8" 8'-9 3/8" B13 18'-2 1/16" -1/2" 1" 10 15/16" B12 36'-2 5/8" -7/8" 1 5/8" 11 1/16" 3 D2 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 36'-4" -7/8" 1 11/16" 11" B12 54'-3 7/8" -1" 1 3/4" 11 1/16" 4 D3 -7" 8'-9 1/8" 8'-9 3/8" B13 54'-5 15/16" -1" 1 7/8" 10 15/16" B12 72'-5 1/8" -15/16" 1 1/4" 11 1/16" 5 D4 -7" 8'-9 1/8" 8'-9 3/8" B13 72'-7 13/16" -15/16" 1 3/8" 10 7/8" B12 87'-4 3/4" -3/4" 3/4" 11 1/16" 6 D5 -7" 8'-9 1/8" 8'-9 3/8" B13 87'-8" -3/4" 13/16" 10 7/8" B12 102'-4 7/16" -7/16" 3/8" 11 1/8" 7 D6 -7" 8'-9 1/8" 8'-9 3/8" B13 102'-8 1/4" -7/16" 3/8" 10 15/16" B12 117'-4 1/8" 0" 0" 11 1/16" 8 BD1 -7" 8'-9 1/8" 8'-9 3/8" B13 117'-8 1/2" 0" 0" 10 7/8" B12 132'-3 3/4" -3/8" -1/2" 11 1/16" 9 D7 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 132'-8 11/16" -3/8" -9/16" 10 7/8" B12 147'-3 7/16" -11/16" -1 1/16" 11 1/16" 10 D8 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 147'-8 7/8" -11/16" -1 1/8" 10 7/8" B12 162'-8 1/8" -13/16" -1 5/16" 11 1/16" 11 D9 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 163'-2 1/8" -13/16" -1 5/16" 10 7/8" B12 178'-13/16" -13/16" -1 5/16" 11 1/16" 12 D10 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 178'-7 3/8" -13/16" -1 5/16" 10 7/8" B12 193'-5 7/16" -11/16" -1 1/8" 11 1/16" 13 D11 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 194'-9/16" -11/16" -1 3/16" 10 7/8" TTE 8/10/2005, 2:47:31 AM Page 53 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B12-B13 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B12 208'-5 1/8" -3/8" -9/16" 11" 14 D12 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 209'-13/16" -3/8" -5/8" 10 13/16" B12 223'-4 13/16" 0" 0" 11 1/16" 15 BD2 -7" 8'-9 1/8" 8'-9 3/8" B13 224'-1 1/16" 0" 0" 10 13/16" B12 238'-4 7/16" -7/16" 3/8" 11 1/16" 16 D13 -7" 8'-9 1/8" 8'-9 3/8" B13 239'-1 1/4" -7/16" 7/16" 10 7/8" B12 253'-4 1/16" -3/4" 13/16" 11" 17 D14 -7" 8'-9 1/8" 8'-9 3/8" B13 254'-1 7/16" -3/4" 7/8" 10 7/8" B12 268'-3 3/4" -15/16" 1 5/16" 11" 18 D15 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 269'-1 11/16" -15/16" 1 3/8" 10 7/8" B12 286'-4 15/16" -1" 1 13/16" 11" 19 D16 -6 15/16" 8'-9 1/8" 8'-9 3/8" B13 287'-3 9/16" -1" 1 7/8" 11" B12 304'-6 1/4" -7/8" 1 5/8" 11" 20 D17 -6 7/8" 8'-9 1/8" 8'-9 3/8" B13 305'-5 7/16" -7/8" 1 11/16" 11" B12 322'-7 1/2" -1/2" 15/16" 11" 21 D18 -6 13/16" 8'-9 1/8" 8'-9 3/8" B13 323'-7 3/8" -1/2" 1" 11" B12 340'-15/16" 0" 1/16" 11 1/16" 22 ED2 -6 3/4" 8'-9 1/8" 8'-9 5/16" B13 341'-1 9/16" 0" 1/16" 11 1/8" TTE 8/10/2005, 2:47:31 AM Page 54 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B13-B14 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B13 8" 0" 1/16" 11" 1 ED1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 8" 0" 1/16" 11 1/16" B13 18'-2 1/16" -1/2" 1" 10 15/16" 2 D1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 18'-2 3/4" -1/2" 1 1/16" 11" B13 36'-4" -7/8" 1 11/16" 11" 3 D2 -6 7/8" 8'-9 1/8" 8'-9 3/8" B14 36'-5 3/8" -7/8" 1 13/16" 11" B13 54'-5 15/16" -1" 1 7/8" 10 15/16" 4 D3 -6 7/8" 8'-9 1/8" 8'-9 3/8" B14 54'-8" -1" 1 15/16" 11" B13 72'-7 13/16" -15/16" 1 3/8" 10 7/8" 5 D4 -6 7/8" 8'-9 1/8" 8'-9 3/8" B14 72'-10 1/2" -15/16" 1 7/16" 10 7/8" B13 87'-8" -3/4" 13/16" 10 7/8" 6 D5 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 87'-11 1/4" -3/4" 13/16" 10 7/8" B13 102'-8 1/4" -7/16" 3/8" 10 15/16" 7 D6 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 103'-1/16" -7/16" 3/8" 10 7/8" B13 117'-8 1/2" 0" 0" 10 7/8" 8 BD1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 118'-7/8" 0" 0" 10 7/8" B13 132'-8 11/16" -3/8" -9/16" 10 7/8" 9 D7 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 133'-1 9/16" -3/8" -9/16" 10 13/16" B13 147'-8 7/8" -11/16" -1 1/8" 10 7/8" 10 D8 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 148'-2 5/16" -11/16" -1 1/8" 10 7/8" B13 163'-2 1/8" -13/16" -1 5/16" 10 7/8" 11 D9 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 163'-8 3/16" -13/16" -1 5/16" 10 7/8" B13 178'-7 3/8" -13/16" -1 5/16" 10 7/8" 12 D10 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 179'-2" -13/16" -1 5/16" 10 7/8" B13 194'-9/16" -11/16" -1 3/16" 10 7/8" 13 D11 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 194'-7 3/4" -11/16" -1 3/16" 10 7/8" TTE 8/10/2005, 2:47:31 AM Page 55 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B13-B14 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B13 209'-13/16" -3/8" -5/8" 10 13/16" 14 D12 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 209'-8 1/2" -3/8" -5/8" 10 7/8" B13 224'-1 1/16" 0" 0" 10 13/16" 15 BD2 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 224'-9 5/16" 0" 0" 10 15/16" B13 239'-1 1/4" -7/16" 7/16" 10 7/8" 16 D13 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 239'-10 1/16" -7/16" 7/16" 10 15/16" B13 254'-1 7/16" -3/4" 7/8" 10 7/8" 17 D14 -6 3/4" 8'-9 1/8" 8'-9 5/16" B14 254'-10 13/16" -3/4" 7/8" 10 15/16" B13 269'-1 11/16" -15/16" 1 3/8" 10 7/8" 18 D15 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 269'-11 9/16" -15/16" 1 7/16" 10 15/16" B13 287'-3 9/16" -1" 1 7/8" 11" 19 D16 -6 7/8" 8'-9 1/8" 8'-9 3/8" B14 288'-2 1/8" -1" 2" 11" B13 305'-5 7/16" -7/8" 1 11/16" 11" 20 D17 -6 15/16" 8'-9 1/8" 8'-9 3/8" B14 306'-4 11/16" -7/8" 1 13/16" 11" B13 323'-7 3/8" -1/2" 1" 11" 21 D18 -6 7/8" 8'-9 1/8" 8'-9 3/8" B14 324'-7 5/16" -1/2" 1 1/16" 11" B13 341'-1 9/16" 0" 1/16" 11 1/8" 22 ED2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B14 342'-2 3/16" 0" 1/16" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 56 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B14-B15 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B14 8" 0" 1/16" 11 1/16" 1 ED1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 8" 0" 1/16" 11 1/16" B14 18'-2 3/4" -1/2" 1 1/16" 11" 2 D1 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 18'-3 1/2" -1/2" 1 1/16" 11" B14 36'-5 3/8" -7/8" 1 13/16" 11" 3 D2 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 36'-6 3/4" -7/8" 1 7/8" 11" B14 54'-8" -1" 1 15/16" 11" 4 D3 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 54'-10" -1" 2" 11" B14 72'-10 1/2" -15/16" 1 7/16" 10 7/8" 5 D4 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 73'-1 3/16" -15/16" 1 7/16" 10 15/16" B14 87'-11 1/4" -3/4" 13/16" 10 7/8" 6 D5 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 88'-2 1/2" -3/4" 13/16" 10 15/16" B14 103'-1/16" -7/16" 3/8" 10 7/8" 7 D6 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 103'-3 7/8" -7/16" 3/8" 10 15/16" B14 118'-7/8" 0" 0" 10 7/8" 8 BD1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 118'-5 1/4" 0" 0" 10 15/16" B14 133'-1 9/16" -3/8" -9/16" 10 13/16" 9 D7 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 133'-6 1/2" -3/8" -9/16" 10 7/8" B14 148'-2 5/16" -11/16" -1 1/8" 10 7/8" 10 D8 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 148'-7 13/16" -11/16" -1 1/8" 10 7/8" B14 163'-8 3/16" -13/16" -1 5/16" 10 7/8" 11 D9 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 164'-2 3/16" -13/16" -1 3/8" 10 7/8" B14 179'-2" -13/16" -1 5/16" 10 7/8" 12 D10 -6 3/4" 8'-9 1/8" 8'-9 5/16" B15 179'-8 9/16" -13/16" -1 3/8" 10 7/8" B14 194'-7 3/4" -11/16" -1 3/16" 10 7/8" 13 D11 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 195'-2 7/8" -11/16" -1 3/16" 10 7/8" TTE 8/10/2005, 2:47:31 AM Page 57 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B14-B15 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B14 209'-8 1/2" -3/8" -5/8" 10 7/8" 14 D12 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 210'-4 3/16" -3/8" -5/8" 10 13/16" B14 224'-9 5/16" 0" 0" 10 15/16" 15 BD2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 225'-5 9/16" 0" 0" 10 7/8" B14 239'-10 1/16" -7/16" 7/16" 10 15/16" 16 D13 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 240'-6 7/8" -7/16" 7/16" 10 15/16" B14 254'-10 13/16" -3/4" 7/8" 10 15/16" 17 D14 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 255'-8 3/16" -3/4" 7/8" 10 7/8" B14 269'-11 9/16" -15/16" 1 7/16" 10 15/16" 18 D15 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 270'-9 1/2" -15/16" 1 1/2" 10 7/8" B14 288'-2 1/8" -1" 2" 11" 19 D16 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 289'-11/16" -1" 2" 10 15/16" B14 306'-4 11/16" -7/8" 1 13/16" 11" 20 D17 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 307'-3 15/16" -7/8" 1 7/8" 10 15/16" B14 324'-7 5/16" -1/2" 1 1/16" 11" 21 D18 -6 7/8" 8'-9 1/8" 8'-9 3/8" B15 325'-7 3/16" -1/2" 1 1/16" 10 15/16" B14 342'-2 3/16" 0" 1/16" 11 1/16" 22 ED2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B15 343'-2 13/16" 0" 1/16" 11" TTE 8/10/2005, 2:47:31 AM Page 58 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B15-B16 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B15 8" 0" 1/16" 11 1/16" 1 ED1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B16 8" 0" 1/16" 11" B15 18'-3 1/2" -1/2" 1 1/16" 11" 2 D1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B16 18'-4 3/16" -1/2" 1 1/16" 10 15/16" B15 36'-6 3/4" -7/8" 1 7/8" 11" 3 D2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B16 36'-8 1/8" -7/8" 1 7/8" 11" B15 54'-10" -1" 2" 11" 4 D3 -6 3/4" 8'-9 1/8" 8'-9 5/16" B16 55'-1/16" -1" 2" 11" B15 73'-1 3/16" -15/16" 1 7/16" 10 15/16" 5 D4 -6 3/4" 8'-9 1/8" 8'-9 5/16" B16 73'-3 15/16" -15/16" 1 7/16" 10 15/16" B15 88'-2 1/2" -3/4" 13/16" 10 15/16" 6 D5 -6 3/4" 8'-9 1/8" 8'-9 5/16" B16 88'-5 13/16" -3/4" 13/16" 11" B15 103'-3 7/8" -7/16" 3/8" 10 15/16" 7 D6 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 103'-7 5/8" -7/16" 3/8" 11 1/16" B15 118'-5 3/16" 0" 0" 10 15/16" 8 BD1 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 118'-9 9/16" 0" 0" 11" B15 133'-6 1/2" -3/8" -9/16" 10 7/8" 9 D7 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 133'-11 3/8" -3/8" -9/16" 11" B15 148'-7 13/16" -11/16" -1 1/8" 10 7/8" 10 D8 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 149'-1 1/4" -11/16" -1 1/8" 11" B15 164'-2 3/16" -13/16" -1 3/8" 10 7/8" 11 D9 -6 5/8" 8'-9 1/8" 8'-9 5/16" B16 164'-8 3/16" -13/16" -1 3/8" 11 1/16" B15 179'-8 9/16" -13/16" -1 3/8" 10 7/8" 12 D10 -6 5/8" 8'-9 1/8" 8'-9 5/16" B16 180'-3 3/16" -13/16" -1 3/8" 11 1/16" B15 195'-2 7/8" -11/16" -1 3/16" 10 7/8" 13 D11 -6 5/8" 8'-9 1/8" 8'-9 5/16" B16 195'-10 1/16" -11/16" -1 3/16" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 59 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B15-B16 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B15 210'-4 3/16" -3/8" -5/8" 10 13/16" 14 D12 -6 9/16" 8'-9 1/8" 8'-9 5/16" B16 210'-11 15/16" -3/8" -5/8" 11 1/16" B15 225'-5 9/16" 0" 0" 10 7/8" 15 BD2 -6 9/16" 8'-9 1/8" 8'-9 5/16" B16 226'-1 13/16" 0" 0" 11 1/16" B15 240'-6 7/8" -7/16" 7/16" 10 15/16" 16 D13 -6 5/8" 8'-9 1/8" 8'-9 5/16" B16 241'-3 5/8" -7/16" 1/2" 11 1/8" B15 255'-8 3/16" -3/4" 7/8" 10 7/8" 17 D14 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 256'-5 1/2" -3/4" 15/16" 11 1/16" B15 270'-9 1/2" -15/16" 1 1/2" 10 7/8" 18 D15 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 271'-7 3/8" -15/16" 1 1/2" 11 1/16" B15 289'-11/16" -1" 2" 10 15/16" 19 D16 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 289'-11 1/4" -1" 2 1/16" 11 1/16" B15 307'-3 15/16" -7/8" 1 7/8" 10 15/16" 20 D17 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 308'-3 3/16" -7/8" 1 7/8" 11 1/16" B15 325'-7 3/16" -1/2" 1 1/16" 10 15/16" 21 D18 -6 11/16" 8'-9 1/8" 8'-9 5/16" B16 326'-7 1/8" -1/2" 1 1/16" 11 1/16" B15 343'-2 3/4" 0" 1/16" 11" 22 ED2 -6 3/4" 8'-9 1/8" 8'-9 5/16" B16 344'-3 3/8" 0" 1/16" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 60 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B16-B17 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B16 8" 0" 1/16" 11" 1 ED1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 8" 0" 1/16" 11 1/16" B16 18'-4 3/16" -1/2" 1 1/16" 10 15/16" 2 D1 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 18'-4 7/8" -1/2" 1 1/16" 11" B16 36'-8 1/8" -7/8" 1 7/8" 11" 3 D2 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 36'-9 1/2" -7/8" 1 7/8" 11 1/16" B16 55'-1/16" -1" 2" 11" 4 D3 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 55'-2 1/8" -1" 2 1/16" 11 1/16" B16 73'-3 15/16" -15/16" 1 7/16" 10 15/16" 5 D4 -6 13/16" 8'-9 1/8" 8'-9 3/8" B17 73'-6 5/8" -15/16" 1 9/16" 11 1/16" B16 88'-5 13/16" -3/4" 13/16" 11" 6 D5 -6 7/8" 8'-9 1/8" 8'-9 3/8" B17 88'-9 1/16" -3/4" 1" 11 1/16" B16 103'-7 5/8" -7/16" 3/8" 11 1/16" 7 D6 -6 7/8" 8'-9 1/8" 8'-9 3/8" B17 103'-11 7/16" -7/16" 1/2" 11 1/8" B16 118'-9 9/16" 0" 0" 11" 8 BD1 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 119'-1 15/16" 0" 0" 11 1/16" B16 133'-11 3/8" -3/8" -9/16" 11" 9 D7 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 134'-4 5/16" -3/8" -5/8" 11 1/16" B16 149'-1 1/4" -11/16" -1 1/8" 11" 10 D8 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 149'-6 11/16" -11/16" -1 3/16" 11 1/16" B16 164'-8 3/16" -13/16" -1 3/8" 11 1/16" 11 D9 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 165'-2 1/4" -13/16" -1 7/16" 11 1/16" B16 180'-3 3/16" -13/16" -1 3/8" 11 1/16" 12 D10 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 180'-9 3/4" -13/16" -1 7/16" 11 1/16" B16 195'-10 1/16" -11/16" -1 3/16" 11 1/16" 13 D11 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 196'-5 3/16" -11/16" -1 1/4" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 61 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B16-B17 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B16 210'-11 15/16" -3/8" -5/8" 11 1/16" 14 D12 -6 13/16" 8'-9 1/8" 8'-9 3/8" B17 211'-7 5/8" -3/8" -5/8" 11" B16 226'-1 13/16" 0" 0" 11 1/16" 15 BD2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B17 226'-10 1/16" 0" 0" 11" B16 241'-3 5/8" -7/16" 1/2" 11 1/8" 16 D13 -6 15/16" 8'-9 1/8" 8'-9 3/8" B17 242'-7/16" -7/16" 9/16" 11 1/16" B16 256'-5 1/2" -3/4" 15/16" 11 1/16" 17 D14 -6 15/16" 8'-9 1/8" 8'-9 3/8" B17 257'-2 7/8" -3/4" 1 1/16" 11" B16 271'-7 3/8" -15/16" 1 1/2" 11 1/16" 18 D15 -6 7/8" 8'-9 1/8" 8'-9 3/8" B17 272'-5 5/16" -15/16" 1 9/16" 11" B16 289'-11 1/4" -1" 2 1/16" 11 1/16" 19 D16 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 290'-9 13/16" -1" 1 15/16" 11" B16 308'-3 3/16" -7/8" 1 7/8" 11 1/16" 20 D17 -6 11/16" 8'-9 1/8" 8'-9 5/16" B17 309'-2 7/16" -7/8" 1 3/4" 11" B16 326'-7 1/8" -1/2" 1 1/16" 11 1/16" 21 D18 -6 3/4" 8'-9 1/8" 8'-9 5/16" B17 327'-7" -1/2" 1" 11" B16 344'-3 3/8" 0" 1/16" 11 1/16" 22 ED2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B17 345'-4" 0" 1/16" 11 1/16" TTE 8/10/2005, 2:47:31 AM Page 62 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS CALCULATIONS _______________________ * DROP CALCULATIONS ARE BASED ON FULL CAMBER - STEEL WIEGHT CAMBER. * ALL CALCULATED CAMBER VALUES ARE WITH REFERENCE TO GRADE LINES. * STUB DISTANCE IS THE DISTANCE OF DIAPHRAGM END FROM LEFT END BEARING OF THE BEAM. DIAPHRAGMS AT BAY B17-B18 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B17 8" 0" 1/16" 11 1/16" 1 ED1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 8" 0" 1/16" 11" B17 18'-4 7/8" -1/2" 1 1/16" 11" 2 D1 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 18'-5 5/8" -1/2" 1 1/16" 10 15/16" B17 36'-9 1/2" -7/8" 1 7/8" 11 1/16" 3 D2 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 36'-10 7/8" -7/8" 1 13/16" 10 15/16" B17 55'-2 1/8" -1" 2 1/16" 11 1/16" 4 D3 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 55'-4 1/8" -1" 1 15/16" 10 15/16" B17 73'-6 5/8" -15/16" 1 9/16" 11 1/16" 5 D4 -6 3/4" 8'-9 1/8" 8'-9 5/16" B18 73'-9 5/16" -15/16" 1 7/16" 10 7/8" B17 88'-9 1/16" -3/4" 1" 11 1/16" 6 D5 -6 3/4" 8'-9 1/8" 8'-9 5/16" B18 89'-5/16" -3/4" 13/16" 10 7/8" B17 103'-11 7/16" -7/16" 1/2" 11 1/8" 7 D6 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 104'-3 1/4" -7/16" 3/8" 10 15/16" B17 119'-1 15/16" 0" 0" 11 1/16" 8 BD1 -7" 8'-9 1/8" 8'-9 3/8" B18 119'-6 5/16" 0" 0" 10 7/8" B17 134'-4 5/16" -3/8" -5/8" 11 1/16" 9 D7 -7" 8'-9 1/8" 8'-9 3/8" B18 134'-9 3/16" -3/8" -9/16" 10 7/8" B17 149'-6 11/16" -11/16" -1 3/16" 11 1/16" 10 D8 -7" 8'-9 1/8" 8'-9 3/8" B18 150'-3/16" -11/16" -1 3/16" 10 7/8" B17 165'-2 1/4" -13/16" -1 7/16" 11 1/16" 11 D9 -7" 8'-9 1/8" 8'-9 3/8" B18 165'-8 1/4" -13/16" -1 7/16" 10 7/8" B17 180'-9 3/4" -13/16" -1 7/16" 11 1/16" 12 D10 -7" 8'-9 1/8" 8'-9 3/8" B18 181'-4 5/16" -13/16" -1 7/16" 10 7/8" B17 196'-5 3/16" -11/16" -1 1/4" 11 1/16" 13 D11 -7" 8'-9 1/8" 8'-9 3/8" B18 197'-3/8" -11/16" -1 1/4" 10 13/16" TTE 8/10/2005, 2:47:31 AM Page 63 of 64 BridgeWorks I-81 (NBL) OVER NORFOLK WESTERN RAILWAY, ROUTE 630 & MASON CREEK Ver.3.0.7 ROANOKE COUNTY, VA 01-1234H62 © 2004-2005 Tariq (Tom) Elborno, PE DEMO DIAPHRAGMS AT BAY B17-B18 _________________________ BEAM MARK STUB GEOMETRIC TOTAL CAMBER SLAB+ CAMBER - STEEL WT BOLSTER (ft-inch) (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ DIAP # DIAP MARK DROP HORIZ SLOPING LENGTH LENGTH (ft-inch) (ft-inch) (ft-inch) ____________________________________________________________________________________________________ B17 211'-7 5/8" -3/8" -5/8" 11" 14 D12 -7" 8'-9 1/8" 8'-9 3/8" B18 212'-3 5/16" -3/8" -5/8" 10 13/16" B17 226'-10 1/16" 0" 0" 11" 15 BD2 -7" 8'-9 1/8" 8'-9 3/8" B18 227'-6 5/16" 0" 0" 10 13/16" B17 242'-7/16" -7/16" 9/16" 11 1/16" 16 D13 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 242'-9 1/4" -7/16" 7/16" 10 7/8" B17 257'-2 7/8" -3/4" 1 1/16" 11" 17 D14 -6 3/4" 8'-9 1/8" 8'-9 5/16" B18 258'-1/4" -3/4" 7/8" 10 7/8" B17 272'-5 5/16" -15/16" 1 9/16" 11" 18 D15 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 273'-3 3/16" -15/16" 1 7/16" 10 7/8" B17 290'-9 13/16" -1" 1 15/16" 11" 19 D16 -6 7/8" 8'-9 1/8" 8'-9 3/8" B18 291'-8 3/8" -1" 2" 11" B17 309'-2 7/16" -7/8" 1 3/4" 11" 20 D17 -6 7/8" 8'-9 1/8" 8'-9 3/8" B18 310'-1 11/16" -7/8" 1 13/16" 11" B17 327'-7" -1/2" 1" 11" 21 D18 -6 13/16" 8'-9 1/8" 8'-9 3/8" B18 328'-6 15/16" -1/2" 1 1/16" 11" B17 345'-4" 0" 1/16" 11 1/16" 22 ED2 -6 3/4" 8'-9 1/8" 8'-9 5/16" B18 346'-4 5/8" 0" 1/16" 11 1/8" TTE 8/10/2005, 2:47:31 AM Page 64 of 64