Constructive project of building the Welch Rd Bridge in Dallas, Tx

TxDOT Summ ary Report (Long Form ) For Span 1 Girder Q February 16, 2015 7:27:12 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 1, Girder Q does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 1 Girder Q Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 54 Size 0.500 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 18.119 in Eccentricity @ End 11.897 in Prestressing Strands Depressed NO. (# of Harped Strands) 8 Y b of Topmost Depressed Strand(s) @ End 50.500 in Concrete Release Strength f' ci 4.900 KSI Minimum 28 day compressive strength f' c 6.300 KSI Optional Design Design Load Compressive Stress (Top CL) 4.092 KSI Design Load Tensile Stress (Bottom CL) -3.774 KSI Required minimum ultimate moment capacity 7158.26 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.50270 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.66220 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.29700 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 127.520 ft Girder Length 129.022 ft Number of Girders 22 Girder Spacing Datum Start of Span Measured normal to alignment at abutment line Left Girder Spacing Start of Span 7.625 ft Right Girder Spacing Start of Span 7.625 ft Girder Spacing Datum End of Span Measured normal to alignment at pier line Left Girder Spacing End of Span 4.110 ft Right Girder Spacing End of Span 4.110 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is approximated with Linear Load Segments applied along the length of the girder Haunch weight includes effects of roadway geometry but does not include a reduction for camber Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Abutment 1 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) 0.000 0.761 0.000 0.761 0.248 0.760 0.000 0.760 0.542 0.760 0.000 0.760 1.748 0.756 0.000 0.756 3.375 0.752 0.000 0.752 3.748 0.751 0.000 0.751 4.789 0.748 0.000 0.748 5.042 0.747 0.000 0.747 6.750 0.743 0.000 0.743 7.292 0.741 0.000 0.741 12.151 0.728 0.000 0.728 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: 12.752 0.726 0.000 0.726 25.053 0.693 0.000 0.693 25.504 0.692 0.000 0.692 37.955 0.658 0.000 0.658 38.256 0.657 0.000 0.657 50.857 0.623 0.000 0.623 51.008 0.622 0.000 0.622 57.383 0.605 0.000 0.605 57.388 0.605 0.000 0.605 63.759 0.587 0.000 0.587 70.130 0.570 0.000 0.570 70.135 0.570 0.000 0.570 76.512 0.553 0.000 0.553 76.661 0.552 0.000 0.552 89.264 0.518 0.000 0.518 89.564 0.517 0.000 0.517 102.016 0.483 0.000 0.483 102.466 0.482 0.000 0.482 114.768 0.449 0.000 0.449 115.368 0.447 0.000 0.447 120.228 0.434 0.000 0.434 120.770 0.432 0.000 0.432 122.478 0.428 0.000 0.428 122.731 0.427 0.000 0.427 123.770 0.424 0.000 0.424 124.145 0.423 0.000 0.423 125.770 0.419 0.000 0.419 126.978 0.415 0.000 0.415 127.270 0.415 0.000 0.415 127.520 0.414 0.000 0.414 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Overlay Weight 7.610 0.000 Load Type W trib (ft) w (kip/ft) Page 5 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 1 Girder Q Design Camber 2.994 in 0.250 ft Deflection (Prestressing) 6.213 in 0.518 ft Deflection (Girder) -4.190 in -0.349 ft Deflection (Slab and Diaphragms) -2.550 in -0.212 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.550 in 0.212 ft Excess Camber (Based on Design Camber) 0.444 in 0.037 ft Live Load Deflection (HL93 - Per Lane) -3.245 in -0.270 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.702 in -0.059 ft Effective Prestress a t Mid-Sp an At Jacking 1673.06 0.000 202.500 Before Prestress Transfer 1656.70 1.980 200.520 After Prestress Transfer 1525.24 17.890 184.610 At Lifting 1525.24 17.890 184.610 At Shipping 1525.24 17.890 184.610 After Deck Placement 1266.56 49.201 153.299 After Superimposed Dead Loads 1266.56 49.201 153.299 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 6 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.531 KSI Allowable tensile stress = 0.2400  f' ci = 0.531 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -3.185 KSI f' ci required to satisfy this stress check = 4.861 KSI Final 12 66. 56 49.201 1 53. 299 Final with Live Load 1266.56 49.201 153.299 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0 .000 0.000 0.000 0.000 0.0 00 - - Pass (  ) Pass (  ) 0.752 -0. 002 -0.981 -0.050 0.039 -0.052 -0 .942 - - Pass (-) Pass (3.38) (Bar Develop.) 1.000 -0.001 -1.306 -0.067 0 .051 -0.068 -1.255 - - Pas s (-) Pass (2.54) (PSXFR) 2.500 0.021 -3.286 -0.164 0.127 -0.143 -3.160 - - Pas s (-) Pass (1.01) (H) 4.500 0.0 54 -3.315 -0.291 0 .224 -0.237 -3.090 - - Pas s (-) Pass (1.03) 5.793 0.075 -3.333 -0.3 71 0.286 -0.296 -3 .047 - - Pass (-) Pass (1.05) (0.1L g ) 12.902 0.193 -3.434 -0.779 0 .600 -0.586 -2.834 - - Pas s (-) Pass (1.12) 13.504 0.203 -3.442 -0.811 0 .625 -0.608 -2.817 - - Pas s (-) Pass (1.13) (0.2L g ) 25.804 0.408 -3.614 -1.384 1 .067 -0.976 -2.547 - - Pas s (-) Pass (1.25) 26.256 0.415 -3.621 -1.402 1 .081 -0.987 -2.540 - - Pas s (-) Pass (1.25) (0.3L g ) 38.707 0.623 -3.789 -1.817 1 .400 -1.193 -2.388 - - Pas s (-) Pass (1.33) 39.008 0.628 -3.793 -1.825 1 .407 -1.196 -2.386 - - Pas s (-) Pass (1.33) (0.4L g ) 51.609 0.838 -3.954 -2.076 1 .601 -1.239 -2.353 - - Pas s (-) Pass (1.35) 51.760 0.840 -3.956 -2.078 1 .602 -1.238 -2.353 - - Pas s (-) Pass (1.35) (HP) 58.135 0.945 -4.032 -2.141 1.651 -1.197 -2.381 - - Pas s (-) Pass (1.34) (0.5L g ) 64.511 0.945 -4.034 -2.163 1 .667 -1.217 -2.366 - - Pas s Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 7 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.602 KSI Allowable compressive stress = -0.6 f' c = -3.780 KSI f' c required to satisfy this stress check = 4.642 KSI (-) (1.35) (HP) 70.887 0.945 -4.032 -2.141 1.651 -1.197 -2.381 - - Pas s (-) Pass (1.34) 77.264 0.840 -3.956 -2.078 1 .602 -1.238 -2.353 - - Pas s (-) Pass (1.35) (0.6L g ) 77.413 0.838 -3.954 -2.076 1 .601 -1.239 -2.353 - - Pas s (-) Pass (1.35) 90.016 0.628 -3.793 -1.825 1 .407 -1.196 -2.386 - - Pas s (-) Pass (1.33) (0.7L g ) 90.315 0.623 -3.789 -1.817 1 .400 -1.193 -2.388 - - Pas s (-) Pass (1.33) 102.768 0.415 -3.621 -1.402 1.081 -0.987 -2 .540 - - Pass (-) Pass (1.25) (0.8L g ) 103.217 0.4 08 -3.61 4 -1.384 1.067 -0.976 -2.547 - - Pas s (-) Pass (1.25) 115.520 0.203 -3.442 -0.811 0.625 -0.608 -2 .817 - - Pass (-) Pass (1.13) (0.9L g ) 116.120 0.1 93 -3.43 4 -0.779 0.600 -0.586 -2.834 - - Pas s (-) Pass (1.12) 123.230 0.075 -3.333 -0.371 0.286 -0.296 -3 .047 - - Pass (-) Pass (1.05) (H) 124.522 0.054 -3.315 -0.291 0.224 -0.237 -3. 090 - - Pass (-) Pass (1.03) (PSXFR) 126.522 0.021 -3.286 -0.164 0.127 -0.143 -3. 160 - - Pass (-) Pass (1.01) (Bar Develop.) 128.022 -0.001 -1.306 -0 .067 0.051 -0.068 -1.255 - - Pas s (-) Pass (2.54) 128.272 -0.002 -0.978 -0.050 0 .039 -0.052 -0.940 - - Pa ss (-) Pass (3.39) (1.0L g ) 129.022 0.0 00 0.000 0.000 0.000 0.000 0.000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) (0.0L s ) 0.000 -0.002 -0.765 0.000 0.000 -0.002 -0.765 Pass (-) Pass (4.94) (Bar Develop.) 0.248 -0.001 -1.020 -0.029 0 .022 -0.030 -0.997 Pass (-) Pass (3.79) (PSXFR) 1.748 0.016 -2.573 -0.201 0.155 -0.184 -2.418 Pass (-) Pass (1.56) 3.748 0 .042 -2.605 -0.4 23 0.326 -0.380 -2 .279 Pass (-) Pass (1.66) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] (H) 5.042 0.059 -2.62 6 -0.562 0.434 -0.503 -2.192 Pass (-) Pass (1.72) 12.151 0.154 -2.740 -1.271 0 .980 -1.117 -1.760 Pass (-) Pass (2.15) (0.1L s ) 12.752 0.162 -2.750 -1.327 1.023 -1.165 -1. 727 Pass (-) Pass (2.19) 25.053 0.332 -2.941 -2.309 1 .780 -1.978 -1.161 Pass (-) Pass (1.91) (0.2L s ) 25.504 0.338 -2.948 -2.340 1.804 -2.002 -1. 144 Pass (-) Pass (1.89) 37.955 0.514 -3.126 -3.034 2 .339 -2.520 -0.787 Pass (-) Pass (1.50) (0.3L s ) 38.256 0.518 -3.130 -3.047 2.349 -2.529 -0. 781 Pass (-) Pass (1.49) 50.857 0.695 -3.282 -3.452 2 .661 -2.757 -0.621 Pass (-) Pass (1.37) (0.4L s ) 51.008 0.697 -3.283 -3.455 2.664 -2.758 -0. 620 Pass (-) Pass (1.37) (HP) 57.383 0.784 -3.345 -3.549 2 .736 -2.765 -0.609 Pass (-) Pass (1.37) (0.5L s ) 63.759 0.785 -3.349 -3.570 2.752 -2.785 -0. 597 Pass (-) Pass (1.36) (HP) 70.135 0.783 -3.343 -3.520 2 .714 -2.737 -0.629 Pass (-) Pass (1.38) (0.6L s ) 76.512 0.696 -3.279 -3.400 2.621 -2.703 -0. 658 Pass (-) Pass (1.40) 76.661 0.694 -3.277 -3.396 2 .618 -2.702 -0.659 Pass (-) Pass (1.40) (0.7L s ) 89.264 0.517 -3.123 -2.951 2.275 -2.433 -0. 849 Pass (-) Pass (1.55) 89.564 0.513 -3.119 -2.937 2 .264 -2.424 -0.855 Pass (-) Pass (1.56) (0.8L s ) 102.016 0 .337 -2.941 -2.230 1.719 -1.892 -1 .222 Pass (-) Pass (2.00) 102.466 0.331 -2.935 -2.199 1.696 -1.868 -1 .239 Pass (-) Pass (2.02) (0.9L s ) 114.768 0 .162 -2.745 -1.244 0.959 -1.082 -1 .786 Pass (-) Pass (2.12) 115.368 0.154 -2.736 -1.191 0.918 -1.038 -1 .817 Pass (-) Pass (2.08) (H) 122.478 0. 059 -2.624 -0.522 0 .403 -0.463 -2.221 Pass (-) Pass (1.70) 123.770 0.042 -2.604 -0.392 0.302 -0.350 -2 .301 Pass (-) Pass (1.64) (PSXFR) 125.770 0. 016 -2.572 -0.186 0.143 -0.169 -2. 429 Pass (-) Pass (1.56) (Bar Develop.) 127.270 -0.001 -1.020 -0 .027 0.021 -0.028 -0.999 Pass (-) Pass (3.78) (1.0L s ) 127.520 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (-) Pass (4.95) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.3L s ) 38.256 (1.60) (1.51) 50.857 6920.00 9406.98 58 45.52 Pass (1.61) Pass (1.36) (0.4L s ) 51.008 6926.36 94 09.12 5846.84 Pass (1.61) Pass (1.36) (HP) 57.383 7117.59 94 98.14 59 07.16 Pass (1.61) Pass (1.33) 57.388 7117.68 9498.11 59 07.15 Pass (1.61) Pass (1.33) (0.5L s ) 63.759 7158.26 94 56.66 5896.20 Pass (1.60) Pass (1.32) 70.130 7088.63 9412.83 58 93.68 Pass (1.60) Pass (1.33) (HP) 70.135 7088.51 94 12.79 58 93.68 Pass (1.60) Pass (1.33) (0.6L s ) 76.512 6869.90 92 39.87 5819.56 Pass (1.59) Pass (1.34) 76.661 6863.01 9235.81 58 17.92 Pass (1.59) Pass (1.35) (0.7L s ) 89.264 6002.85 88 95.07 5698.72 Pass (1.56) Pass (1.48) 89.564 5976.04 8886.92 56 96.41 Pass (1.56) Pass (1.49) (0.8L s ) 102.016 45 77.24 8539.53 5625.23 Pass (1.52) Pass (1.87) 102.466 4516.39 8526.61 56 23.63 Pass (1.52) Pass (1.89) (0.9L s ) 114.768 25 73.94 8173.25 3423.34 Pass (2.39) Pass (3.18) 115.368 2465.60 8156.74 32 79.25 Pass (2.49) Pass (3.31) (1.5H) 120.228 1541.24 71 33.04 20 49.85 Pas s (3.48) Pass (4.63) 120.770 1433.11 6931.25 19 06.04 Pass (3.64) Pass (4.84) (H) 122.478 1085.40 6 293.95 1443.58 Pass (4.36) Pass (5.80) (CS) 122.731 1033.17 6 198.65 1374.12 Pass (4.51) Pass (6.00) 123.770 815.74 5802.88 1084.93 Pass (5.35) Pass (7.11) 124.145 736.36 5658.79 979.36 Pass (5.78) Pass (7.68) (PSXFR) 125.770 386.75 50 26.50 514.38 Pass (9.77) Pass (10+) (FoS) 126.978 120.84 2733.75 160.72 Pas s (10+) Pass (10+) (Bar Develop.) 127.270 55.90 2133.08 74.35 Pass (10+) Pass (10+) (1.0L s ) 127.520 0.00 1611.13 0.00 Pas s (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.789 Yes Yes 252.16 2 86.21 Pass (1.14) (H) 5.042 Yes Yes 251.25 2 85.63 Pass (1.14) (1.5H) 7.292 Yes Yes 243.22 280.91 Pass (1.15) 12.151 Yes Yes 226.03 272.68 Pass (1.21) (0.1L s ) 12.752 Yes Yes 223.92 271.28 Pa ss (1.21) 25.053 Yes Yes 181.44 250.55 Pass (1.38) (0.2L s ) 25.504 Yes Yes 179.91 250.16 Pa ss (1.39) 37.955 Yes Yes 138.39 246.49 Pass (1.78) (0.3L s ) 38.256 Yes Yes 137.40 246.42 Pa ss (1.79) 50.857 Yes Yes 96.87 242.05 Pass (2.50) (0.4L s ) 51.008 Yes Yes 96 .39 241.86 Pass (2.51) (HP) 57.383 Yes Yes 76.45 2 41.56 Pass (3.16) (0.5L s ) 63.759 Yes Yes 61 .49 227.01 Pass (3.69) (HP) 70.135 Yes Yes 80.92 2 38.06 Pass (2.94) (0.6L s ) 76.512 Yes Yes 100.45 236.72 Pa ss (2.36) 76.661 Yes Yes 100.91 236.87 Pass (2.35) (0.7L s ) 89.264 Yes Yes 139.80 241.49 Pa ss (1.73) 89.564 Yes Yes 140.73 241.50 Pass (1.72) (0.8L s ) 102.016 Yes Yes 179.54 246.16 Pass (1.37) 102.466 Yes Yes 180.95 246.63 Pass (1.36) (0.9L s ) 114.768 Yes Yes 219.67 272.68 Pass (1.24) 115.368 Yes Yes 221.57 274.08 Pass (1.24) (1.5H) 120.228 Yes Yes 236.98 286.69 Pass (1.21) (H) 122.478 Yes Yes 244.13 290.68 Pass Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (1.19) (CS) 122.731 Yes Yes 244.93 291.15 Pass (1.19) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) (CS) 4.789 18.000 2 4.000 Pass 0.267 N/A N/A 53.558 123.937 Pass (2.31) (H) 5.042 18.000 2 4.000 Pass 0.267 N/A N/A 53.356 123.937 Pass (2.32) (1.5H) 7.292 18.000 24 .000 Pass 0.267 N/A N/A 51.568 123.931 Pass (2.40) 12.151 18.000 24.000 Pass 0.267 N/A N/A 47.754 123.919 Pass (2.59) (0.1L s ) 12.752 18.000 24.000 Pa ss 0.267 N/A N/A 47.287 123.918 Pass (2.62) 25.053 18.000 24.000 Pass 0.267 N/A N/A 37.953 123.888 Pass (3.26) (0.2L s ) 25.504 18.000 24.000 Pa ss 0.267 N/A N/A 37.619 123.886 Pass (3.29) 37.955 18.000 24.000 Pass 0.267 N/A N/A 28.632 123.856 Pass (4.33) (0.3L s ) 38.256 18.000 24.000 Pa ss 0.267 N/A N/A 28.420 123.855 Pass (4.36) 50.857 18.000 24.000 Pass 0.267 N/A N/A 19.802 123.824 Pass (6.25) (0.4L s ) 51.008 18.000 24.000 Pa ss 0.267 N/A N/A 19.701 123.824 Pass (6.29) (HP) 57.383 18.000 24.000 Pass 0.267 N/A N/A 15.526 123.808 Pa ss (7.97) (0.5L s ) 63.759 18.000 24.000 Pa ss 0.267 N/A N/A 12.403 123.793 Pass (9.98) (HP) 70.135 18.000 24.000 Pass 0.267 N/A N/A 16.206 123.777 Pa ss (7.64) (0.6L s ) 76.512 18.000 24.000 Pa ss 0.267 N/A N/A 19.967 123.761 Pass (6.20) 76.661 18.000 24.000 Pass 0.267 N/A N/A 20.054 123.761 Pass (6.17) (0.7L s ) 89.264 18.000 24.000 Pa ss 0.267 N/A N/A 27.337 123.730 Pass (4.53) 89.564 18.000 24.000 Pass 0.267 N/A N/A 27.507 123.729 Pass (4.50) (0.8L s ) 102.016 18.000 24 .000 Pass 0.267 N/A N/A 34.467 123.699 Pass (3.59) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] 102.466 18.000 24.000 Pa ss 0.267 N/A N/A 34.714 123.698 Pass (3.56) (0.9L s ) 114.768 18.000 24 .000 Pass 0.267 N/A N/A 41.300 123.668 Pass (2.99) 115.368 18.000 24.000 Pa ss 0.267 N/A N/A 41.613 123.666 Pass (2.97) (1.5H) 120.228 18.0 00 24.000 Pass 0.267 N/A N/A 44.119 123.654 Pa ss (2.80) (H) 122.478 18.000 24 .000 Pass 0.267 N/A N/A 45.259 123.649 Pass (2.73) (CS) 122.731 18.000 24 .000 Pass 0.267 N/A N/A 45.386 123.648 Pass (2.72) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 5 73.75 388.21 5.8.3.5-2 Pass (1.48) (PSXFR) 1.748 1102.18 388.21 5.8.3.5-2 Pass (2.84) 3.748 1291.78 388.21 5.8.3.5-2 Pass (3.33) (CS) 4.789 1390.44 388.21 5.8.3.5-2 Pass (3.58) (H) 5.042 1414.40 651.41 5.8.3.5-1 Pass (2.17) (1.5H) 7.292 1625.28 744.24 5.8.3.5-1 Pass (2.18) 12.151 1856.83 930.08 5.8.3.5-1 Pass (2.00) (0.1L s ) 12.752 1857.26 951.57 5.8.3.5-1 Pass (1.95) 25.053 2101.74 1357.58 5.8.3.5-1 Pass (1.55) (0.2L s ) 25.504 2101.67 1368.18 5.8.3.5-1 Pass (1.54) 37.955 2178.95 1582.91 5.8.3.5-1 Pass (1.38) (0.3L s ) 38.256 2178.83 1586.28 5.8.3.5-1 Pass (1.37) 50.857 2173.41 1675.01 5.8.3.5-1 Pass (1.30) (0.4L s ) 51.008 2173.34 1675.57 5.8.3.5-1 Pass (1.30) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (HP) 57.383 2170.18 1 681.94 5.8.3.5-1 Pass (1.29) (0.5L s ) 63.759 2165.67 1699.91 5.8.3.5-1 Pass (1.27) (HP) 70.135 2161.11 1 687.38 5.8.3.5-1 Pass (1.28) (0.6L s ) 76.512 2155.34 1681.95 5.8.3.5-1 Pass (1.28) 76.661 2155.20 1681.42 5.8.3.5-1 Pass (1.28) (0.7L s ) 89.264 2142.66 1598.15 5.8.3.5-1 Pass (1.34) 89.564 2142.31 1594.75 5.8.3.5-1 Pass (1.34) (0.8L s ) 1 02.016 2043.16 1362.53 5.8.3.5-1 Pass (1.50) 102.466 2042.09 1351.22 5.8.3.5-1 Pass (1.51) (0.9L s ) 1 14.768 1765.97 923.16 5.8.3.5-1 Pass (1.91) 115.368 1763.29 901.89 5.8.3.5-1 Pass (1.96) (1.5H) 120.228 1534.29 719.15 5.8.3.5-1 Pass (2.13) (H) 122.478 1344.95 627.78 5.8.3.5-1 Pass (2.14) (CS) 122.731 1323.70 374.06 5.8.3.5-2 Pass (3.54) 123.770 1236.11 374.06 5.8.3.5-2 Pass (3.30) (PSXFR) 125.770 1066.76 374.06 5.8.3.5-2 Pass (2.85) (FoS) 126.978 566.98 374.06 5.8.3 .5-2 Pass (1.52) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 18.000 24.000 2.495 0.267 0.111 Pass (Bar Develop.) 0.248 #4 18.000 24 .000 2.495 0.267 0.111 Pass (FoS) 0.542 #4 18.000 24 .000 2.495 0.267 0.111 Pass (PSXFR) 1.748 #4 18.000 24.000 2.495 0.267 0.111 Pass 3.748 #4 18.000 2 4.000 2.495 0.267 0.111 Pass (CS) 4.789 #4 18.000 2 4.000 2.495 0.267 0.111 Pass (H) 5.042 #4 18.000 24.000 2.495 0.267 0.111 Pass (1.5H) 7.292 #4 18.000 24 .000 2.495 0.267 0.111 Pass 12.151 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.1L s ) 12.752 #4 18.000 24. 000 2.495 0.267 0.111 Pass 25.053 #4 18.000 24.000 2.495 0.267 0.111 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.2L s ) 25.504 #4 18.000 24. 000 2.495 0.267 0.111 Pass 37.955 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.3L s ) 38.256 #4 18.000 24. 000 2.495 0.267 0.111 Pass 50.857 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.4L s ) 51.008 #4 18.000 24. 000 2.495 0.267 0.111 Pass (HP) 57.383 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.5L s ) 63.759 #4 18.000 24. 000 2.495 0.267 0.111 Pass (HP) 70.135 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.6L s ) 76.512 #4 18.000 24. 000 2.495 0.267 0.111 Pass 76.661 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.7L s ) 89.264 #4 18.000 24. 000 2.495 0.267 0.111 Pass 89.564 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.8L s ) 102.016 #4 18.000 24 .000 2.495 0.267 0.111 Pass 102.466 #4 18.000 24 .000 2.495 0.267 0.111 Pass (0.9L s ) 114.768 #4 18.000 24 .000 2.495 0.267 0.111 Pass 115.368 #4 18.000 24 .000 2.495 0.267 0.111 Pass (1.5H) 120.228 #4 18.000 24. 000 2.495 0.267 0.111 Pass (H) 122.478 #4 18.000 24 .000 2.495 0.267 0.111 Pass (CS) 122.731 #4 18.000 24 .000 2.495 0.267 0.111 Pass 123.770 #4 18.000 24 .000 2.495 0.267 0.111 Pass (PSXFR) 125.770 #4 18.000 24 .000 2.495 0.267 0.111 Pass (FoS) 126.978 #4 18.000 24.000 2.495 0.267 0.111 Pass (Bar Develop.) 127.270 #4 18.000 24.000 2.495 0.267 0.111 Pass (1.0L s ) 127.520 #4 18.000 24 .000 2.495 0.267 0.111 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 1 Girder R February 16, 2015 7:27:15 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 1, Girder R does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 1 Girder R Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 54 Size 0.500 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 18.119 in Eccentricity @ End 11.897 in Prestressing Strands Depressed NO. (# of Harped Strands) 8 Y b of Topmost Depressed Strand(s) @ End 50.500 in Concrete Release Strength f' ci 4.900 KSI Minimum 28 day compressive strength f' c 6.300 KSI Optional Design Design Load Compressive Stress (Top CL) 4.110 KSI Design Load Tensile Stress (Bottom CL) -3.790 KSI Required minimum ultimate moment capacity 7186.01 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.50250 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.66230 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.29680 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 127.847 ft Girder Length 129.350 ft Number of Girders 22 Girder Spacing Datum Start of Span Measured normal to alignment at abutment line Left Girder Spacing Start of Span 7.625 ft Right Girder Spacing Start of Span 7.625 ft Girder Spacing Datum End of Span Measured normal to alignment at pier line Left Girder Spacing End of Span 4.110 ft Right Girder Spacing End of Span 4.110 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is approximated with Linear Load Segments applied along the length of the girder Haunch weight includes effects of roadway geometry but does not include a reduction for camber Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Abutment 1 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) 0.000 0.760 0.000 0.760 0.247 0.759 0.000 0.759 0.542 0.758 0.000 0.758 1.747 0.755 0.000 0.755 3.375 0.751 0.000 0.751 3.747 0.750 0.000 0.750 4.789 0.747 0.000 0.747 5.042 0.746 0.000 0.746 6.750 0.742 0.000 0.742 7.292 0.740 0.000 0.740 12.182 0.727 0.000 0.727 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.780 KSI f' c required to satisfy this stress check = 5.541 KSI (1.56) (H) 122.805 0. 059 -2.624 -0.523 0 .403 -0.464 -2.221 Pas s (1.28) 124.097 0.042 -2.604 -0.393 0.303 -0.351 -2 .301 Pass (1.23) (PSXFR) 126.097 0. 016 -2.572 -0.186 0.143 -0.170 -2. 429 Pass (1.17) (Bar Develop.) 127.597 -0.001 -1.020 -0 .027 0.021 -0.028 -0.999 Pass (2.84) (1.0L s ) 127.847 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (3.71) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.002 -0.767 0.000 0.000 -0.002 -0.767 Pas s (4.93) (Bar Develop.) 0.247 -0.001 -1.020 -0.032 0 .022 -0.033 -0.997 Pas s (3.79) (PSXFR) 1.747 0.016 -2.573 -0.224 0.155 -0.208 -2.418 Pas s (1.56) 3.747 0 .042 -2.605 -0.4 73 0.327 -0.431 -2 .279 Pass (1.66) (H) 5.042 0.059 -2.62 6 -0.629 0.434 -0.570 -2.192 Pas s (1.72) 12.182 0.154 -2.741 -1.430 0 .984 -1.276 -1.756 Pa ss (2.15) (0.1L s ) 12.785 0.162 -2.750 -1.493 1.027 -1.331 -1. 723 Pass (2.19) 25.117 0.332 -2.943 -2.612 1 .788 -2.280 -1.154 Pa ss (1.66) (0.2L s ) 25.569 0.338 -2.950 -2.647 1.812 -2.309 -1. 137 Pass (1.64) 38.052 0.515 -3.128 -3.449 2 .350 -2.935 -0.779 Pa ss (1.29) (0.3L s ) 38.354 0.519 -3.132 -3.465 2.360 -2.946 -0. 772 Pass (1.28) 50.987 0.696 -3.284 -3.948 2 .673 -3.253 -0.611 Pa ss (1.16) (0.4L s ) 51.139 0.698 -3.286 -3.952 2.676 -3.254 -0. 610 Pass (1.16) (HP) 57.530 0.785 -3.348 -4.073 2 .748 -3.288 -0.600 Pas s (1.15) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.477 KSI f' c required to satisfy this stress check = 5.306 KSI (0.5L s ) 63.922 0.786 -3.352 -4.110 2.765 -3.325 -0. 587 Pass (1.14) (HP) 70.314 0.784 -3.345 -4.071 2 .726 -3.287 -0.619 Pas s (1.15) (0.6L s ) 76.708 0.697 -3.281 -3.949 2.633 -3.253 -0. 649 Pass (1.16) 76.857 0.695 -3.280 -3.946 2 .630 -3.251 -0.650 Pa ss (1.16) (0.7L s ) 89.493 0.518 -3.125 -3.461 2.285 -2.943 -0. 840 Pass (1.28) 89.792 0.513 -3.121 -3.445 2 .274 -2.932 -0.847 Pa ss (1.29) (0.8L s ) 102.278 0 .337 -2.943 -2.645 1.727 -2.307 -1 .216 Pass (1.64) 102.727 0.331 -2.936 -2.610 1.703 -2.279 -1 .232 Pass (1.66) (0.9L s ) 115.062 0 .162 -2.746 -1.493 0.963 -1.331 -1 .782 Pass (2.12) 115.662 0.154 -2.736 -1.431 0.923 -1.277 -1 .814 Pass (2.08) (H) 122.805 0. 059 -2.624 -0.630 0 .403 -0.571 -2.221 Pas s (1.70) 124.097 0.042 -2.604 -0.474 0.303 -0.432 -2 .301 Pass (1.64) (PSXFR) 126.097 0. 016 -2.572 -0.225 0.143 -0.208 -2. 429 Pass (1.56) (Bar Develop.) 127.597 -0.001 -1.020 -0 .033 0.021 -0.034 -0.999 Pass (3.78) (1.0L s ) 127.847 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (4.95) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.767 0.000 -0.767 Pass (-) (Bar Develop.) 0.247 -1.020 0.030 -0.990 Pa ss (-) (PSXFR) 1.747 -2.573 0.211 -2.363 Pass (-) 3.747 -2.605 0.444 -2.161 Pa ss (-) (H) 5.042 -2 .626 0.591 -2.035 Pa ss Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 12 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] (-) 12.182 -2.741 1.340 -1.400 Pass (-) (0.1L s ) 12.785 -2.750 1.399 -1.351 Pa ss (-) 25.117 -2.943 2.439 -0.504 Pass (-) (0.2L s ) 25.569 -2.950 2.471 -0.478 Pa ss (-) 38.052 -3.128 3.207 0.079 Pass (6.02) (0.3L s ) 38.354 -3.132 3.221 0.089 Pass (5.35) 50.987 -3.284 3.657 0.373 Pass (1.28) (0.4L s ) 51.139 -3.286 3.661 0.375 Pass (1.27) (HP) 57.530 -3.348 3.764 0.416 Pass (1.15) (0.5L s ) 63.922 -3.352 3.790 0.438 Pass (1.09) (HP) 70.314 -3.345 3.749 0.404 Pass (1.18) (0.6L s ) 76.708 -3.281 3.632 0.350 Pass (1.36) 76.857 -3.280 3.628 0.348 Pass (1.37) (0.7L s ) 89.493 -3.125 3.171 0.045 Pass (10+) 89.792 -3.121 3.156 0.035 Pass (10+) (0.8L s ) 102.278 -2.943 2.414 -0.529 Pass (-) 102.727 -2.936 2.382 -0.554 Pass (-) (0.9L s ) 115.062 -2.746 1.356 -1.389 Pass (-) 115.662 -2.736 1.299 -1.437 Pass (-) (H) 122.805 -2.624 0.570 -2.054 Pa ss (-) 124.097 -2.604 0.429 -2.175 Pass (-) (PSXFR) 126.097 -2.572 0.203 -2.369 Pass (-) (Bar Develop.) 127.597 -1.020 0.029 -0.990 Pass (-) (1.0L s ) 127.847 -0.764 0.000 -0.764 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.520 KSI f' c required to satisfy this stress check = 4.091 KSI (0.0L s ) 0.000 -0.002 -0.767 0.000 0.000 -0.001 -0.383 Pas s (6.57) (Bar Develop.) 0.247 -0.001 -1.020 -0.016 0 .011 -0.017 -0.499 Pas s (5.05) (PSXFR) 1.747 0.016 -2.573 -0.112 0.077 -0.103 -1.209 Pas s (2.08) 3.747 0 .042 -2.605 -0.2 36 0.163 -0.214 -1 .139 Pass (2.21) (H) 5.042 0.059 -2.62 6 -0.314 0.217 -0.284 -1.096 Pas s (2.30) 12.182 0.154 -2.741 -0.712 0 .492 -0.635 -0.878 Pa ss (2.87) (0.1L s ) 12.785 0.162 -2.750 -0.743 0.514 -0.662 -0. 861 Pass (2.93) 25.117 0.332 -2.943 -1.298 0 .894 -1.132 -0.577 Pa ss (2.23) (0.2L s ) 25.569 0.338 -2.950 -1.315 0.906 -1.146 -0. 569 Pass (2.20) 38.052 0.515 -3.128 -1.712 1 .175 -1.455 -0.389 Pa ss (1.73) (0.3L s ) 38.354 0.519 -3.132 -1.720 1.180 -1.460 -0. 386 Pass (1.73) 50.987 0.696 -3.284 -1.957 1 .337 -1.609 -0.306 Pa ss (1.57) (0.4L s ) 51.139 0.698 -3.286 -1.958 1.338 -1.610 -0. 305 Pass (1.57) (HP) 57.530 0.785 -3.348 -2.015 1 .374 -1.622 -0.300 Pas s (1.55) (0.5L s ) 63.922 0.786 -3.352 -2.029 1.382 -1.636 -0. 294 Pass (1.54) (HP) 70.314 0.784 -3.345 -2.013 1 .363 -1.621 -0.310 Pas s (1.55) (0.6L s ) 76.708 0.697 -3.281 -1.955 1.316 -1.607 -0. 324 Pass (1.57) 76.857 0.695 -3.280 -1.953 1 .315 -1.606 -0.325 Pa ss (1.57) (0.7L s ) 89.493 0.518 -3.125 -1.715 1.143 -1.456 -0. 420 Pass (1.73) 89.792 0.513 -3.121 -1.707 1 .137 -1.451 -0.423 Pa ss (1.74) (0.8L s ) 102.278 0 .337 -2.943 -1.311 0.863 -1.142 -0 .608 Pass (2.21) 102.727 0.331 -2.936 -1.294 0.852 -1.128 -0 .616 Pass (2.23) (0.9L s ) 115.062 0 .162 -2.746 -0.741 0.482 -0.661 -0 .891 Pass (2.83) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city 115.662 0.154 -2.736 -0.711 0.461 -0.634 -0 .907 Pass (2.78) (H) 122.805 0. 059 -2.624 -0.313 0 .202 -0.284 -1.110 Pas s (2.27) 124.097 0.042 -2.604 -0.236 0.151 -0.214 -1 .150 Pass (2.19) (PSXFR) 126.097 0. 016 -2.572 -0.112 0.072 -0.104 -1. 214 Pass (2.07) (Bar Develop.) 127.597 -0.001 -1.020 -0 .016 0.010 -0.017 -0.499 Pass (5.05) (1.0L s ) 127.847 -0.002 -0.764 0.0 00 0.000 -0.001 -0 .382 Pass (6.60) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 16 36.10 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.247 57.52 2165.02 76.50 Pas s (10+) Pass (10+) (FoS) 0.542 125.93 27 91.64 167.49 Pass (10+) Pass (10+) (PSXFR) 1.747 402.02 5299.43 534.69 Pas s (9.91) Pass (10+) 3.375 766.07 6021.87 1018.87 Pass (5.91) Pass (7.86) 3.747 847.75 6185.82 1127.51 Pass (5.49) Pass (7.30) (CS) 4.789 10 73.86 6643.77 1428.23 Pass (4.65) Pass (6.19) (H) 5.042 1128.05 6754.48 1500.31 Pass (4.50) Pass (5.99) 6.750 1487.91 7495.59 1978.92 Pass (3.79) Pass (5.04) (1.5H) 7.292 1599.65 7 722.86 2127.54 Pass (3.63) Pass (4.83) 12.182 2557.12 8823.90 34 00.97 Pass (2.59) Pass (3.45) (0.1L s ) 12.785 2668.77 88 33.48 3549.47 Pass (2.49) Pass (3.31) 25.117 4646.60 9025.21 57 50.65 Pass (1.57) Pass (1.94) (0.2L s ) 25.569 4708.13 90 32.09 5749.29 Pass (1.57) Pass (1.92) 38.052 6098.77 9218.65 57 58.45 Pass (1.60) Pass (1.51) 6125.14 9223.09 5759.67 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.3L s ) 38.354 (1.60) (1.51) 50.987 6946.70 9404.96 58 43.05 Pass (1.61) Pass (1.35) (0.4L s ) 51.139 6953.11 94 07.10 5844.37 Pass (1.61) Pass (1.35) (HP) 57.530 7145.10 94 96.04 59 04.92 Pass (1.61) Pass (1.33) 57.534 7145.19 9496.01 59 04.91 Pass (1.61) Pass (1.33) (0.5L s ) 63.922 7186.01 94 54.50 5894.00 Pass (1.60) Pass (1.32) 70.309 7116.05 9410.62 58 91.54 Pass (1.60) Pass (1.32) (HP) 70.314 7115.94 94 10.58 58 91.54 Pass (1.60) Pass (1.32) (0.6L s ) 76.708 6896.42 92 37.59 5817.27 Pass (1.59) Pass (1.34) 76.857 6889.54 9233.55 58 15.64 Pass (1.59) Pass (1.34) (0.7L s ) 89.493 6025.94 88 92.89 5696.30 Pass (1.56) Pass (1.48) 89.792 5999.14 8884.77 56 93.99 Pass (1.56) Pass (1.48) (0.8L s ) 102.278 45 94.75 8537.21 5622.90 Pass (1.52) Pass (1.86) 102.727 4533.86 8524.34 56 21.32 Pass (1.52) Pass (1.88) (0.9L s ) 115.062 25 83.74 8170.88 3436.38 Pass (2.38) Pass (3.16) 115.662 2475.30 8154.41 32 92.15 Pass (2.48) Pass (3.29) (1.5H) 120.555 1543.38 71 33.47 20 52.70 Pas s (3.48) Pass (4.62) 121.097 1435.09 6931.68 19 08.67 Pass (3.63) Pass (4.83) (H) 122.805 1086.85 6 295.09 1445.51 Pass (4.35) Pass (5.79) (CS) 123.058 1034.55 6 199.90 1375.95 Pass (4.51) Pass (5.99) 124.097 816.80 5804.57 1086.35 Pass (5.34) Pass (7.11) 124.472 737.32 5660.64 980.63 Pass (5.77) Pass (7.68) (PSXFR) 126.097 387.24 50 28.99 515.03 Pass (9.76) Pass (10+) (FoS) 127.305 120.99 2735.79 160.92 Pas s (10+) Pass (10+) (Bar Develop.) 127.597 55.97 2134.79 74.44 Pass (10+) Pass (10+) (1.0L s ) 127.847 0.00 1612.45 0.00 Pas s (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.789 Yes Yes 252.56 2 86.09 Pass (1.13) (H) 5.042 Yes Yes 251.66 2 85.52 Pass (1.13) (1.5H) 7.292 Yes Yes 243.63 280.80 Pass (1.15) 12.182 Yes Yes 226.35 272.51 Pass (1.20) (0.1L s ) 12.785 Yes Yes 224.23 271.10 Pa ss (1.21) 25.117 Yes Yes 181.69 250.29 Pass (1.38) (0.2L s ) 25.569 Yes Yes 180.15 249.90 Pa ss (1.39) 38.052 Yes Yes 138.57 246.19 Pass (1.78) (0.3L s ) 38.354 Yes Yes 137.58 246.12 Pa ss (1.79) 50.987 Yes Yes 96.99 239.21 Pass (2.47) (0.4L s ) 51.139 Yes Yes 96 .51 239.03 Pass (2.48) (HP) 57.530 Yes Yes 76.54 2 38.75 Pass (3.12) (0.5L s ) 63.922 Yes Yes 61 .55 224.33 Pass (3.64) (HP) 70.314 Yes Yes 81.01 2 35.32 Pass (2.90) (0.6L s ) 76.708 Yes Yes 100.57 233.97 Pa ss (2.33) 76.857 Yes Yes 101.03 234.11 Pass (2.32) (0.7L s ) 89.493 Yes Yes 139.98 241.18 Pa ss (1.72) 89.792 Yes Yes 140.91 241.19 Pass (1.71) (0.8L s ) 102.278 Yes Yes 179.79 245.92 Pass (1.37) 102.727 Yes Yes 181.19 246.39 Pass (1.36) (0.9L s ) 115.062 Yes Yes 219.98 272.50 Pass (1.24) 115.662 Yes Yes 221.88 273.90 Pass (1.23) (1.5H) 120.555 Yes Yes 237.38 286.59 Pass (1.21) (H) 122.805 Yes Yes 244.52 290.58 Pass Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (1.19) (CS) 123.058 Yes Yes 245.32 291.05 Pass (1.19) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) (CS) 4.789 18.000 2 4.000 Pass 0.267 N/A N/A 53.630 123.936 Pass (2.31) (H) 5.042 18.000 2 4.000 Pass 0.267 N/A N/A 53.428 123.936 Pass (2.32) (1.5H) 7.292 18.000 24 .000 Pass 0.267 N/A N/A 51.642 123.930 Pass (2.40) 12.182 18.000 24.000 Pass 0.267 N/A N/A 47.808 123.918 Pass (2.59) (0.1L s ) 12.785 18.000 24.000 Pa ss 0.267 N/A N/A 47.340 123.917 Pass (2.62) 25.117 18.000 24.000 Pass 0.267 N/A N/A 37.994 123.887 Pass (3.26) (0.2L s ) 25.569 18.000 24.000 Pa ss 0.267 N/A N/A 37.659 123.885 Pass (3.29) 38.052 18.000 24.000 Pass 0.267 N/A N/A 28.660 123.855 Pass (4.32) (0.3L s ) 38.354 18.000 24.000 Pa ss 0.267 N/A N/A 28.448 123.854 Pass (4.35) 50.987 18.000 24.000 Pass 0.267 N/A N/A 19.819 123.823 Pass (6.25) (0.4L s ) 51.139 18.000 24.000 Pa ss 0.267 N/A N/A 19.718 123.823 Pass (6.28) (HP) 57.530 18.000 24.000 Pass 0.267 N/A N/A 15.538 123.807 Pa ss (7.97) (0.5L s ) 63.922 18.000 24.000 Pa ss 0.267 N/A N/A 12.411 123.792 Pass (9.97) (HP) 70.314 18.000 24.000 Pass 0.267 N/A N/A 16.218 123.776 Pa ss (7.63) (0.6L s ) 76.708 18.000 24.000 Pa ss 0.267 N/A N/A 19.983 123.761 Pass (6.19) 76.857 18.000 24.000 Pass 0.267 N/A N/A 20.070 123.760 Pass (6.17) (0.7L s ) 89.493 18.000 24.000 Pa ss 0.267 N/A N/A 27.361 123.729 Pass (4.52) 89.792 18.000 24.000 Pass 0.267 N/A N/A 27.531 123.729 Pass (4.49) (0.8L s ) 102.278 18.000 24 .000 Pass 0.267 N/A N/A 34.499 123.698 Pass (3.59) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] 102.727 18.000 24.000 Pa ss 0.267 N/A N/A 34.744 123.697 Pass (3.56) (0.9L s ) 115.062 18.000 24 .000 Pass 0.267 N/A N/A 41.338 123.667 Pass (2.99) 115.662 18.000 24.000 Pa ss 0.267 N/A N/A 41.650 123.666 Pass (2.97) (1.5H) 120.555 18.0 00 24.000 Pass 0.267 N/A N/A 44.168 123.654 Pa ss (2.80) (H) 122.805 18.000 24 .000 Pass 0.267 N/A N/A 45.306 123.648 Pass (2.73) (CS) 123.058 18.000 24 .000 Pass 0.267 N/A N/A 45.433 123.647 Pass (2.72) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 5 74.96 389.10 5.8.3.5-2 Pass (1.48) (PSXFR) 1.747 1103.11 389.10 5.8.3.5-2 Pass (2.84) 3.747 1292.62 389.10 5.8.3.5-2 Pass (3.32) (CS) 4.789 1391.39 389.10 5.8.3.5-2 Pass (3.58) (H) 5.042 1415.34 652.65 5.8.3.5-1 Pass (2.17) (1.5H) 7.292 1626.02 745.66 5.8.3.5-1 Pass (2.18) 12.182 1856.60 933.05 5.8.3.5-1 Pass (1.99) (0.1L s ) 12.785 1857.04 954.63 5.8.3.5-1 Pass (1.95) 25.117 2101.51 1362.49 5.8.3.5-1 Pass (1.54) (0.2L s ) 25.569 2101.44 1373.14 5.8.3.5-1 Pass (1.53) 38.052 2178.71 1588.98 5.8.3.5-1 Pass (1.37) (0.3L s ) 38.354 2178.60 1592.37 5.8.3.5-1 Pass (1.37) 50.987 2173.19 1681.21 5.8.3.5-1 Pass (1.29) (0.4L s ) 51.139 2173.11 1681.78 5.8.3.5-1 Pass (1.29) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (HP) 57.530 2169.96 1 688.32 5.8.3.5-1 Pass (1.29) (0.5L s ) 63.922 2165.46 1706.30 5.8.3.5-1 Pass (1.27) (HP) 70.314 2160.91 1 693.80 5.8.3.5-1 Pass (1.28) (0.6L s ) 76.708 2155.15 1688.23 5.8.3.5-1 Pass (1.28) 76.857 2155.01 1687.70 5.8.3.5-1 Pass (1.28) (0.7L s ) 89.493 2142.47 1604.35 5.8.3.5-1 Pass (1.34) 89.792 2142.12 1600.95 5.8.3.5-1 Pass (1.34) (0.8L s ) 1 02.278 2042.93 1367.34 5.8.3.5-1 Pass (1.49) 102.727 2041.85 1356.02 5.8.3.5-1 Pass (1.51) (0.9L s ) 1 15.062 1765.69 926.13 5.8.3.5-1 Pass (1.91) 115.662 1763.01 904.83 5.8.3.5-1 Pass (1.95) (1.5H) 120.555 1534.58 720.53 5.8.3.5-1 Pass (2.13) (H) 122.805 1345.34 628.99 5.8.3.5-1 Pass (2.14) (CS) 123.058 1324.10 374.92 5.8.3.5-2 Pass (3.53) 124.097 1236.56 374.92 5.8.3.5-2 Pass (3.30) (PSXFR) 126.097 1067.35 374.92 5.8.3.5-2 Pass (2.85) (FoS) 127.305 567.40 374.92 5.8.3 .5-2 Pass (1.51) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 18.000 24.000 2.495 0.267 0.111 Pass (Bar Develop.) 0.247 #4 18.000 24 .000 2.495 0.267 0.111 Pass (FoS) 0.542 #4 18.000 24 .000 2.495 0.267 0.111 Pass (PSXFR) 1.747 #4 18.000 24.000 2.495 0.267 0.111 Pass 3.747 #4 18.000 2 4.000 2.495 0.267 0.111 Pass (CS) 4.789 #4 18.000 2 4.000 2.495 0.267 0.111 Pass (H) 5.042 #4 18.000 24.000 2.495 0.267 0.111 Pass (1.5H) 7.292 #4 18.000 24 .000 2.495 0.267 0.111 Pass 12.182 #4 18.000 24.000 2.495 0.267 0.111 Pass (0.1L s ) 12.785 #4 18.000 24. 000 2.495 0.267 0.111 Pass 25.117 #4 18.000 24.000 2.495 0.267 0.111 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 1 Girder S Design Camber 2.955 in 0.246 ft Deflection (Prestressing) 6.289 in 0.524 ft Deflection (Girder) -4.289 in -0.357 ft Deflection (Slab and Diaphragms) -2.600 in -0.217 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.600 in 0.217 ft Excess Camber (Based on Design Camber) 0.355 in 0.030 ft Live Load Deflection (HL93 - Per Lane) -3.314 in -0.276 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.715 in -0.060 ft Effective Prestress a t Mid-Sp an At Jacking 1673.06 0.000 202.500 Before Prestress Transfer 1656.70 1.980 200.520 After Prestress Transfer 1526.02 17.797 184.703 At Lifting 1526.02 17.797 184.703 At Shipping 1526.02 17.797 184.703 After Deck Placement 1268.84 48.924 153.576 After Superimposed Dead Loads 1268.84 48.924 153.576 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 6 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.531 KSI Allowable tensile stress = 0.2400  f' ci = 0.531 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -3.185 KSI f' ci required to satisfy this stress check = 4.860 KSI Final 12 68. 84 48.924 1 53. 576 Final with Live Load 1268.84 48.924 153.576 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.755 -0. 002 -0.986 -0.051 0.039 -0.053 -0 .946 - - Pass (-) Pass (3.37) (Bar Develop.) 1.000 -0.001 -1.306 -0.067 0 .052 -0.068 -1.254 - - Pas s (-) Pass (2.54) (PSXFR) 2.500 0.021 -3.286 -0.165 0.127 -0.145 -3.159 - - Pas s (-) Pass (1.01) (H) 4.500 0.054 -3.31 5 -0.293 0.226 -0.239 -3.089 - - Pas s (-) Pass (1.03) 5.797 0 .075 -3.333 -0.3 73 0.288 -0.299 -3 .045 - - Pass (-) Pass (1.05) (0.1L g ) 12.977 0.193 -3.434 -0.788 0.607 -0.595 -2. 827 - - Pass (-) Pass (1.13) 13.582 0.203 -3.443 -0.820 0 .632 -0.617 -2.811 - - Pa ss (-) Pass (1.13) (0.2L g ) 25.955 0.408 -3.615 -1.400 1.080 -0.992 -2. 536 - - Pass (-) Pass (1.26) 26.409 0.415 -3.622 -1.419 1 .094 -1.003 -2.528 - - Pa ss (-) Pass (1.26) (0.3L g ) 38.932 0.623 -3.790 -1.838 1.417 -1.214 -2. 374 - - Pass (-) Pass (1.34) 39.236 0.629 -3.794 -1.846 1 .423 -1.217 -2.371 - - Pa ss (-) Pass (1.34) (0.4L g ) 51.910 0.838 -3.956 -2.100 1.619 -1.262 -2. 336 - - Pass (-) Pass (1.36) 52.063 0.841 -3.957 -2.102 1 .621 -1.262 -2.337 - - Pa ss (-) Pass (1.36) (HP) 58.474 0.945 -4.034 -2.167 1 .670 -1.221 -2.364 - - Pas s (-) Pass (1.35) (0.5L g ) 64.887 0.946 -4.036 -2.188 1.687 -1.242 -2. 349 - - Pass Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 7 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.602 KSI Allowable compressive stress = -0.6 f' c = -3.780 KSI f' c required to satisfy this stress check = 4.700 KSI (-) (1.36) (HP) 71.301 0.945 -4.034 -2.167 1 .670 -1.221 -2.364 - - Pas s (-) Pass (1.35) 77.717 0.840 -3.957 -2.102 1 .621 -1.262 -2.337 - - Pa ss (-) Pass (1.36) (0.6L g ) 77.865 0.838 -3.956 -2.100 1.619 -1.262 -2. 336 - - Pass (-) Pass (1.36) 90.544 0.628 -3.794 -1.846 1 .423 -1.217 -2.371 - - Pa ss (-) Pass (1.34) (0.7L g ) 90.842 0.623 -3.790 -1.838 1.417 -1.214 -2. 374 - - Pass (-) Pass (1.34) 103.371 0.415 -3.622 -1.418 1.093 -1.003 -2 .528 - - Pass (-) Pass (1.26) (0.8L g ) 103.820 0.408 -3.615 -1 .400 1.080 -0.992 -2.536 - - Pass (-) Pass (1.26) 116.198 0.203 -3.443 -0.820 0.632 -0.617 -2 .811 - - Pass (-) Pass (1.13) (0.9L g ) 116.797 0.193 -3.434 -0 .788 0.607 -0.595 -2.827 - - Pass (-) Pass (1.13) 123.983 0.075 -3.333 -0.373 0.288 -0.298 -3 .045 - - Pass (-) Pass (1.05) (H) 125.274 0. 054 -3.315 -0.293 0 .226 -0.239 -3.089 - - Pas s (-) Pass (1.03) (PSXFR) 127.274 0. 021 -3.286 -0.165 0.127 -0.145 -3. 159 - - Pass (-) Pass (1.01) (Bar Develop.) 128.774 -0.001 -1.306 -0 .067 0.052 -0.068 -1.254 - - Pas s (-) Pass (2.54) 129.024 -0.002 -0.978 -0.050 0 .039 -0.053 -0.940 - - Pa ss (-) Pass (3.39) (1.0L g ) 129.774 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) (0.0L s ) 0.000 -0.002 -0.769 0.000 0.000 -0.002 -0.769 Pass (-) Pass (4.92) (Bar Develop.) 0.245 -0.001 -1.020 -0.029 0 .022 -0.030 -0.998 Pass (-) Pass (3.79) (PSXFR) 1.745 0.016 -2.573 -0.201 0.155 -0.185 -2.418 Pass (-) Pass (1.56) 3.745 0 .042 -2.605 -0.4 24 0.327 -0.382 -2 .278 Pass (-) Pass (1.66) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] (H) 5.042 0.059 -2.62 6 -0.565 0.436 -0.506 -2.191 Pass (-) Pass (1.73) 12.222 0.154 -2.741 -1.284 0 .990 -1.130 -1.751 Pass (-) Pass (2.16) (0.1L s ) 12.827 0.162 -2.751 -1.340 1.033 -1.178 -1. 718 Pass (-) Pass (2.20) 25.200 0.332 -2.944 -2.333 1 .799 -2.001 -1.146 Pass (-) Pass (1.89) (0.2L s ) 25.654 0.338 -2.951 -2.364 1.822 -2.025 -1. 129 Pass (-) Pass (1.87) 38.177 0.515 -3.131 -3.065 2 .363 -2.550 -0.768 Pass (-) Pass (1.48) (0.3L s ) 38.481 0.519 -3.135 -3.078 2.373 -2.559 -0. 761 Pass (-) Pass (1.48) 51.154 0.696 -3.287 -3.487 2 .688 -2.790 -0.599 Pass (-) Pass (1.35) (0.4L s ) 51.308 0.699 -3.289 -3.490 2.691 -2.792 -0. 598 Pass (-) Pass (1.35) (HP) 57.718 0.785 -3.351 -3.585 2 .764 -2.799 -0.588 Pass (-) Pass (1.35) (0.5L s ) 64.132 0.786 -3.356 -3.607 2.780 -2.820 -0. 575 Pass (-) Pass (1.34) (HP) 70.545 0.785 -3.349 -3.556 2 .742 -2.771 -0.607 Pass (-) Pass (1.36) (0.6L s ) 76.961 0.698 -3.284 -3.434 2.648 -2.737 -0. 637 Pass (-) Pass (1.38) 77.109 0.695 -3.283 -3.431 2 .645 -2.735 -0.638 Pass (-) Pass (1.38) (0.7L s ) 89.788 0.518 -3.128 -2.981 2.298 -2.463 -0. 830 Pass (-) Pass (1.53) 90.087 0.514 -3.124 -2.967 2 .287 -2.453 -0.836 Pass (-) Pass (1.54) (0.8L s ) 102.615 0 .338 -2.944 -2.253 1.737 -1.915 -1 .208 Pass (-) Pass (1.97) 103.064 0.331 -2.937 -2.222 1.713 -1.891 -1 .224 Pass (-) Pass (2.00) (0.9L s ) 115.442 0 .162 -2.746 -1.257 0.969 -1.095 -1 .778 Pass (-) Pass (2.13) 116.042 0.154 -2.737 -1.204 0.928 -1.050 -1 .809 Pass (-) Pass (2.09) (H) 123.227 0. 059 -2.624 -0.525 0 .404 -0.466 -2.220 Pass (-) Pass (1.70) 124.519 0.042 -2.604 -0.394 0.304 -0.352 -2 .300 Pass (-) Pass (1.64) (PSXFR) 126.519 0. 016 -2.572 -0.187 0.144 -0.170 -2. 429 Pass (-) Pass (1.56) (Bar Develop.) 128.019 -0.001 -1.020 -0 .027 0.021 -0.028 -0.999 Pass (-) Pass (3.78) (1.0L s ) 128.269 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (-) Pass (4.95) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.835 KSI f' c required to satisfy this stress check = 6.267 KSI (0.0L s ) 0.000 -0.002 -0.769 0.000 0.000 -0.002 -0.769 Pas s (3.69) (Bar Develop.) 0.245 -0.001 -1.020 -0.029 0 .022 -0.030 -0.998 Pas s (2.84) (PSXFR) 1.745 0.016 -2.573 -0.201 0.155 -0.185 -2.418 Pas s (1.17) 3.745 0 .042 -2.605 -0.4 24 0.327 -0.382 -2 .278 Pass (1.24) (H) 5.042 0.059 -2.62 6 -0.565 0.436 -0.506 -2.191 Pas s (1.29) 12.222 0.154 -2.741 -1.284 0 .990 -1.130 -1.751 Pa ss (1.62) (0.1L s ) 12.827 0.162 -2.751 -1.340 1.033 -1.178 -1. 718 Pass (1.65) 25.200 0.332 -2.944 -2.333 1 .799 -2.001 -1.146 Pa ss (1.42) (0.2L s ) 25.654 0.338 -2.951 -2.364 1.822 -2.025 -1. 129 Pass (1.40) 38.177 0.515 -3.131 -3.065 2 .363 -2.550 -0.768 Pa ss (1.11) (0.3L s ) 38.481 0.519 -3.135 -3.078 2.373 -2.559 -0. 761 Pass (1.11) 51.154 0.696 -3.287 -3.487 2 .688 -2.790 -0.599 Pa ss (1.02) (0.4L s ) 51.308 0.699 -3.289 -3.490 2.691 -2.792 -0. 598 Pass (1.02) (HP) 57.718 0.785 -3.351 -3.585 2 .764 -2.799 -0.588 Pas s (1.01) (0.5L s ) 64.132 0.786 -3.356 -3.607 2.780 -2.820 -0. 575 Pass (1.01) (HP) 70.545 0.785 -3.349 -3.556 2 .742 -2.771 -0.607 Pas s (1.02) (0.6L s ) 76.961 0.698 -3.284 -3.434 2.648 -2.737 -0. 637 Pass (1.04) 77.109 0.695 -3.283 -3.431 2 .645 -2.735 -0.638 Pa ss (1.04) (0.7L s ) 89.788 0.518 -3.128 -2.981 2.298 -2.463 -0. 830 Pass (1.15) 90.087 0.514 -3.124 -2.967 2 .287 -2.453 -0.836 Pa ss (1.16) (0.8L s ) 102.615 0 .338 -2.944 -2.253 1.737 -1.915 -1 .208 Pass (1.48) 103.064 0.331 -2.937 -2.222 1.713 -1.891 -1 .224 Pass (1.50) (0.9L s ) 115.442 0 .162 -2.746 -1.257 0.969 -1.095 -1 .778 Pass (1.59) 116.042 0.154 -2.737 -1.204 0.928 -1.050 -1 .809 Pass Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.780 KSI f' c required to satisfy this stress check = 5.579 KSI (1.57) (H) 123.227 0. 059 -2.624 -0.525 0 .404 -0.466 -2.220 Pas s (1.28) 124.519 0.042 -2.604 -0.394 0.304 -0.352 -2 .300 Pass (1.23) (PSXFR) 126.519 0. 016 -2.572 -0.187 0.144 -0.170 -2. 429 Pass (1.17) (Bar Develop.) 128.019 -0.001 -1.020 -0 .027 0.021 -0.028 -0.999 Pass (2.84) (1.0L s ) 128.269 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (3.71) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.002 -0.769 0.000 0.000 -0.002 -0.769 Pas s (4.92) (Bar Develop.) 0.245 -0.001 -1.020 -0.032 0 .022 -0.033 -0.998 Pas s (3.79) (PSXFR) 1.745 0.016 -2.573 -0.224 0.155 -0.208 -2.418 Pas s (1.56) 3.745 0 .042 -2.605 -0.4 74 0.327 -0.432 -2 .278 Pass (1.66) (H) 5.042 0.059 -2.62 6 -0.631 0.436 -0.572 -2.191 Pas s (1.73) 12.222 0.154 -2.741 -1.438 0 .990 -1.284 -1.751 Pa ss (2.16) (0.1L s ) 12.827 0.162 -2.751 -1.501 1.033 -1.339 -1. 718 Pass (2.20) 25.200 0.332 -2.944 -2.627 1 .799 -2.294 -1.146 Pa ss (1.65) (0.2L s ) 25.654 0.338 -2.951 -2.662 1.822 -2.323 -1. 129 Pass (1.63) 38.177 0.515 -3.131 -3.469 2 .363 -2.954 -0.768 Pa ss (1.28) (0.3L s ) 38.481 0.519 -3.135 -3.484 2.373 -2.965 -0. 761 Pass (1.27) 51.154 0.696 -3.287 -3.971 2 .688 -3.274 -0.599 Pa ss (1.15) (0.4L s ) 51.308 0.699 -3.289 -3.975 2.691 -3.276 -0. 598 Pass (1.15) (HP) 57.718 0.785 -3.351 -4.096 2 .764 -3.311 -0.588 Pas s (1.14) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.477 KSI f' c required to satisfy this stress check = 5.714 KSI (0.5L s ) 64.132 0.786 -3.356 -4.134 2.780 -3.347 -0. 575 Pass (1.13) (HP) 70.545 0.785 -3.349 -4.094 2 .742 -3.310 -0.607 Pas s (1.14) (0.6L s ) 76.961 0.698 -3.284 -3.972 2.648 -3.274 -0. 637 Pass (1.15) 77.109 0.695 -3.283 -3.968 2 .645 -3.273 -0.638 Pa ss (1.16) (0.7L s ) 89.788 0.518 -3.128 -3.480 2.298 -2.962 -0. 830 Pass (1.28) 90.087 0.514 -3.124 -3.465 2 .287 -2.951 -0.836 Pa ss (1.28) (0.8L s ) 102.615 0 .338 -2.944 -2.660 1.737 -2.322 -1 .208 Pass (1.63) 103.064 0.331 -2.937 -2.625 1.713 -2.293 -1 .224 Pass (1.65) (0.9L s ) 115.442 0 .162 -2.746 -1.502 0.969 -1.340 -1 .778 Pass (2.13) 116.042 0.154 -2.737 -1.439 0.928 -1.285 -1 .809 Pass (2.09) (H) 123.227 0. 059 -2.624 -0.632 0 .404 -0.573 -2.220 Pas s (1.70) 124.519 0.042 -2.604 -0.475 0.304 -0.433 -2 .300 Pass (1.64) (PSXFR) 126.519 0. 016 -2.572 -0.225 0.144 -0.209 -2. 429 Pass (1.56) (Bar Develop.) 128.019 -0.001 -1.020 -0 .033 0.021 -0.034 -0.999 Pass (3.78) (1.0L s ) 128.269 -0.002 -0.764 0.0 00 0.000 -0.002 -0 .764 Pass (4.95) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.769 0.000 -0.769 Pass (-) (Bar Develop.) 0.245 -1.020 0.030 -0.990 Pa ss (-) (PSXFR) 1.745 -2.573 0.211 -2.362 Pass (-) 3.745 -2.605 0.445 -2.161 Pa ss (-) (H) 5.042 -2 .626 0.592 -2.034 Pa ss Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 12 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] (-) 12.222 -2.741 1.347 -1.394 Pass (-) (0.1L s ) 12.827 -2.751 1.406 -1.345 Pa ss (-) 25.200 -2.944 2.452 -0.493 Pass (-) (0.2L s ) 25.654 -2.951 2.484 -0.467 Pa ss (-) 38.177 -3.131 3.224 0.094 Pass (5.10) (0.3L s ) 38.481 -3.135 3.238 0.104 Pass (4.60) 51.154 -3.287 3.676 0.389 Pass (1.23) (0.4L s ) 51.308 -3.289 3.680 0.391 Pass (1.22) (HP) 57.718 -3.351 3.784 0.433 Pass (1.10) (0.5L s ) 64.132 -3.356 3.810 0.454 Pass (1.05) (HP) 70.545 -3.349 3.769 0.420 Pass (1.14) (0.6L s ) 76.961 -3.284 3.651 0.366 Pass (1.30) 77.109 -3.283 3.647 0.364 Pass (1.31) (0.7L s ) 89.788 -3.128 3.187 0.060 Pass (8.01) 90.087 -3.124 3.173 0.049 Pass (9.67) (0.8L s ) 102.615 -2.944 2.426 -0.518 Pass (-) 103.064 -2.937 2.394 -0.543 Pass (-) (0.9L s ) 115.442 -2.746 1.363 -1.383 Pass (-) 116.042 -2.737 1.306 -1.431 Pass (-) (H) 123.227 -2.624 0.572 -2.052 Pa ss (-) 124.519 -2.604 0.430 -2.174 Pass (-) (PSXFR) 126.519 -2.572 0.204 -2.369 Pass (-) (Bar Develop.) 128.019 -1.020 0.029 -0.990 Pass (-) (1.0L s ) 128.269 -0.764 0.000 -0.764 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.520 KSI f' c required to satisfy this stress check = 4.118 KSI (0.0L s ) 0.000 -0.002 -0.769 0.000 0.000 -0.001 -0.385 Pas s (6.55) (Bar Develop.) 0.245 -0.001 -1.020 -0.016 0 .011 -0.016 -0.499 Pas s (5.05) (PSXFR) 1.745 0.016 -2.573 -0.112 0.078 -0.104 -1.209 Pas s (2.08) 3.745 0 .042 -2.605 -0.2 36 0.164 -0.215 -1 .139 Pass (2.21) (H) 5.042 0.059 -2.62 6 -0.314 0.218 -0.285 -1.095 Pas s (2.30) 12.222 0.154 -2.741 -0.716 0 .495 -0.639 -0.876 Pa ss (2.88) (0.1L s ) 12.827 0.162 -2.751 -0.747 0.517 -0.666 -0. 859 Pass (2.93) 25.200 0.332 -2.944 -1.305 0 .899 -1.139 -0.573 Pa ss (2.21) (0.2L s ) 25.654 0.338 -2.951 -1.322 0.911 -1.153 -0. 564 Pass (2.19) 38.177 0.515 -3.131 -1.722 1 .181 -1.464 -0.384 Pa ss (1.72) (0.3L s ) 38.481 0.519 -3.135 -1.730 1.187 -1.470 -0. 381 Pass (1.71) 51.154 0.696 -3.287 -1.968 1 .344 -1.619 -0.300 Pa ss (1.56) (0.4L s ) 51.308 0.699 -3.289 -1.969 1.345 -1.620 -0. 299 Pass (1.56) (HP) 57.718 0.785 -3.351 -2.026 1 .382 -1.633 -0.294 Pas s (1.54) (0.5L s ) 64.132 0.786 -3.356 -2.040 1.390 -1.647 -0. 288 Pass (1.53) (HP) 70.545 0.785 -3.349 -2.024 1 .371 -1.632 -0.304 Pas s (1.54) (0.6L s ) 76.961 0.698 -3.284 -1.966 1.324 -1.617 -0. 318 Pass (1.56) 77.109 0.695 -3.283 -1.964 1 .322 -1.617 -0.319 Pa ss (1.56) (0.7L s ) 89.788 0.518 -3.128 -1.725 1.149 -1.466 -0. 415 Pass (1.72) 90.087 0.514 -3.124 -1.717 1 .144 -1.460 -0.418 Pa ss (1.73) (0.8L s ) 102.615 0 .338 -2.944 -1.318 0.868 -1.149 -0 .604 Pass (2.19) 103.064 0.331 -2.937 -1.301 0.857 -1.135 -0 .612 Pass (2.22) (0.9L s ) 115.442 0 .162 -2.746 -0.746 0.484 -0.665 -0 .889 Pass (2.84) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city 116.042 0.154 -2.737 -0.715 0.464 -0.638 -0 .905 Pass (2.79) (H) 123.227 0. 059 -2.624 -0.314 0 .202 -0.285 -1.110 Pas s (2.27) 124.519 0.042 -2.604 -0.236 0.152 -0.215 -1 .150 Pass (2.19) (PSXFR) 126.519 0. 016 -2.572 -0.112 0.072 -0.104 -1. 214 Pass (2.08) (Bar Develop.) 128.019 -0.001 -1.020 -0 .016 0.010 -0.017 -0.499 Pass (5.05) (1.0L s ) 128.269 -0.002 -0.764 0.0 00 0.000 -0.001 -0 .382 Pass (6.60) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 16 42.59 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.245 57.09 2167.39 75.94 Pas s (10+) Pass (10+) (FoS) 0.542 126.11 27 99.24 167.73 Pass (10+) Pass (10+) (PSXFR) 1.745 402.11 5304.59 534.81 Pas s (9.92) Pass (10+) 3.375 767.21 6027.21 1020.39 Pass (5.91) Pass (7.86) 3.745 848.55 6190.05 1128.58 Pass (5.48) Pass (7.29) (CS) 4.789 10 75.51 6648.52 1430.43 Pass (4.65) Pass (6.18) (H) 5.042 1129.80 6759.12 1502.63 Pass (4.50) Pass (5.98) 6.750 1490.29 7498.99 1982.08 Pass (3.78) Pass (5.03) (1.5H) 7.292 1602.24 7 725.89 2130.97 Pass (3.63) Pass (4.82) 12.222 2569.19 8821.29 34 17.02 Pass (2.58) Pass (3.43) (0.1L s ) 12.827 2681.36 88 30.91 3566.21 Pass (2.48) Pass (3.29) 25.200 4668.58 9022.56 57 47.19 Pass (1.57) Pass (1.93) (0.2L s ) 25.654 4730.43 90 29.44 5745.82 Pass (1.57) Pass (1.91) 38.177 6127.77 9215.84 57 54.89 Pass (1.60) Pass (1.50) 6154.32 9220.28 5756.12 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 1 Girder T February 16, 2015 7:27:20 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 1, Girder T does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 1 Girder T Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 58 Size 0.500 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 17.767 in Eccentricity @ End 11.904 in Prestressing Strands Depressed NO. (# of Harped Strands) 10 Y b of Topmost Depressed Strand(s) @ End 44.500 in Concrete Release Strength f' ci 5.300 KSI Minimum 28 day compressive strength f' c 6.500 KSI Optional Design Design Load Compressive Stress (Top CL) 4.240 KSI Design Load Tensile Stress (Bottom CL) -4.005 KSI Required minimum ultimate moment capacity 7593.09 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.50170 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.66250 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.29620 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 128.786 ft Girder Length 130.294 ft Number of Girders 22 Girder Spacing Datum Start of Span Measured normal to alignment at abutment line Left Girder Spacing Start of Span 7.625 ft Right Girder Spacing Start of Span 7.625 ft Girder Spacing Datum End of Span Measured normal to alignment at pier line Left Girder Spacing End of Span 4.110 ft Right Girder Spacing End of Span 4.110 ft Page 3 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is approximated with Linear Load Segments applied along the length of the girder Haunch weight includes effects of roadway geometry but does not include a reduction for camber Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.127 kip/ft Connection Geometry at Abutment 1 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.333 0.127 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) 0.000 0.756 0.000 0.756 0.242 0.755 0.000 0.755 0.542 0.755 0.000 0.755 1.742 0.751 0.000 0.751 3.375 0.747 0.000 0.747 3.742 0.746 0.000 0.746 4.773 0.743 0.000 0.743 5.042 0.743 0.000 0.743 6.750 0.738 0.000 0.738 7.292 0.736 0.000 0.736 12.271 0.723 0.000 0.723 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Page 4 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Live Loads used for Desi gn 12.879 0.722 0.000 0.722 25.301 0.688 0.000 0.688 25.757 0.687 0.000 0.687 38.330 0.653 0.000 0.653 38.636 0.652 0.000 0.652 51.360 0.618 0.000 0.618 51.514 0.618 0.000 0.618 57.950 0.601 0.000 0.601 57.955 0.601 0.000 0.601 64.389 0.583 0.000 0.583 64.393 0.583 0.000 0.583 70.823 0.566 0.000 0.566 70.828 0.566 0.000 0.566 77.272 0.549 0.000 0.549 77.418 0.548 0.000 0.548 90.150 0.514 0.000 0.514 90.448 0.514 0.000 0.514 103.029 0.480 0.000 0.480 103.477 0.479 0.000 0.479 115.907 0.445 0.000 0.445 116.507 0.444 0.000 0.444 121.494 0.430 0.000 0.430 122.036 0.429 0.000 0.429 123.744 0.424 0.000 0.424 124.013 0.424 0.000 0.424 125.036 0.421 0.000 0.421 125.411 0.420 0.000 0.420 127.036 0.415 0.000 0.415 128.244 0.412 0.000 0.412 128.536 0.411 0.000 0.411 128.786 0.411 0.000 0.411 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Overlay Weight 7.560 0.000 Load Type W trib (ft) w (kip/ft) Page 5 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 1 Girder T Design Camber 3.267 in 0.272 ft Deflection (Prestressing) 6.421 in 0.535 ft Deflection (Girder) -4.191 in -0.349 ft Deflection (Slab and Diaphragms) -2.593 in -0.216 ft Deflection (Traffic Barrier) -0.237 in -0.020 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.830 in 0.236 ft Excess Camber (Based on Design Camber) 0.437 in 0.036 ft Live Load Deflection (HL93 - Per Lane) -3.329 in -0.277 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.724 in -0.060 ft Effective Prestress a t Mid-Sp an At Jacking 1796.99 0.000 202.500 Before Prestress Transfer 1779.42 1.980 200.520 After Prestress Transfer 1632.78 18.504 183.996 At Lifting 1632.78 18.504 183.996 At Shipping 1632.78 18.504 183.996 After Deck Placement 1345.55 50.871 151.629 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 6 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.553 KSI Allowable tensile stress = 0.2400  f' ci = 0.553 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -3.445 KSI f' ci required to satisfy this stress check = 5.215 KSI After Superimposed Dead Loads 1345.55 50.871 151.629 Final 13 45. 55 50.871 1 51. 629 Final with Live Load 1345.55 50.871 151.629 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.758 -0. 002 -1.059 -0.051 0.039 -0.053 -1 .020 - - Pass (-) Pass (3.38) (Bar Develop.) 1.000 -0.002 -1.399 -0.067 0 .052 -0.069 -1.347 - - Pas s (-) Pass (2.56) (PSXFR) 2.500 0.021 -3.518 -0.166 0.128 -0.145 -3.390 - - Pas s (-) Pass (1.02) (H) 4.500 0.054 -3.54 6 -0.294 0.227 -0.240 -3.320 - - Pas s (-) Pass (1.04) 5.800 0 .075 -3.565 -0.3 75 0.289 -0.300 -3 .276 - - Pass (-) Pass (1.05) (0.1L g ) 13.029 0.195 -3.668 -0.794 0.612 -0.599 -3. 056 - - Pass (-) Pass (1.13) 13.637 0.205 -3.676 -0.827 0 .637 -0.622 -3.039 - - Pa ss (-) Pass (1.13) (0.2L g ) 26.059 0.411 -3.850 -1.412 1.088 -1.000 -2. 762 - - Pass (-) Pass (1.25) 26.515 0.419 -3.857 -1.430 1 .102 -1.011 -2.754 - - Pa ss (-) Pass (1.25) (0.3L g ) 39.088 0.629 -4.026 -1.853 1.428 -1.224 -2. 598 - - Pass (-) Pass (1.33) 39.394 0.634 -4.030 -1.861 1 .435 -1.227 -2.596 - - Pa ss (-) Pass (1.33) (0.4L g ) 52.118 0.845 -4.192 -2.117 1.632 -1.273 -2. 560 - - Pass (-) Pass (1.35) 52.273 0.847 -4.194 -2.119 1 .634 -1.272 -2.560 - - Pa ss (-) Pass (1.35) (HP) 58.708 0.953 -4.271 -2.184 1 .684 -1.231 -2.587 - - Pas s (-) Pass (1.33) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 7 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.612 KSI Allowable compressive stress = -0.6 f' c = -3.900 KSI f' c required to satisfy this stress check = 4.743 KSI (0.5L g ) 65.147 0.953 -4.273 -2.205 1.700 -1.252 -2. 573 - - Pass (-) Pass (1.34) 65.151 0.953 -4.273 -2.205 1 .700 -1.252 -2.573 - - Pa ss (-) Pass (1.34) (HP) 71.586 0.953 -4.271 -2.184 1 .684 -1.231 -2.587 - - Pas s (-) Pass (1.33) 78.030 0.847 -4.194 -2.119 1 .634 -1.272 -2.560 - - Pa ss (-) Pass (1.35) (0.6L g ) 78.176 0.845 -4.192 -2.117 1.632 -1.273 -2. 560 - - Pass (-) Pass (1.35) 90.908 0.634 -4.030 -1.861 1 .434 -1.227 -2.596 - - Pa ss (-) Pass (1.33) (0.7L g ) 91.206 0.629 -4.026 -1.853 1.428 -1.224 -2. 598 - - Pass (-) Pass (1.33) 103.787 0.419 -3.856 -1.430 1.102 -1.011 -2 .754 - - Pass (-) Pass (1.25) (0.8L g ) 104.235 0.411 -3.850 -1 .412 1.088 -1.000 -2.762 - - Pass (-) Pass (1.25) 116.666 0.204 -3.676 -0.826 0.637 -0.622 -3 .039 - - Pass (-) Pass (1.13) (0.9L g ) 117.265 0.195 -3.668 -0 .794 0.612 -0.599 -3.056 - - Pass (-) Pass (1.13) 124.502 0.075 -3.565 -0.375 0.289 -0.300 -3 .276 - - Pass (-) Pass (1.05) (H) 125.794 0. 054 -3.546 -0.294 0 .227 -0.240 -3.320 - - Pas s (-) Pass (1.04) (PSXFR) 127.794 0. 021 -3.518 -0.166 0.128 -0.145 -3. 390 - - Pass (-) Pass (1.02) (Bar Develop.) 129.294 -0.002 -1.399 -0 .067 0.052 -0.069 -1.347 - - Pas s (-) Pass (2.56) 129.544 -0.002 -1.048 -0.050 0 .039 -0.053 -1.009 - - Pa ss (-) Pass (3.41) (1.0L g ) 130.294 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) (0.0L s ) 0.000 -0.002 -0.814 0.000 0.000 -0.002 -0.814 Pass (-) Pass (4.79) (Bar Develop.) 0.242 -0.001 -1.076 -0.028 0 .022 -0.029 -1.054 Pass (-) Pass (3.70) (PSXFR) 1.742 0.016 -2.715 -0.201 0.155 -0.185 -2.559 Pass Pass Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (-) (1.52) 3.742 0 .042 -2.748 -0.4 25 0.328 -0.384 -2 .420 Pass (-) Pass (1.61) (H) 5.042 0.058 -2.77 0 -0.567 0.437 -0.508 -2.333 Pass (-) Pass (1.67) 12.271 0.153 -2.891 -1.293 0 .997 -1.139 -1.894 Pass (-) Pass (2.06) (0.1L s ) 12.879 0.161 -2.901 -1.349 1.040 -1.188 -1. 861 Pass (-) Pass (2.10) 25.301 0.331 -3.102 -2.349 1 .811 -2.017 -1.291 Pass (-) Pass (1.93) (0.2L s ) 25.757 0.338 -3.109 -2.380 1.835 -2.042 -1. 274 Pass (-) Pass (1.91) 38.330 0.514 -3.293 -3.086 2 .379 -2.571 -0.914 Pass (-) Pass (1.52) (0.3L s ) 38.636 0.518 -3.297 -3.099 2.389 -2.581 -0. 908 Pass (-) Pass (1.51) 51.360 0.696 -3.453 -3.511 2 .707 -2.815 -0.746 Pass (-) Pass (1.39) (0.4L s ) 51.514 0.698 -3.454 -3.514 2.709 -2.816 -0. 745 Pass (-) Pass (1.38) (HP) 57.950 0.785 -3.516 -3.609 2 .783 -2.825 -0.734 Pass (-) Pass (1.38) 64.389 0.786 -3.521 -3.631 2 .799 -2.846 -0.722 Pass (-) Pass (1.37) (0.5L s ) 64.393 0.786 -3.521 -3.631 2.799 -2.846 -0. 722 Pass (-) Pass (1.37) (HP) 70.828 0.784 -3.514 -3.580 2 .760 -2.797 -0.754 Pass (-) Pass (1.39) (0.6L s ) 77.272 0.697 -3.450 -3.458 2.666 -2.761 -0. 784 Pass (-) Pass (1.41) 77.418 0.695 -3.448 -3.454 2 .663 -2.760 -0.785 Pass (-) Pass (1.41) (0.7L s ) 90.150 0.517 -3.290 -3.001 2.314 -2.484 -0. 976 Pass (-) Pass (1.57) 90.448 0.513 -3.286 -2.987 2 .303 -2.474 -0.983 Pass (-) Pass (1.58) (0.8L s ) 103.029 0 .337 -3.101 -2.268 1.749 -1.931 -1 .353 Pass (-) Pass (2.02) 103.477 0.331 -3.095 -2.238 1.725 -1.907 -1 .369 Pass (-) Pass (2.05) (0.9L s ) 115.907 0 .161 -2.896 -1.265 0.975 -1.104 -1 .921 Pass (-) Pass (2.03) 116.507 0.153 -2.886 -1.212 0.935 -1.059 -1 .952 Pass (-) Pass (2.00) (H) 123.744 0. 058 -2.768 -0.526 0 .406 -0.468 -2.362 Pass (-) Pass (1.65) 125.036 0.042 -2.747 -0.395 0.305 -0.353 -2 .442 Pass (-) Pass (1.60) (PSXFR) 127.036 0. 016 -2.714 -0.187 0.144 -0.171 -2. 570 Pass (-) Pass (1.52) (Bar Develop.) 128.536 -0.001 -1.076 -0 .027 0.021 -0.028 -1.055 Pass Pass Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.925 KSI f' c required to satisfy this stress check = 6.479 KSI (-) (3.70) (1.0L s ) 128.786 -0.002 -0.806 0.0 00 0.000 -0.002 -0 .806 Pass (-) Pass (4.84) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.002 -0.814 0.000 0.000 -0.002 -0.814 Pas s (3.59) (Bar Develop.) 0.242 -0.001 -1.076 -0.029 0 .023 -0.030 -1.053 Pas s (2.78) (PSXFR) 1.742 0.016 -2.715 -0.204 0.164 -0.188 -2.551 Pas s (1.15) 3.742 0 .042 -2.748 -0.4 32 0.346 -0.390 -2 .402 Pass (1.22) (H) 5.042 0.058 -2.77 0 -0.575 0.462 -0.517 -2.309 Pas s (1.27) 12.271 0.153 -2.891 -1.313 1 .054 -1.159 -1.837 Pa ss (1.59) (0.1L s ) 12.879 0.161 -2.901 -1.370 1.100 -1.209 -1. 801 Pass (1.62) 25.301 0.331 -3.102 -2.387 1 .915 -2.056 -1.186 Pa ss (1.42) (0.2L s ) 25.757 0.338 -3.109 -2.419 1.941 -2.081 -1. 168 Pass (1.41) 38.330 0.514 -3.293 -3.139 2 .518 -2.625 -0.775 Pa ss (1.11) (0.3L s ) 38.636 0.518 -3.297 -3.153 2.529 -2.634 -0. 768 Pass (1.11) 51.360 0.696 -3.453 -3.575 2 .867 -2.879 -0.585 Pa ss (1.02) (0.4L s ) 51.514 0.698 -3.454 -3.578 2.870 -2.880 -0. 584 Pass (1.02) (HP) 57.950 0.785 -3.516 -3.677 2 .949 -2.892 -0.567 Pas s (1.01) 64.389 0.786 -3.521 -3.701 2 .968 -2.916 -0.553 Pa ss (1.00) (0.5L s ) 64.393 0.786 -3.521 -3.701 2.968 -2.916 -0. 553 Pass (1.00) (HP) 70.828 0.784 -3.514 -3.652 2 .928 -2.868 -0.586 Pas s (1.02) (0.6L s ) 77.272 0.697 -3.450 -3.529 2.829 -2.832 -0. 620 Pass (1.03) 77.418 0.695 -3.448 -3.525 2 .826 -2.831 -0.622 Pa ss Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (1.5H) 121.494 1619.44 7541.10 2153.86 Pass (3.50) Pass (4.66) 122.036 1505.76 7328.41 2002.66 Pass (3.66) Pass (4.87) (H) 123.744 1140.25 6 650.01 1 516.53 Pass (4.39) Pass (5.83) (CS) 124.013 1081.88 6 543.44 1 438.90 Pass (4.55) Pass (6.05) 125.036 856.87 6132.92 1139.64 Pass (5.38) Pass (7.16) 125.411 773.47 5980.85 1028.72 Pass (5.81) Pass (7.73) (PSXFR) 127.036 406.19 5311.23 540.24 Pa ss (9.83) Pass (10+) (FoS) 128.244 126.91 2912.16 168.79 Pass (10+) Pass (10+) (Bar Develop.) 128.536 58.70 2275.88 78.08 Pass (10+) Pass (10+) (1.0L s ) 128.786 0.00 1720.54 0.00 Pass (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.773 Yes Yes 263.22 2 87.99 Pass (1.09) (H) 5.042 Yes Yes 262.22 2 87.36 Pass (1.10) (1.5H) 7.292 Yes Yes 253.86 282.79 Pass (1.11) 12.271 Yes Yes 235.51 271.39 Pass (1.15) (0.1L s ) 12.879 Yes Yes 233.29 269.95 Pa ss (1.16) 25.301 Yes Yes 188.59 255.05 Pass (1.35) (0.2L s ) 25.757 Yes Yes 186.98 254.58 Pa ss (1.36) 38.330 Yes Yes 143.22 246.64 Pass (1.72) (0.3L s ) 38.636 Yes Yes 142.17 246.55 Pa ss (1.73) 51.360 Yes Yes 99.39 243.14 Pass (2.45) (0.4L s ) 51.514 Yes Yes 98 .88 242.90 Pass (2.46) (HP) 57.950 Yes Yes 77.81 2 41.28 Pass Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (3.10) 64.389 Yes Yes 61.71 226.60 Pass (3.67) (0.5L s ) 64.393 Yes Yes 61 .73 226.59 Pass (3.67) (HP) 70.828 Yes Yes 82.28 2 37.29 Pass (2.88) (0.6L s ) 77.272 Yes Yes 102.95 236.65 Pa ss (2.30) 77.418 Yes Yes 103.43 236.81 Pass (2.29) (0.7L s ) 90.150 Yes Yes 144.58 240.93 Pa ss (1.67) 90.448 Yes Yes 145.55 240.96 Pass (1.66) (0.8L s ) 103.029 Yes Yes 186.61 247.50 Pass (1.33) 103.477 Yes Yes 188.08 247.98 Pass (1.32) (0.9L s ) 115.907 Yes Yes 229.03 272.13 Pass (1.19) 116.507 Yes Yes 231.01 273.60 Pass (1.18) (1.5H) 121.494 Yes Yes 247.56 288.41 Pass (1.17) (H) 123.744 Yes Yes 255.04 292.51 Pass (1.15) (CS) 124.013 Yes Yes 255.94 293.02 Pass (1.14) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) (CS) 4.773 18.000 2 4.000 Pass 0.267 N/A N/A 55.669 123.933 Pass (2.23) (H) 5.042 18.000 2 4.000 Pass 0.267 N/A N/A 55.446 123.932 Pass (2.24) (1.5H) 7.292 18.000 24 .000 Pass 0.267 N/A N/A 53.592 123.927 Pass (2.31) 12.271 18.000 24.000 Pass 0.267 N/A N/A 49.538 123.915 Pass (2.50) (0.1L s ) 12.879 18.000 24.000 Pa ss 0.267 N/A N/A 49.048 123.913 Pass (2.53) 25.301 18.000 24.000 Pass 0.267 N/A N/A 39.267 123.883 Pass (3.15) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (0.2L s ) 25.757 18.000 24.000 Pa ss 0.267 N/A N/A 38.916 123.882 Pass (3.18) 38.330 18.000 24.000 Pass 0.267 N/A N/A 29.488 123.852 Pass (4.20) (0.3L s ) 38.636 18.000 24.000 Pa ss 0.267 N/A N/A 29.265 123.851 Pass (4.23) 51.360 18.000 24.000 Pass 0.267 N/A N/A 20.214 123.820 Pass (6.13) (0.4L s ) 51.514 18.000 24.000 Pa ss 0.267 N/A N/A 20.107 123.820 Pass (6.16) (HP) 57.950 18.000 24.000 Pass 0.267 N/A N/A 15.719 123.805 Pa ss (7.88) 64.389 18.000 24.000 Pass 0.267 N/A N/A 12.382 123.789 Pass (10.00) (0.5L s ) 64.393 18.000 24.000 Pa ss 0.267 N/A N/A 12.385 123.789 Pass (10.00) (HP) 70.828 18.000 24.000 Pass 0.267 N/A N/A 16.388 123.774 Pa ss (7.55) (0.6L s ) 77.272 18.000 24.000 Pa ss 0.267 N/A N/A 20.350 123.758 Pass (6.08) 77.418 18.000 24.000 Pass 0.267 N/A N/A 20.439 123.758 Pass (6.05) (0.7L s ) 90.150 18.000 24.000 Pa ss 0.267 N/A N/A 28.104 123.727 Pass (4.40) 90.448 18.000 24.000 Pass 0.267 N/A N/A 28.281 123.726 Pass (4.37) (0.8L s ) 103.029 18.000 24 .000 Pass 0.267 N/A N/A 35.599 123.696 Pass (3.47) 103.477 18.000 24.000 Pa ss 0.267 N/A N/A 35.854 123.695 Pass (3.45) (0.9L s ) 115.907 18.000 24 .000 Pass 0.267 N/A N/A 42.773 123.665 Pass (2.89) 116.507 18.000 24.000 Pa ss 0.267 N/A N/A 43.097 123.663 Pass (2.87) (1.5H) 121.494 18.0 00 24.000 Pass 0.267 N/A N/A 45.767 123.651 Pa ss (2.70) (H) 123.744 18.000 24 .000 Pass 0.267 N/A N/A 46.950 123.646 Pass (2.63) (CS) 124.013 18.000 24 .000 Pass 0.267 N/A N/A 47.090 123.645 Pass (2.63) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (FoS) 0.542 5 99.92 412.30 5.8.3.5-2 Pass (1.46) (PSXFR) 1.742 1146.47 412.30 5.8.3.5-2 Pass (2.78) 3.742 1347.09 412.30 5.8.3.5-2 Pass (3.27) (CS) 4.773 1450.36 412.30 5.8.3.5-2 Pass (3.52) (H) 5.042 1477.12 689.28 5.8.3.5-1 Pass (2.14) (1.5H) 7.292 1691.66 787.30 5.8.3.5-1 Pass (2.15) 12.271 2089.01 1014.63 5.8.3.5-1 Pass (2.06) (0.1L s ) 12.879 2089.14 1038.03 5.8.3.5-1 Pass (2.01) 25.301 2329.41 1450.56 5.8.3.5-1 Pass (1.61) (0.2L s ) 25.757 2329.30 1462.01 5.8.3.5-1 Pass (1.59) 38.330 2325.09 1695.43 5.8.3.5-1 Pass (1.37) (0.3L s ) 38.636 2324.97 1699.18 5.8.3.5-1 Pass (1.37) 51.360 2319.36 1795.00 5.8.3.5-1 Pass (1.29) (0.4L s ) 51.514 2319.29 1795.66 5.8.3.5-1 Pass (1.29) (HP) 57.950 2316.16 1 804.89 5.8.3.5-1 Pass (1.28) 64.389 2311.76 1823.68 5.8.3.5-1 Pass (1.27) (0.5L s ) 64.393 2311.76 1823.69 5.8.3.5-1 Pass (1.27) (HP) 70.828 2307.29 1 811.61 5.8.3.5-1 Pass (1.27) (0.6L s ) 77.272 2301.46 1804.49 5.8.3.5-1 Pass (1.28) 77.418 2301.32 1803.91 5.8.3.5-1 Pass (1.28) (0.7L s ) 90.150 2287.55 1715.96 5.8.3.5-1 Pass (1.33) 90.448 2287.16 1712.30 5.8.3.5-1 Pass (1.34) (0.8L s ) 1 03.029 2264.24 1470.22 5.8.3.5-1 Pass (1.54) 103.477 2263.09 1458.29 5.8.3.5-1 Pass (1.55) (0.9L s ) 1 15.907 1988.50 1006.79 5.8.3.5-1 Pass (1.98) 116.507 1985.96 983.83 5.8.3.5-1 Pass (2.02) (1.5H) 121.494 1603.56 762.04 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 20 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (2.10) (H) 123.744 1405.82 665.56 5.8.3.5-1 Pass (2.11) (CS) 124.013 1382.08 398.11 5.8.3.5-2 Pass (3.47) 125.036 1291.30 398.11 5.8.3.5-2 Pass (3.24) (PSXFR) 127.036 1112.50 398.11 5.8.3.5-2 Pass (2.79) (FoS) 128.244 591.45 398.11 5.8.3 .5-2 Pass (1.49) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 18.000 24.000 2.495 0.267 0.113 Pass (Bar Develop.) 0.242 #4 18.000 24 .000 2.495 0.267 0.113 Pass (FoS) 0.542 #4 18.000 24 .000 2.495 0.267 0.113 Pass (PSXFR) 1.742 #4 18.000 24.000 2.495 0.267 0.113 Pass 3.742 #4 18.000 2 4.000 2.495 0.267 0.113 Pass (CS) 4.773 #4 18.000 2 4.000 2.495 0.267 0.113 Pass (H) 5.042 #4 18.000 24.000 2.495 0.267 0.113 Pass (1.5H) 7.292 #4 18.000 24 .000 2.495 0.267 0.113 Pass 12.271 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.1L s ) 12.879 #4 18.000 24. 000 2.495 0.267 0.113 Pass 25.301 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.2L s ) 25.757 #4 18.000 24. 000 2.495 0.267 0.113 Pass 38.330 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.3L s ) 38.636 #4 18.000 24. 000 2.495 0.267 0.113 Pass 51.360 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.4L s ) 51.514 #4 18.000 24. 000 2.495 0.267 0.113 Pass (HP) 57.950 #4 18.000 24.000 2.495 0.267 0.113 Pass 64.389 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.5L s ) 64.393 #4 18.000 24. 000 2.495 0.267 0.113 Pass (HP) 70.828 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.6L s ) 77.272 #4 18.000 24. 000 2.495 0.267 0.113 Pass 77.418 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.7L s ) 90.150 #4 18.000 24. 000 2.495 0.267 0.113 Pass 90.448 #4 18.000 24.000 2.495 0.267 0.113 Pass (0.8L s ) 103.029 #4 18.000 24 .000 2.495 0.267 0.113 Pass 103.477 #4 18.000 24 .000 2.495 0.267 0.113 Pass (0.9L s ) 115.907 #4 18.000 24 .000 2.495 0.267 0.113 Pass 116.507 #4 18.000 24 .000 2.495 0.267 0.113 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.5H) 121.494 #4 18.000 24. 000 2.495 0.267 0.113 Pass (H) 123.744 #4 18.000 24 .000 2.495 0.267 0.113 Pass (CS) 124.013 #4 18.000 24 .000 2.495 0.267 0.113 Pass 125.036 #4 18.000 24 .000 2.495 0.267 0.113 Pass (PSXFR) 127.036 #4 18.000 24 .000 2.495 0.267 0.113 Pass (FoS) 128.244 #4 18.000 24.000 2.495 0.267 0.113 Pass (Bar Develop.) 128.536 #4 18.000 24.000 2.495 0.267 0.113 Pass (1.0L s ) 128.786 #4 18.000 24 .000 2.495 0.267 0.113 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 22 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 1 Girder U February 16, 2015 7:27:25 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 1, Girder U does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 1 Girder U Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 60 Size 0.500 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 17.608 in Eccentricity @ End 11.275 in Prestressing Strands Depressed NO. (# of Harped Strands) 10 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 5.300 KSI Minimum 28 day compressive strength f' c 6.600 KSI Optional Design Design Load Compressive Stress (Top CL) 4.278 KSI Design Load Tensile Stress (Bottom CL) -4.036 KSI Required minimum ultimate moment capacity 7646.26 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.50120 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.66260 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.29570 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 129.397 ft Girder Length 130.908 ft Number of Girders 22 Girder Spacing Datum Start of Span Measured normal to alignment at abutment line Left Girder Spacing Start of Span 7.625 ft Right Girder Spacing Start of Span 7.625 ft Girder Spacing Datum End of Span Measured normal to alignment at pier line Left Girder Spacing End of Span 4.110 ft Right Girder Spacing End of Span 4.110 ft Page 3 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is approximated with Linear Load Segments applied along the length of the girder Haunch weight includes effects of roadway geometry but does not include a reduction for camber Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.127 kip/ft Connection Geometry at Abutment 1 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.333 0.127 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) 0.000 0.753 0.000 0.753 0.239 0.753 0.000 0.753 0.542 0.752 0.000 0.752 1.739 0.749 0.000 0.749 3.375 0.744 0.000 0.744 3.739 0.743 0.000 0.743 4.758 0.741 0.000 0.741 5.042 0.740 0.000 0.740 6.750 0.735 0.000 0.735 7.292 0.734 0.000 0.734 12.329 0.721 0.000 0.721 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Page 4 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.960 KSI f' c required to satisfy this stress check = 5.827 KSI (1.03) (0.7L s ) 90.578 0.487 -3.344 -3.092 2.478 -2.605 -0. 866 Pass (1.14) 90.874 0.483 -3.340 -3.078 2 .467 -2.595 -0.873 Pa ss (1.14) (0.8L s ) 103.518 0 .289 -3.145 -2.340 1.874 -2.051 -1 .270 Pass (1.45) 103.965 0.282 -3.137 -2.309 1.849 -2.027 -1 .288 Pass (1.47) (0.9L s ) 116.457 0 .096 -2.929 -1.308 1.047 -1.211 -1 .883 Pass (1.58) 117.056 0.087 -2.919 -1.253 1.003 -1.166 -1 .916 Pass (1.55) (H) 124.355 -0.017 -2.796 -0.542 0 .434 -0.559 -2.362 Pas s (1.26) 125.647 -0.035 -2.774 -0.407 0 .326 -0.442 -2.448 Pa ss (1.21) (PSXFR) 127.647 -0.063 -2.740 -0.193 0 .154 -0.256 -2.586 Pas s (1.15) (Bar Develop.) 129.147 -0.034 -1.086 -0 .028 0.022 -0.062 -1.064 Pass (2.79) (1.0L s ) 129.397 -0.026 -0.813 0.0 00 0.000 -0.026 -0 .813 Pass (3.65) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.027 -0.826 0.000 0.000 -0.027 -0.826 Pas s (4.80) (Bar Develop.) 0.239 -0.034 -1.086 -0.032 0 .023 -0.065 -1.063 Pas s (3.72) (PSXFR) 1.739 -0.063 -2.741 -0 .229 0.164 -0.292 -2.576 Pass (1.54) 3.739 -0. 035 -2.775 -0.484 0.347 -0.519 -2 .428 Pass (1.63) (H) 5.042 -0.017 -2.798 -0. 645 0.463 - 0.662 -2.335 Pass (1.70) 12.329 0.088 -2.924 -1.484 1 .062 -1.396 -1.862 Pa ss (2.13) (0.1L s ) 12.940 0.096 -2.934 -1.549 1.108 -1.452 -1. 826 Pass (2.17) 25.420 0.283 -3.144 -2.711 1 .931 -2.428 -1.213 Pa ss (1.63) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.488 KSI f' c required to satisfy this stress check = 5.513 KSI (0.2L s ) 25.879 0.290 -3.152 -2.748 1.957 -2.458 -1. 195 Pass (1.61) 38.511 0.484 -3.347 -3.584 2 .539 -3.100 -0.808 Pa ss (1.28) (0.3L s ) 38.819 0.488 -3.351 -3.600 2.550 -3.111 -0. 802 Pass (1.27) 51.602 0.684 -3.517 -4.106 2 .891 -3.423 -0.626 Pa ss (1.16) (0.4L s ) 51.759 0.686 -3.519 -4.110 2.893 -3.424 -0. 625 Pass (1.16) (HP) 58.223 0.782 -3.585 -4.237 2 .973 -3.456 -0.612 Pas s (1.15) 64.693 0.783 -3.590 -4.278 2 .992 -3.496 -0.598 Pa ss (1.13) (0.5L s ) 64.698 0.783 -3.590 -4.278 2.992 -3.496 -0. 598 Pass (1.13) (HP) 71.163 0.781 -3.583 -4.240 2 .952 -3.459 -0.631 Pas s (1.14) (0.6L s ) 77.638 0.685 -3.514 -4.115 2.852 -3.430 -0. 662 Pass (1.15) 77.784 0.683 -3.512 -4.111 2 .849 -3.429 -0.663 Pa ss (1.15) (0.7L s ) 90.578 0.487 -3.344 -3.610 2.478 -3.123 -0. 866 Pass (1.27) 90.874 0.483 -3.340 -3.594 2 .467 -3.112 -0.873 Pa ss (1.27) (0.8L s ) 103.518 0 .289 -3.145 -2.762 1.874 -2.473 -1 .270 Pass (1.60) 103.965 0.282 -3.137 -2.726 1.849 -2.444 -1 .288 Pass (1.62) (0.9L s ) 116.457 0 .096 -2.929 -1.561 1.047 -1.465 -1 .883 Pass (2.10) 117.056 0.087 -2.919 -1.497 1.003 -1.409 -1 .916 Pass (2.07) (H) 124.355 -0.017 -2.796 -0.652 0 .434 -0.669 -2.362 Pas s (1.68) 125.647 -0.035 -2.774 -0.490 0 .326 -0.526 -2.448 Pa ss (1.62) (PSXFR) 127.647 -0.063 -2.740 -0.233 0 .154 -0.296 -2.586 Pas s (1.53) (Bar Develop.) 129.147 -0.034 -1.086 -0 .034 0.022 -0.067 -1.064 Pass (3.72) (1.0L s ) 129.397 -0.026 -0.813 0.0 00 0.000 -0.026 -0 .813 Pass (4.87) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 12 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.0L s ) 0.000 -0.826 0.000 -0.826 Pass (-) (Bar Develop.) 0.239 -1.086 0.031 -1.055 Pa ss (-) (PSXFR) 1.739 -2.741 0.220 -2.521 Pass (-) 3.739 -2.775 0.465 -2.310 Pa ss (-) (H) 5.042 -2 .798 0.621 -2.177 Pa ss (-) 12.329 -2.924 1.424 -1.499 Pass (-) (0.1L s ) 12.940 -2.934 1.487 -1.448 Pa ss (-) 25.420 -3.144 2.593 -0.551 Pass (-) (0.2L s ) 25.879 -3.152 2.628 -0.524 Pa ss (-) 38.511 -3.347 3.412 0.065 Pass (7.52) (0.3L s ) 38.819 -3.351 3.427 0.076 Pass (6.46) 51.602 -3.517 3.893 0.376 Pass (1.30) (0.4L s ) 51.759 -3.519 3.897 0.378 Pass (1.29) (HP) 58.223 -3.585 4.008 0.422 Pass (1.16) 64.693 -3.590 4.036 0.446 Pass (1.09) (0.5L s ) 64.698 -3.590 4.036 0.446 Pass (1.09) (HP) 71.163 -3.583 3.994 0.411 Pass (1.19) (0.6L s ) 77.638 -3.514 3.869 0.355 Pass (1.37) 77.784 -3.512 3.866 0.353 Pass (1.38) (0.7L s ) 90.578 -3.344 3.380 0.036 Pass (10+) 90.874 -3.340 3.365 0.025 Pass (10+) (0.8L s ) 103.518 -3.145 2.574 -0.571 Pass (-) 103.965 -3.137 2.540 -0.597 Pass (-) (0.9L s ) 116.457 -2.929 1.447 -1.482 Pass (-) 117.056 -2.919 1.387 -1.532 Pass (-) (H) 124.355 -2.796 0.602 -2.194 Pa ss Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 13 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.640 KSI f' c required to satisfy this stress check = 4.300 KSI (-) 125.647 -2.774 0.452 -2.321 Pass (-) (PSXFR) 127.647 -2.740 0.214 -2.526 Pass (-) (Bar Develop.) 129.147 -1.086 0.031 -1.055 Pass (-) (1.0L s ) 129.397 -0.813 0.000 -0.813 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.027 -0.826 0.000 0.000 -0.013 -0.413 Pas s (6.40) (Bar Develop.) 0.239 -0.034 -1.086 -0.016 0 .011 -0.033 -0.532 Pas s (4.97) (PSXFR) 1.739 -0.063 -2.741 -0 .114 0.082 -0.146 -1.288 Pass (2.05) 3.739 -0. 035 -2.775 -0.241 0.174 -0.259 -1 .214 Pass (2.17) (H) 5.042 -0.017 -2.798 -0. 321 0.232 - 0.330 -1.167 Pass (2.26) 12.329 0.088 -2.924 -0.738 0 .531 -0.694 -0.931 Pa ss (2.84) (0.1L s ) 12.940 0.096 -2.934 -0.771 0.554 -0.722 -0. 913 Pass (2.89) 25.420 0.283 -3.144 -1.347 0 .965 -1.205 -0.607 Pa ss (2.19) (0.2L s ) 25.879 0.290 -3.152 -1.365 0.978 -1.220 -0. 598 Pass (2.16) 38.511 0.484 -3.347 -1.778 1 .269 -1.536 -0.404 Pa ss (1.72) (0.3L s ) 38.819 0.488 -3.351 -1.786 1.275 -1.542 -0. 401 Pass (1.71) 51.602 0.684 -3.517 -2.034 1 .445 -1.692 -0.313 Pa ss (1.56) (0.4L s ) 51.759 0.686 -3.519 -2.036 1.447 -1.693 -0. 313 Pass (1.56) (HP) 58.223 0.782 -3.585 -2.095 1 .487 -1.705 -0.306 Pas s (1.55) 64.693 0.783 -3.590 -2.111 1 .496 -1.720 -0.299 Pa ss (1.53) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city (0.5L s ) 64.698 0.783 -3.590 -2.111 1.496 -1.720 -0. 299 Pass (1.53) (HP) 71.163 0.781 -3.583 -2.095 1 .476 -1.705 -0.315 Pas s (1.55) (0.6L s ) 77.638 0.685 -3.514 -2.036 1.426 -1.694 -0. 331 Pass (1.56) 77.784 0.683 -3.512 -2.035 1 .425 -1.693 -0.331 Pa ss (1.56) (0.7L s ) 90.578 0.487 -3.344 -1.788 1.239 -1.545 -0. 433 Pass (1.71) 90.874 0.483 -3.340 -1.781 1 .233 -1.539 -0.437 Pa ss (1.72) (0.8L s ) 103.518 0 .289 -3.145 -1.368 0.937 -1.224 -0 .635 Pass (2.16) 103.965 0.282 -3.137 -1.351 0.925 -1.209 -0 .644 Pass (2.18) (0.9L s ) 116.457 0 .096 -2.929 -0.775 0.523 -0.727 -0 .941 Pass (2.80) 117.056 0.087 -2.919 -0.743 0.502 -0.699 -0 .958 Pass (2.76) (H) 124.355 -0.017 -2.796 -0.324 0 .217 -0.332 -1.181 Pas s (2.24) 125.647 -0.035 -2.774 -0.244 0 .163 -0.261 -1.224 Pa ss (2.16) (PSXFR) 127.647 -0.063 -2.740 -0.116 0 .077 -0.147 -1.293 Pas s (2.04) (Bar Develop.) 129.147 -0.034 -1.086 -0 .017 0.011 -0.034 -0.532 Pass (4.96) (1.0L s ) 129.397 -0.026 -0.813 0.0 00 0.000 -0.013 -0 .407 Pass (6.49) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 1789.89 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.239 58.36 2342.45 77.62 Pass (10+) Pass (10+) (FoS) 0.542 132.14 3037.40 175.75 Pa ss (10+) Pass (10+) (PSXFR) 1.739 419.96 5706.18 558.55 Pass (10+) Pass (10+) 3.375 804.13 6 505.63 1 069.49 Pass (6.08) Pass (8.09) 3.739 888.03 6 682.18 1 181.09 Pass (5.66) Pass (7.52) (CS) 4.758 11 20.51 7171.89 1490.28 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (4.81) (6.40) (H) 5.042 1184.36 7305.71 1575.19 Pass (4.64) Pass (6.17) 6.750 1562.54 8088.01 2078.17 Pass (3.89) Pass (5.18) (1.5H) 7.292 1680.01 8 331.13 2234 .41 Pass (3.73) Pass (4.96) 12.329 2716.41 9516.11 3612.83 Pass (2.63) Pass (3.50) (0.1L s ) 12.940 2835.08 9 526.77 3 770.65 Pass (2.53) Pass (3.36) 25.420 4937.90 9738.58 6107.01 Pass (1.59) Pass (1.97) (0.2L s ) 25.879 5003.50 9 746.16 6 106.51 Pass (1.60) Pass (1.95) 38.511 6484.18 9949.60 6138.37 Pass (1.62) Pass (1.53) (0.3L s ) 38.819 6512.49 9 954.44 6 140.11 Pass (1.62) Pass (1.53) 51.602 7388.37 10150.90 6 241.83 Pass (1.63) Pass (1.37) (0.4L s ) 51.759 7395.36 10 153.26 6243 .36 Pass (1.63) Pass (1.37) (HP) 58.223 7600.88 10 251.32 6 310.32 Pass (1.62) Pass (1.35) 58.228 7600.97 10251.29 6 310.31 Pass (1.62) Pass (1.35) 64.693 7646.29 10205.89 6 298.95 Pass (1.62) Pass (1.33) (0.5L s ) 64.698 7646.26 10 205.85 6298 .94 Pass (1.62) Pass (1.33) 71.158 7571.52 10158.33 6 294.17 Pass (1.61) Pass (1.34) (HP) 71.163 7571.40 10 158.29 6 294.17 Pass (1.61) Pass (1.34) (0.6L s ) 77.638 7337.72 9 966.06 6 210.72 Pass (1.60) Pass (1.36) 77.784 7330.65 9961.72 6208.92 Pass (1.60) Pass (1.36) (0.7L s ) 90.578 6411.62 9 573.22 6 066.12 Pass (1.58) Pass (1.49) 90.874 6383.65 9564.00 6063.26 Pass (1.58) Pass (1.50) (0.8L s ) 103.518 48 88.23 9158.30 5964.57 Pass (1.54) Pass (1.87) 103.965 4824.44 9143.50 5961.99 Pass (1.53) Pass (1.90) (0.9L s ) 116.457 27 48.62 8737.92 3655.66 Pass (2.39) Pass (3.18) 117.056 2634.80 8719.48 3504.28 Pass (2.49) Pass (3.31) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 16 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (1.5H) 122.105 1623.35 7638.72 2159.06 Pass (3.54) Pass (4.71) 122.647 1509.36 7421.55 2007.45 Pass (3.70) Pass (4.92) (H) 124.355 1142.90 6 725.88 1 520.05 Pass (4.42) Pass (5.88) (CS) 124.638 1081.17 6 611.08 1 437.96 Pass (4.60) Pass (6.11) 125.647 858.82 6197.83 1142.23 Pass (5.43) Pass (7.22) 126.022 775.21 6042.53 1031.03 Pass (5.86) Pass (7.79) (PSXFR) 127.647 407.08 5358.79 541.42 Pa ss (9.90) Pass (10+) (FoS) 128.855 127.18 2947.16 169.15 Pass (10+) Pass (10+) (Bar Develop.) 129.147 58.83 2305.30 78.24 Pass (10+) Pass (10+) (1.0L s ) 129.397 0.00 1743.26 0.00 Pass (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.758 Yes Yes 264.02 2 93.07 Pass (1.11) (H) 5.042 Yes Yes 262.97 2 92.40 Pass (1.11) (1.5H) 7.292 Yes Yes 254.62 287.84 Pass (1.13) 12.329 Yes Yes 236.10 278.32 Pass (1.18) (0.1L s ) 12.940 Yes Yes 233.87 276.78 Pa ss (1.18) 25.420 Yes Yes 189.05 253.37 Pass (1.34) (0.2L s ) 25.879 Yes Yes 187.43 252.91 Pa ss (1.35) 38.511 Yes Yes 143.55 248.05 Pass (1.73) (0.3L s ) 38.819 Yes Yes 142.50 247.96 Pa ss (1.74) 51.602 Yes Yes 99.61 247.64 Pass (2.49) (0.4L s ) 51.759 Yes Yes 99 .09 247.68 Pass (2.50) (HP) 58.223 Yes Yes 77.97 2 49.90 Pass Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (3.21) 64.693 No Yes 61.82 237.73 Pa ss (3.85) (0.5L s ) 64.698 No Yes 61.83 237.73 Pass (3.84) (HP) 71.163 Yes Yes 82.43 2 48.31 Pass (3.01) (0.6L s ) 77.638 Yes Yes 103.17 244.68 Pa ss (2.37) 77.784 Yes Yes 103.64 244.61 Pass (2.36) (0.7L s ) 90.578 Yes Yes 144.91 242.13 Pa ss (1.67) 90.874 Yes Yes 145.87 242.15 Pass (1.66) (0.8L s ) 103.518 Yes Yes 187.06 251.03 Pass (1.34) 103.965 Yes Yes 188.52 251.55 Pass (1.33) (0.9L s ) 116.457 Yes Yes 229.61 278.26 Pass (1.21) 117.056 Yes Yes 231.58 279.77 Pass (1.21) (1.5H) 122.105 Yes Yes 248.30 294.42 Pass (1.19) (H) 124.355 Yes Yes 255.77 298.75 Pass (1.17) (CS) 124.638 Yes Yes 256.71 299.31 Pass (1.17) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) (CS) 4.758 18.000 2 4.000 Pass 0.267 N/A N/A 55.716 123.931 Pass (2.22) (H) 5.042 18.000 2 4.000 Pass 0.267 N/A N/A 55.482 123.930 Pass (2.23) (1.5H) 7.292 18.000 24 .000 Pass 0.267 N/A N/A 53.634 123.925 Pass (2.31) 12.329 18.000 24.000 Pass 0.267 N/A N/A 49.548 123.912 Pass (2.50) (0.1L s ) 12.940 18.000 24.000 Pa ss 0.267 N/A N/A 49.058 123.911 Pass (2.53) 25.420 18.000 24.000 Pass 0.267 N/A N/A 39.268 123.881 Pass (3.15) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (0.2L s ) 25.879 18.000 24.000 Pa ss 0.267 N/A N/A 38.917 123.880 Pass (3.18) 38.511 18.000 24.000 Pass 0.267 N/A N/A 29.484 123.850 Pass (4.20) (0.3L s ) 38.819 18.000 24.000 Pa ss 0.267 N/A N/A 29.259 123.849 Pass (4.23) 51.602 18.000 24.000 Pass 0.267 N/A N/A 20.205 123.818 Pass (6.13) (0.4L s ) 51.759 18.000 24.000 Pa ss 0.267 N/A N/A 20.097 123.818 Pass (6.16) (HP) 58.223 18.000 24.000 Pass 0.267 N/A N/A 15.710 123.803 Pa ss (7.88) 64.693 18.000 24.000 Pass 0.267 N/A N/A 12.369 123.787 Pass (10+) (0.5L s ) 64.698 18.000 24.000 Pa ss 0.267 N/A N/A 12.372 123.787 Pass (10+) (HP) 71.163 18.000 24.000 Pass 0.267 N/A N/A 16.374 123.772 Pa ss (7.56) (0.6L s ) 77.638 18.000 24.000 Pa ss 0.267 N/A N/A 20.334 123.756 Pass (6.09) 77.784 18.000 24.000 Pass 0.267 N/A N/A 20.423 123.756 Pass (6.06) (0.7L s ) 90.578 18.000 24.000 Pa ss 0.267 N/A N/A 28.084 123.725 Pass (4.41) 90.874 18.000 24.000 Pass 0.267 N/A N/A 28.259 123.724 Pass (4.38) (0.8L s ) 103.518 18.000 24 .000 Pass 0.267 N/A N/A 35.571 123.694 Pass (3.48) 103.965 18.000 24.000 Pa ss 0.267 N/A N/A 35.825 123.693 Pass (3.45) (0.9L s ) 116.457 18.000 24 .000 Pass 0.267 N/A N/A 42.735 123.663 Pass (2.89) 117.056 18.000 24.000 Pa ss 0.267 N/A N/A 43.057 123.662 Pass (2.87) (1.5H) 122.105 18.0 00 24.000 Pass 0.267 N/A N/A 45.741 123.650 Pa ss (2.70) (H) 124.355 18.000 24 .000 Pass 0.267 N/A N/A 46.916 123.644 Pass (2.64) (CS) 124.638 18.000 24 .000 Pass 0.267 N/A N/A 47.063 123.644 Pass (2.63) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 (FoS) 0.542 6 21.33 413.14 5.8.3.5-2 Pass (1.50) (PSXFR) 1.739 1183.31 413.14 5.8.3.5-2 Pass (2.86) 3.739 1392.84 413.14 5.8.3.5-2 Pass (3.37) (CS) 4.758 1498.79 413.14 5.8.3.5-2 Pass (3.63) (H) 5.042 1527.84 691.61 5.8.3.5-1 Pass (2.21) (1.5H) 7.292 1748.05 790.39 5.8.3.5-1 Pass (2.21) 12.329 1995.76 995.09 5.8.3.5-1 Pass (2.01) (0.1L s ) 12.940 1996.29 1018.24 5.8.3.5-1 Pass (1.96) 25.420 2319.92 1471.56 5.8.3.5-1 Pass (1.58) (0.2L s ) 25.879 2319.89 1483.22 5.8.3.5-1 Pass (1.56) 38.511 2396.95 1720.08 5.8.3.5-1 Pass (1.39) (0.3L s ) 38.819 2396.85 1723.86 5.8.3.5-1 Pass (1.39) 51.602 2391.80 1818.59 5.8.3.5-1 Pass (1.32) (0.4L s ) 51.759 2391.73 1819.26 5.8.3.5-1 Pass (1.31) (HP) 58.223 2388.78 1 827.19 5.8.3.5-1 Pass (1.31) 64.693 2384.40 1848.39 5.8.3.5-1 Pass (1.29) (0.5L s ) 64.698 2384.39 1848.40 5.8.3.5-1 Pass (1.29) (HP) 71.163 2379.85 1 834.30 5.8.3.5-1 Pass (1.30) (0.6L s ) 77.638 2373.63 1828.91 5.8.3.5-1 Pass (1.30) 77.784 2373.48 1828.35 5.8.3.5-1 Pass (1.30) (0.7L s ) 90.578 2357.35 1741.93 5.8.3.5-1 Pass (1.35) 90.874 2356.86 1738.28 5.8.3.5-1 Pass (1.36) (0.8L s ) 1 03.518 2248.39 1468.52 5.8.3.5-1 Pass (1.53) 103.965 2246.86 1456.50 5.8.3.5-1 Pass (1.54) (0.9L s ) 1 16.457 1887.77 989.17 5.8.3.5-1 Pass (1.91) 117.056 1884.88 966.64 5.8.3.5-1 Pass (1.95) (1.5H) 122.105 1644.76 765.11 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 20 of 22 Bridge: Welch Rd Bridge Job: 16/02/2015 Over lay Overlay load is uniform along entire girder length. 3.735 0.765 0.000 0.765 4.666 0.764 0.000 0.764 5.042 0.763 0.000 0.763 6.750 0.761 0.000 0.761 7.292 0.760 0.000 0.760 12.396 0.753 0.000 0.753 13.010 0.752 0.000 0.752 25.558 0.734 0.000 0.734 26.020 0.733 0.000 0.733 38.720 0.715 0.000 0.715 39.030 0.715 0.000 0.715 51.881 0.696 0.000 0.696 52.040 0.696 0.000 0.696 58.538 0.687 0.000 0.687 58.543 0.687 0.000 0.687 65.043 0.677 0.000 0.677 65.051 0.677 0.000 0.677 71.543 0.668 0.000 0.668 71.548 0.668 0.000 0.668 78.061 0.659 0.000 0.659 78.205 0.658 0.000 0.658 91.071 0.640 0.000 0.640 91.366 0.640 0.000 0.640 104.081 0.621 0.000 0.621 104.528 0.621 0.000 0.621 117.091 0.603 0.000 0.603 117.689 0.602 0.000 0.602 122.809 0.595 0.000 0.595 123.351 0.594 0.000 0.594 125.059 0.591 0.000 0.591 125.435 0.591 0.000 0.591 126.351 0.589 0.000 0.589 126.726 0.589 0.000 0.589 128.351 0.587 0.000 0.587 129.559 0.585 0.000 0.585 129.851 0.584 0.000 0.584 130.101 0.584 0.000 0.584 Location From Left Bearing (ft) Main Slab Weight (kip/ft) Haunch Weight (kip/ft) Total Slab Weight (kip/ft) Load Type W trib (ft) w (kip/ft) Page 5 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Overlay load is distributed using tributary width. Live Load De tails Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Overlay Weight 6.288 0.000 Load Type W trib (ft) w (kip/ft) Camber and Deflec tion for Span 1 Girder V Design Camber 4.384 in 0.365 ft Deflection (Prestressing) 7.837 in 0.653 ft Deflection (Girder) -5.024 in -0.419 ft Deflection (Slab and Diaphragms) -3.088 in -0.257 ft Deflection (Traffic Barrier) -0.245 in -0.020 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 3.333 in 0.278 ft Excess Camber (Based on Design Camber) 1.051 in 0.088 ft Live Load Deflection (HL93 - Per Lane) -3.415 in -0.285 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.747 in -0.062 ft Effective Prestress a t Mid-Sp an Page 6 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.480 KSI Allowable tensile stress = 0.2400  f' ci = 0.480 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -2.600 KSI f' ci required to satisfy this stress check = 5.569 KSI At Jacking 2292.71 0.000 202.500 Before Prestress Transfer 2270.29 1.980 200.520 After Prestress Transfer 2007.18 25.219 177.281 At Lifting 2007.18 25.219 177.281 At Shipping 2007.18 25.219 177.281 After Deck Placement 1584.30 62.569 139.931 After Superimposed Dead Loads 1584.30 62.569 139.931 Final 15 84. 30 62.569 1 39. 931 Final with Live Load 1584.30 62.569 139.931 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.765 -0. 261 -1.136 -0.052 0.040 -0.313 -1 .096 - - Pass (-) Pass (2.37) (Bar Develop.) 1.000 -0.339 -1.487 -0.068 0 .052 -0.406 -1.434 - - Pas s (-) Pass (1.81) (PSXFR) 2.500 -0.804 -3.749 -0 .168 0.129 -0.972 -3.620 - - Pass (-) Fail (0.72) (H) 4.500 -0.748 -3.794 -0. 297 0.229 - 1.046 -3.565 - - Pass (-) Fail (0.73) 5.807 -0. 712 -3.823 -0.380 0.293 -1.092 -3 .530 - - Pass (-) Fail (0.74) (0.1L g ) 13.162 -0.506 -3.986 -0.810 0 .625 -1.316 -3.361 - - Pas s (-) Fail (0.77) 13.775 -0.489 - 3.999 -0.844 0.650 -1.332 -3.349 - - Pas s (-) Fail (0.78) (0.2L g ) 26.323 -0.136 -4.275 -1.440 1 .110 -1.577 -3.165 - - Pas s (-) Fail (0.82) 26.785 -0.123 - 4.285 -1.459 1.125 -1.583 -3.160 - - Pas s (-) Fail (0.82) (0.3L g ) 39.485 0.233 -4.557 -1.890 1.457 -1.657 -3. 100 - - Pass (-) Fail (0.84) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 7 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.621 KSI Allowable compressive stress = -0.6 f' c = -4.020 KSI f' c required to satisfy this stress check = 5.547 KSI 39.796 0.242 -4.564 -1.899 1 .464 -1.657 -3.100 - - Pa ss (-) Fail (0.84) (0.4L g ) 52.647 0.601 -4.825 -2.160 1.666 -1.559 -3. 159 - - Pass (-) Fail (0.82) 52.806 0.605 -4.828 -2.163 1 .667 -1.557 -3.161 - - Pa ss (-) Fail (0.82) (HP) 59.303 0.785 -4.952 -2.228 1 .718 -1.444 -3.234 - - Pas s (-) Fail (0.80) (0.5L g ) 65.808 0.785 -4.954 -2.250 1.735 -1.465 -3. 219 - - Pass (-) Fail (0.81) 65.816 0.785 -4.954 -2.250 1 .735 -1.465 -3.219 - - Pa ss (-) Fail (0.81) (HP) 72.313 0.785 -4.952 -2.228 1 .718 -1.444 -3.234 - - Pas s (-) Fail (0.80) 78.826 0.605 -4.828 -2.162 1 .667 -1.557 -3.161 - - Pa ss (-) Fail (0.82) (0.6L g ) 78.970 0.601 -4.825 -2.160 1.666 -1.559 -3. 159 - - Pass (-) Fail (0.82) 91.836 0.242 -4.564 -1.898 1 .464 -1.657 -3.100 - - Pa ss (-) Fail (0.84) (0.7L g ) 92.131 0.233 -4.557 -1.890 1.457 -1.657 -3. 100 - - Pass (-) Fail (0.84) 104.846 -0.124 -4.285 -1.459 1 .124 -1.582 -3.161 - - Pa ss (-) Fail (0.82) (0.8L g ) 105.293 -0.136 -4.275 -1.4 40 1.110 -1.577 -3 .165 - - Pass (-) Fail (0.82) 117.856 -0.489 -3.999 -0.843 0 .650 -1.332 -3.349 - - Pa ss (-) Fail (0.78) (0.9L g ) 118.455 -0.506 -3.986 -0.8 10 0.625 -1.316 -3 .361 - - Pass (-) Fail (0.77) 125.825 -0.712 -3.822 -0.379 0 .292 -1.091 -3.530 - - Pa ss (-) Fail (0.74) (H) 127.116 -0.748 -3.794 -0.297 0 .229 -1.046 -3.565 - - Pas s (-) Fail (0.73) (PSXFR) 129.116 -0.804 -3.749 -0.168 0 .129 -0.972 -3.620 - - Pas s (-) Fail (0.72) (Bar Develop.) 130.616 -0.339 -1.487 -0 .068 0.052 -0.406 -1.434 - - Pas s (-) Pass (1.81) 130.866 -0.256 -1.113 -0.051 0 .039 -0.307 -1.074 - - Pa ss (-) Pass (2.42) (1.0L g ) 131.616 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 8 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM (0.0L s ) 0.000 -0.198 -0.860 0.000 0.000 -0.198 -0.860 Pass (-) Pass (4.67) (Bar Develop.) 0.235 -0.256 -1.126 -0.029 0 .022 -0.285 -1.104 Pass (-) Pass (3.64) (PSXFR) 1.735 -0.610 -2.845 -0 .212 0.163 -0.822 -2.682 Pass (-) Pass (1.50) 3.735 -0. 569 -2.886 -0.449 0.346 -1.018 -2 .540 Pass (-) Pass (1.58) (H) 5.042 -0.542 -2.912 -0. 599 0.462 - 1.142 -2.450 Pass (-) Pass (1.64) 12.396 -0.389 - 3.063 -1.384 1.067 -1.773 -1.996 Pass (-) Pass (2.01) (0.1L s ) 13.010 -0.376 -3.076 -1.444 1 .114 -1.820 -1.962 Pass (-) Pass (2.05) 25.558 -0.106 - 3.335 -2.524 1.946 -2.630 -1.389 Pass (-) Pass (1.53) (0.2L s ) 26.020 -0.096 -3.344 -2.558 1 .972 -2.654 -1.372 Pass (-) Pass (1.51) 38.720 0.184 -3.592 -3.328 2 .566 -3.144 -1.026 Pass (-) Pass (1.28) (0.3L s ) 39.030 0.191 -3.598 -3.343 2.578 -3.153 -1. 020 Pass (-) Pass (1.28) 51.881 0.475 -3.814 -3.802 2 .931 -3.327 -0.883 Pass (-) Pass (1.21) (0.4L s ) 52.040 0.479 -3.816 -3.806 2.934 -3.327 -0. 882 Pass (-) Pass (1.21) (HP) 58.538 0.619 -3.905 -3.917 3 .019 -3.298 -0.885 Pass (-) Pass (1.22) 65.043 0.620 -3.911 -3.948 3 .044 -3.328 -0.867 Pass (-) Pass (1.21) (0.5L s ) 65.051 0.620 -3.911 -3.948 3.044 -3.328 -0. 867 Pass (-) Pass (1.21) (HP) 71.548 0.619 -3.903 -3.901 3 .007 -3.282 -0.896 Pass (-) Pass (1.22) (0.6L s ) 78.061 0.478 -3.813 -3.775 2.910 -3.297 -0. 903 Pass (-) Pass (1.22) 78.205 0.475 -3.811 -3.771 2 .907 -3.296 -0.904 Pass (-) Pass (1.22) (0.7L s ) 91.071 0.190 -3.594 -3.289 2.536 -3.099 -1. 058 Pass (-) Pass (1.30) 91.366 0.184 -3.588 -3.275 2 .525 -3.091 -1.063 Pass (-) Pass (1.30) (0.8L s ) 104.081 -0.097 -3.340 -2.496 1.924 -2.593 -1. 416 Pass (-) Pass (1.55) 104.528 -0.106 -3.331 -2.463 1 .899 -2.570 -1.432 Pass (-) Pass (1.56) (0.9L s ) 117.091 -0.376 -3.073 -1.398 1.078 -1.774 -1. 996 Pass (-) Pass (2.01) 117.689 -0.389 -3.061 -1.340 1 .033 -1.729 -2.028 Pass (-) Pass (1.98) (H) 125.059 -0.543 -2.911 -0.577 0 .445 -1.120 -2.466 Pass (-) Pass (1.63) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -3.015 KSI f' c required to satisfy this stress check = 7.558 KSI 126.351 -0.569 -2.885 -0.434 0 .334 -1.003 -2.551 Pass (-) Pass (1.58) (PSXFR) 128.351 -0.610 -2.845 -0.205 0 .158 -0.816 -2.687 Pass (-) Pass (1.50) (Bar Develop.) 129.851 -0.256 -1.126 -0 .030 0.023 -0.286 -1.103 Pass (-) Pass (3.64) (1.0L s ) 130.101 -0.194 -0.843 0.0 00 0.000 -0.194 -0 .843 Pass (-) Pass (4.77) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.198 -0.860 0.000 0.000 -0.198 -0.860 Pas s (3.50) (Bar Develop.) 0.235 -0.256 -1.126 -0.029 0 .024 -0.286 -1.103 Pas s (2.73) (PSXFR) 1.735 -0.610 -2.845 -0 .215 0.172 -0.825 -2.673 Pass (1.13) 3.735 -0. 569 -2.886 -0.455 0.365 -1.025 -2 .521 Pass (1.20) (H) 5.042 -0.542 -2.912 -0. 608 0.487 - 1.150 -2.425 Pass (1.24) 12.396 -0.389 - 3.063 -1.404 1.125 -1.793 -1.938 Pas s (1.56) (0.1L s ) 13.010 -0.376 -3.076 -1.466 1 .174 -1.842 -1.902 Pas s (1.59) 25.558 -0.106 - 3.335 -2.563 2.053 -2.670 -1.282 Pas s (1.13) (0.2L s ) 26.020 -0.096 -3.344 -2.598 2 .080 -2.694 -1.264 Pas s (1.12) 38.720 0.184 -3.592 -3.383 2 .709 -3.199 -0.883 Fail (0.94) (0.3L s ) 39.030 0.191 -3.598 -3.399 2.721 -3.208 -0. 877 Fa il (0.94) 51.881 0.475 -3.814 -3.868 3 .096 -3.393 -0.718 Fail (0.89) (0.4L s ) 52.040 0.479 -3.816 -3.872 3.099 -3.393 -0. 717 Fa il (0.89) (HP) 58.538 0.619 -3.905 -3.987 3 .190 -3.368 -0.715 Fail (0.90) 65.043 0.620 -3.911 -4.021 3 .217 -3.401 -0.694 Fail (0.89) (0.5L s ) 65.051 0.620 -3.911 -4.021 3.217 -3.401 -0. 694 Fa il (0.89) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -4.020 KSI f' c required to satisfy this stress check = 6.843 KSI (HP) 71.548 0.619 -3.903 -3.975 3 .179 -3.356 -0.724 Fail (0.90) (0.6L s ) 78.061 0.478 -3.813 -3.837 3.074 -3.359 -0. 739 Fa il (0.90) 78.205 0.475 -3.811 -3.834 3 .071 -3.359 -0.740 Fail (0.90) (0.7L s ) 91.071 0.190 -3.594 -3.346 2.680 -3.155 -0. 914 Fa il (0.96) 91.366 0.184 -3.588 -3.331 2 .668 -3.147 -0.920 Fail (0.96) (0.8L s ) 104.081 -0.097 -3.340 -2.540 2.034 -2.637 -1. 306 Pass (1.14) 104.528 -0.106 -3.331 -2.507 2 .007 -2.613 -1.324 Pa ss (1.15) (0.9L s ) 117.091 -0.376 -3.073 -1.424 1.140 -1.800 -1. 934 Pass (1.56) 117.689 -0.389 -3.061 -1.365 1 .093 -1.753 -1.968 Pa ss (1.53) (H) 125.059 -0.543 -2.911 -0.588 0 .471 -1.130 -2.440 Pas s (1.24) 126.351 -0.569 -2.885 -0.442 0 .354 -1.011 -2.532 Pa ss (1.19) (PSXFR) 128.351 -0.610 -2.845 -0.209 0 .168 -0.820 -2.678 Pas s (1.13) (Bar Develop.) 129.851 -0.256 -1.126 -0 .030 0.024 -0.287 -1.102 Pass (2.74) (1.0L s ) 130.101 -0.194 -0.843 0.0 00 0.000 -0.194 -0 .843 Pass (3.58) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.198 -0.860 0.000 0.000 -0.198 -0.860 Pas s (4.67) (Bar Develop.) 0.235 -0.256 -1.126 -0.034 0 .024 -0.290 -1.103 Pas s (3.65) (PSXFR) 1.735 -0.610 -2.845 -0 .245 0.172 -0.856 -2.673 Pass (1.50) 3.735 -0. 569 -2.886 -0.520 0.365 -1.090 -2 .521 Pass (1.59) (H) 5.042 -0.542 -2.912 -0. 695 0.487 - 1.238 -2.425 Pass (1.66) 12.396 -0.389 - 3.063 -1.611 1.125 -2.000 -1.938 Pas s Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] (2.01) (0.1L s ) 13.010 -0.376 -3.076 -1.682 1 .174 -2.058 -1.902 Pas s (1.95) 25.558 -0.106 - 3.335 -2.956 2.053 -3.063 -1.282 Pas s (1.31) (0.2L s ) 26.020 -0.096 -3.344 -2.997 2 .080 -3.093 -1.264 Pas s (1.30) 38.720 0.184 -3.592 -3.924 2 .709 -3.740 -0.883 Pa ss (1.07) (0.3L s ) 39.030 0.191 -3.598 -3.942 2.721 -3.751 -0. 877 Pass (1.07) 51.881 0.475 -3.814 -4.515 3 .096 -4.040 -0.718 Fail (0.99) (0.4L s ) 52.040 0.479 -3.816 -4.520 3.099 -4.042 -0. 717 Fa il (0.99) (HP) 58.538 0.619 -3.905 -4.670 3 .190 -4.051 -0.715 Fail (0.99) 65.043 0.620 -3.911 -4.725 3 .217 -4.106 -0.694 Fail (0.98) (0.5L s ) 65.051 0.620 -3.911 -4.725 3.217 -4.106 -0. 694 Fa il (0.98) (HP) 71.548 0.619 -3.903 -4.694 3 .179 -4.075 -0.724 Fail (0.99) (0.6L s ) 78.061 0.478 -3.813 -4.448 3.074 -3.970 -0. 739 Pass (1.01) 78.205 0.475 -3.811 -4.444 3 .071 -3.969 -0.740 Pa ss (1.01) (0.7L s ) 91.071 0.190 -3.594 -3.897 2.680 -3.707 -0. 914 Pass (1.08) 91.366 0.184 -3.588 -3.880 2 .668 -3.696 -0.920 Pa ss (1.09) (0.8L s ) 104.081 -0.097 -3.340 -2.975 2.034 -3.072 -1. 306 Pass (1.31) 104.528 -0.106 -3.331 -2.937 2 .007 -3.043 -1.324 Pa ss (1.32) (0.9L s ) 117.091 -0.376 -3.073 -1.677 1.140 -2.053 -1. 934 Pass (1.96) 117.689 -0.389 -3.061 -1.608 1 .093 -1.997 -1.968 Pa ss (2.01) (H) 125.059 -0.543 -2.911 -0.695 0 .471 -1.237 -2.440 Pas s (1.65) 126.351 -0.569 -2.885 -0.522 0 .354 -1.092 -2.532 Pa ss (1.59) (PSXFR) 128.351 -0.610 -2.845 -0.248 0 .168 -0.858 -2.678 Pas s (1.50) (Bar Develop.) 129.851 -0.256 -1.126 -0 .036 0.024 -0.292 -1.102 Pass (3.65) (1.0L s ) 130.101 -0.194 -0.843 0.0 00 0.000 -0.194 -0 .843 Pass (4.77) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 12 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.492 KSI f' c required to satisfy this stress check = 11.486 KSI (0.0L s ) 0.000 -0.860 0.000 -0.860 Pass (-) (Bar Develop.) 0.235 -1.126 0.033 -1.093 Pa ss (-) (PSXFR) 1.735 -2.845 0.243 -2.602 Pass (-) 3.735 -2.886 0.515 -2.371 Pa ss (-) (H) 5.042 -2 .912 0.688 -2.224 Pa ss (-) 12.396 -3.063 1.589 -1.474 Pass (-) (0.1L s ) 13.010 -3.076 1.659 -1.417 Pa ss (-) 25.558 -3.335 2.901 -0.434 Pass (-) (0.2L s ) 26.020 -3.344 2.940 -0.404 Pa ss (-) 38.720 -3.592 3.828 0.236 Pass (2.09) (0.3L s ) 39.030 -3.598 3.845 0.247 Pass (1.99) 51.881 -3.814 4.380 0.566 Fail (0.87) (0.4L s ) 52.040 -3.816 4.384 0.568 Fail (0.87) (HP) 58.538 -3.905 4.516 0.612 Fail (0.80) 65.043 -3.911 4.555 0.644 Fail (0.76) (0.5L s ) 65.051 -3.911 4.555 0.644 Fail (0.76) (HP) 71.548 -3.903 4.514 0.611 Fail (0.80) (0.6L s ) 78.061 -3.813 4.350 0.537 Fail (0.92) 78.205 -3.811 4.346 0.535 Fail (0.92) (0.7L s ) 91.071 -3.594 3.806 0.212 Pass (2.32) 91.366 -3.588 3.789 0.201 Pass (2.44) (0.8L s ) 104.081 -3.340 2.903 -0.437 Pass (-) 104.528 -3.331 2.866 -0.465 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 13 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.680 KSI f' c required to satisfy this stress check = 5.591 KSI (0.9L s ) 117.091 -3.073 1.634 -1.439 Pass (-) 117.689 -3.061 1.567 -1.494 Pass (-) (H) 125.059 -2.911 0.677 -2.235 Pa ss (-) 126.351 -2.885 0.508 -2.377 Pass (-) (PSXFR) 128.351 -2.845 0.241 -2.604 Pass (-) (Bar Develop.) 129.851 -1.126 0.035 -1.091 Pass (-) (1.0L s ) 130.101 -0.843 0.000 -0.843 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.198 -0.860 0.000 0.000 -0.099 -0.430 Pas s (6.23) (Bar Develop.) 0.235 -0.256 -1.126 -0.018 0 .012 -0.146 -0.551 Pas s (4.86) (PSXFR) 1.735 -0.610 -2.845 -0 .132 0.086 -0.438 -1.337 Pass (2.01) 3.735 -0. 569 -2.886 -0.281 0.182 -0.565 -1 .261 Pass (2.13) (H) 5.042 -0.542 -2.912 -0. 375 0.244 - 0.646 -1.213 Pass (2.21) 12.396 -0.389 - 3.063 -0.869 0.562 -1.064 -0.969 Pas s (2.52) (0.1L s ) 13.010 -0.376 -3.076 -0.908 0 .587 -1.096 -0.951 Pas s (2.45) 25.558 -0.106 - 3.335 -1.594 1.026 -1.648 -0.641 Pas s (1.63) (0.2L s ) 26.020 -0.096 -3.344 -1.616 1 .040 -1.664 -0.632 Pas s (1.61) 38.720 0.184 -3.592 -2.120 1 .354 -2.028 -0.442 Pa ss (1.32) (0.3L s ) 39.030 0.191 -3.598 -2.130 1.360 -2.034 -0. 438 Pass (1.32) 51.881 0.475 -3.814 -2.441 1 .548 -2.203 -0.359 Pa ss (1.22) (0.4L s ) 52.040 0.479 -3.816 -2.443 1.549 -2.204 -0. 359 Pass Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM (1.5H) 122.809 1878.01 983.12 5.8.3.5-1 Pass (1.91) (H) 125.059 1584.28 857.12 5.8.3.5-1 Pass (1.85) (CS) 125.435 1545.32 533.93 5.8.3.5-2 Pass (2.89) 126.351 1448.93 533.93 5.8.3.5-2 Pass (2.71) (PSXFR) 128.351 1188.08 533.93 5.8.3.5-2 Pass (2.23) (FoS) 129.559 631.61 533.93 5.8.3 .5-2 Pass (1.18) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 None - 24.000 0.000 0.000 0.115 F ail (Bar Develop.) 0.235 None - 24.000 0 .000 0.000 0.115 F ail (FoS) 0.542 None - 24.000 0 .000 0.000 0.115 F ail (PSXFR) 1.735 None - 24.000 0.000 0.000 0.115 Fail 3.735 No ne - 24.000 0.000 0.000 0.115 Fail (CS) 4.666 No ne - 24.000 0.000 0.000 0.115 Fail (H) 5.042 None - 24.000 0.000 0.000 0.115 Fail (1.5H) 7.292 None - 24.000 0.000 0.000 0 .115 Fail 12.396 None - 24.000 0.000 0.000 0.115 Fail (0.1L s ) 13.010 None - 24.000 0 .000 0.000 0.115 Fail 25.558 None - 24.000 0.000 0.000 0.115 Fail (0.2L s ) 26.020 None - 24.000 0 .000 0.000 0.115 Fail 38.720 None - 24.000 0.000 0.000 0.115 Fail (0.3L s ) 39.030 None - 24.000 0 .000 0.000 0.115 Fail 51.881 None - 24.000 0.000 0.000 0.115 Fail (0.4L s ) 52.040 None - 24.000 0 .000 0.000 0.115 Fail (HP) 58.538 None - 24.000 0.000 0.000 0.115 Fail 65.043 None - 24.000 0.000 0.000 0.115 Fail (0.5L s ) 65.051 None - 24.000 0 .000 0.000 0.115 Fail (HP) 71.548 None - 24.000 0.000 0.000 0.115 Fail (0.6L s ) 78.061 None - 24.000 0 .000 0.000 0.115 Fail 78.205 None - 24.000 0.000 0.000 0.115 Fail (0.7L s ) 91.071 None - 24.000 0 .000 0.000 0.115 Fail 91.366 None - 24.000 0.000 0.000 0.115 Fail (0.8L s ) 104.081 None - 24.000 0.000 0.000 0 .115 Fail 104.528 None - 24.000 0.000 0.000 0 .115 Fail (0.9L s ) 117.091 None - 24.000 0.000 0.000 0 .115 Fail Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM 117.689 None - 24.000 0.000 0 .000 0 .115 Fail (1.5H) 122.809 None - 24.000 0.000 0.000 0.115 Fail (H) 125.059 None - 24.000 0 .000 0. 000 0.115 Fail (CS) 125.435 None - 24.000 0 .000 0. 000 0.115 Fail 126.351 None - 24.000 0.000 0 .000 0 .115 Fail (PSXFR) 128.351 None - 24.000 0.000 0 .000 0 .115 Fail (FoS) 129.559 None - 24.000 0.000 0.000 0.115 Fail (Bar Develop.) 129.851 None - 24.000 0.000 0.000 0.115 Fail (1.0L s ) 130.101 None - 24.000 0.000 0.000 0 .115 Fail Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 22 of 22 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMPD 9A5.HTM TxDOT Summ ary Report (Long Form ) For Span 2 Girder A February 16, 2015 7:27:31 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder A does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder A Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 44 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 18.826 in Eccentricity @ End 11.190 in Prestressing Strands Depressed NO. (# of Harped Strands) 8 Y b of Topmost Depressed Strand(s) @ End 50.500 in Concrete Release Strength f' ci 5.500 KSI Minimum 28 day compressive strength f' c 6.000 KSI Optional Design Design Load Compressive Stress (Top CL) 4.022 KSI Design Load Tensile Stress (Bottom CL) -4.085 KSI Required minimum ultimate moment capacity 8500.57 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.80470 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.80470 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.80470 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.943 ft Girder Length 116.443 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Right Girder Spacing Start of Span 6.400 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Right Girder Spacing End of Span 6.400 ft Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is uniform along entire girder length. Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.127 kip/ft Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Connection Geometry at Abutment 3 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.333 0.127 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) Total Slab Weight 0.795 Load Type w (kip/ft) Overlay Weight 6.533 0.000 Load Type W trib (ft) w (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 2 Girder A Design Camber 4.275 in 0.356 ft Deflection (Prestressing) 5.493 in 0.458 ft Deflection (Girder) -2.611 in -0.218 ft Deflection (Slab and Diaphragms) -2.334 in -0.194 ft Deflection (Traffic Barrier) -0.150 in -0.012 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.484 in 0.207 ft Excess Camber (Based on Design Camber) 1.791 in 0.149 ft Live Load Deflection (HL93 - Per Lane) -2.256 in -0.188 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.545 in -0.045 ft Effective Prestress a t Mid-Sp an At Jacking 1933.47 0.000 202.500 Before Prestress Transfer 1914.57 1.980 200.520 After Prestress Transfer 1720.26 22.331 180.169 At Lifting 1720.26 22.331 180.169 At Shipping 1720.26 22.331 180.169 After Deck Placement 1355.36 60.548 141.952 After Superimposed Dead Loads 1355.36 60.548 141.952 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 5 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.563 KSI Allowable tensile stress = 0.2400  f' ci = 0.563 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -3.575 KSI f' ci required to satisfy this stress check = 5.487 KSI Final 13 55. 36 60.548 1 41. 952 Final with Live Load 1355.36 60.548 141.952 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.750 -0. 032 -0.914 -0.045 0.035 -0.077 -0 .880 - - Pass (-) Pass (4.06) (Bar Develop.) 1.000 -0.041 -1.221 -0.060 0 .046 -0.101 -1.174 - - Pas s (-) Pass (3.04) (PSXFR) 3.000 -0.071 -3.703 -0 .177 0.136 -0.248 -3.566 - - Pass (-) Pass (1.00) (H) 4.500 -0.032 -3.733 -0. 262 0.202 - 0.294 -3.531 - - Pass (-) Pass (1.01) 5.792 0 .001 -3.759 -0.3 33 0.257 -0.332 -3 .502 - - Pass (-) Pass (1.02) (0.1L g ) 11.644 0.151 -3.877 -0.634 0.489 -0.483 -3. 388 - - Pass (-) Pass (1.06) 12.244 0.167 -3.889 -0.663 0 .511 -0.496 -3.377 - - Pa ss (-) Pass (1.06) (0.2L g ) 23.289 0.450 -4.107 -1.127 0.869 -0.677 -3. 238 - - Pass (-) Pass (1.10) 23.739 0.462 -4.116 -1.144 0 .882 -0.682 -3.235 - - Pa ss (-) Pass (1.11) (0.3L g ) 34.933 0.748 -4.331 -1.480 1.141 -0.731 -3. 190 - - Pass (-) Pass (1.12) 35.233 0.756 -4.336 -1.487 1 .146 -0.731 -3.190 - - Pa ss (-) Pass (1.12) (0.4L g ) 46.577 1.043 -4.542 -1.691 1.304 -0.648 -3. 238 - - Pass (-) Pass (1.10) 46.727 1.046 -4.545 -1.693 1 .305 -0.646 -3.240 - - Pa ss (-) Pass (1.10) (HP) 52.474 1.189 -4.643 -1.744 1 .345 -0.555 -3.298 - - Pas s (-) Pass (1.08) (0.5L g ) 58.221 1.190 -4.645 -1.761 1.358 -0.572 -3. 287 - - Pass Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 6 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.588 KSI Allowable compressive stress = -0.6 f' c = -3.600 KSI f' c required to satisfy this stress check = 4.386 KSI (-) (1.09) (HP) 63.968 1.189 -4.643 -1.744 1 .345 -0.555 -3.298 - - Pas s (-) Pass (1.08) 69.716 1.046 -4.545 -1.693 1 .305 -0.646 -3.240 - - Pa ss (-) Pass (1.10) (0.6L g ) 69.866 1.043 -4.542 -1.691 1.304 -0.648 -3. 238 - - Pass (-) Pass (1.10) 81.210 0.756 -4.336 -1.487 1 .146 -0.731 -3.190 - - Pa ss (-) Pass (1.12) (0.7L g ) 81.510 0.748 -4.331 -1.480 1.141 -0.731 -3. 190 - - Pass (-) Pass (1.12) 92.704 0.462 -4.116 -1.144 0 .882 -0.682 -3.235 - - Pa ss (-) Pass (1.11) (0.8L g ) 93.154 0.450 -4.107 -1.127 0.869 -0.677 -3. 238 - - Pass (-) Pass (1.10) 104.198 0.167 -3.889 -0.663 0.511 -0.496 -3 .377 - - Pass (-) Pass (1.06) (0.9L g ) 104.798 0.151 -3.877 -0 .634 0.489 -0.483 -3.388 - - Pass (-) Pass (1.06) 110.651 0.001 -3.759 -0.333 0.257 -0.332 -3 .502 - - Pass (-) Pass (1.02) (H) 111.943 -0.032 -3.733 -0.262 0 .202 -0.294 -3.531 - - Pas s (-) Pass (1.01) (PSXFR) 113.443 -0.071 -3.703 -0.177 0 .136 -0.248 -3.566 - - Pas s (-) Pass (1.00) (Bar Develop.) 115.443 -0.041 -1.221 -0 .060 0.046 -0.101 -1.174 - - Pas s (-) Pass (3.04) 115.693 -0.032 -0.914 -0.045 0 .035 -0.077 -0.880 - - Pa ss (-) Pass (4.06) (1.0L g ) 116.443 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) (0.0L s ) 0.000 -0.024 -0.696 0.000 0.000 -0.024 -0.696 Pass (-) Pass (5.17) (Bar Develop.) 0.250 -0.031 -0.930 -0.029 0 .022 -0.060 -0.908 Pass (-) Pass (3.97) (PSXFR) 2.250 -0.054 -2.828 -0 .255 0.196 -0.309 -2.632 Pass (-) Pass (1.37) 3.750 -0. 025 -2.857 -0.419 0.323 -0.444 -2 .534 Pass (-) Pass (1.42) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 7 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] (H) 5.042 0.001 -2.88 2 -0.557 0.429 -0.556 -2.453 Pass (-) Pass (1.47) 10.894 0.117 -2.996 -1.139 0 .878 -1.022 -2.118 Pass (-) Pass (1.70) (0.1L s ) 11.494 0.129 -3.007 -1.195 0.921 -1.066 -2. 086 Pass (-) Pass (1.73) 22.539 0.353 -3.217 -2.093 1 .613 -1.740 -1.603 Pass (-) Pass (2.07) (0.2L s ) 22.989 0.362 -3.225 -2.124 1.638 -1.762 -1. 587 Pass (-) Pass (2.04) 34.183 0.591 -3.419 -2.774 2 .139 -2.183 -1.280 Pass (-) Pass (1.65) (0.3L s ) 34.483 0.597 -3.424 -2.788 2.149 -2.191 -1. 274 Pass (-) Pass (1.64) 45.827 0.823 -3.587 -3.183 2 .454 -2.359 -1.133 Pass (-) Pass (1.53) (0.4L s ) 45.977 0.826 -3.589 -3.186 2.457 -2.360 -1. 132 Pass (-) Pass (1.53) (HP) 51.724 0.936 -3.654 -3.286 2 .533 -2.350 -1.120 Pass (-) Pass (1.53) (0.5L s ) 57.471 0.937 -3.659 -3.319 2.559 -2.382 -1. 101 Pass (-) Pass (1.51) (HP) 63.218 0.936 -3.654 -3.286 2 .533 -2.350 -1.120 Pass (-) Pass (1.53) (0.6L s ) 68.966 0.826 -3.589 -3.186 2.457 -2.360 -1. 132 Pass (-) Pass (1.53) 69.116 0.823 -3.587 -3.183 2 .454 -2.359 -1.133 Pass (-) Pass (1.53) (0.7L s ) 80.460 0.597 -3.424 -2.788 2.149 -2.191 -1. 274 Pass (-) Pass (1.64) 80.760 0.591 -3.419 -2.774 2 .139 -2.183 -1.280 Pass (-) Pass (1.65) (0.8L s ) 91.954 0.362 -3.225 -2.124 1.638 -1.762 -1. 587 Pass (-) Pass (2.04) 92.404 0.353 -3.217 -2.093 1 .613 -1.740 -1.603 Pass (-) Pass (2.07) (0.9L s ) 103.448 0 .129 -3.007 -1.195 0.921 -1.066 -2 .086 Pass (-) Pass (1.73) 104.048 0.117 -2.996 -1.139 0.878 -1.022 -2 .118 Pass (-) Pass (1.70) (H) 109.901 0. 001 -2.882 -0.557 0 .429 -0.556 -2.453 Pass (-) Pass (1.47) 111.193 -0.025 -2.857 -0.419 0 .323 -0.444 -2.534 Pass (-) Pass (1.42) (PSXFR) 112.693 -0.054 -2.828 -0.255 0 .196 -0.309 -2.632 Pass (-) Pass (1.37) (Bar Develop.) 114.693 -0.031 -0.930 -0 .029 0.022 -0.060 -0.908 Pass (-) Pass (3.97) (1.0L s ) 114.943 -0.024 -0.696 0.0 00 0.000 -0.024 -0 .696 Pass (-) Pass (5.17) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.64) (1.45) (0.3L s ) 34.483 7203.41 10 419.18 6342 .08 Pass (1.64) Pass (1.45) 45.827 8193.84 10772.92 6 467.45 Pass (1.67) Pass (1.31) (0.4L s ) 45.977 8202.50 10 777.60 6469 .30 Pass (1.67) Pass (1.31) (HP) 51.724 8441.79 10 956.91 6 541.91 Pass (1.67) Pass (1.30) 51.729 8441.92 10956.91 6 541.90 Pass (1.67) Pass (1.30) (0.5L s ) 57.471 8500.57 10 957.19 6538 .86 Pass (1.68) Pass (1.29) 63.214 8441.92 10956.91 6 541.90 Pass (1.67) Pass (1.30) (HP) 63.218 8441.79 10 956.91 6 541.91 Pass (1.67) Pass (1.30) (0.6L s ) 68.966 8202.50 10 777.60 6469 .30 Pass (1.67) Pass (1.31) 69.116 8193.84 10772.92 6 467.45 Pass (1.67) Pass (1.31) (0.7L s ) 80.460 7203.41 10 419.18 6342 .08 Pass (1.64) Pass (1.45) 80.760 7168.76 10409.81 6 339.29 Pass (1.64) Pass (1.45) (0.8L s ) 91.954 5524.27 10 056.73 6263 .30 Pass (1.61) Pass (1.82) 92.404 5443.85 10042.35 6 261.58 Pass (1.60) Pass (1.84) (0.9L s ) 103.448 31 23.14 9326.98 4153.77 Pass (2.25) Pass (2.99) 104.048 2977.97 9095.55 3960.70 Pass (2.30) Pass (3.05) 104.689 2820.71 8846.10 3751.55 Pass (2.36) Pass (3.14) (1.5H) 107.651 2064.97 7666.26 2746.41 Pass (2.79) Pass (3.71) 108.193 1921.56 7447.07 2555.68 Pass (2.91) Pass (3.88) (H) 109.901 1458.77 6 748.22 1 940.17 Pass (3.48) Pass (4.63) (CS) 110.088 1407.07 6 670.36 1 871.40 Pass (3.56) Pass (4.74) 111.193 1098.27 6201.06 1460.70 Pass (4.25) Pass (5.65) 111.568 991.91 6038.15 1319.23 Pass (4.58) Pass (6.09) (PSXFR) 112.693 668.19 5548.18 888.69 Pa ss (6.24) Pass (8.30) (FoS) 114.401 163.39 2458.61 217.31 Pass (10+) Pass (10+) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (Bar Develop.) 114.693 75.61 1911.97 100.56 Pass (10+) Pass (10+) (1.0L s ) 114.943 0.00 1439.11 0.00 Pass (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.854 Yes Yes 282.38 3 57.24 Pass (1.27) (H) 5.042 Yes Yes 281.58 3 56.54 Pass (1.27) (1.5H) 7.292 Yes Yes 272.04 349.22 Pass (1.28) 10.253 Yes Yes 259.53 282.71 Pass (1.09) 10.894 Yes Yes 256.83 280.95 Pass (1.09) (0.1L s ) 11.494 Yes Yes 254.31 279.06 Pa ss (1.10) 22.539 Yes Yes 208.38 248.50 Pass (1.19) (0.2L s ) 22.989 Yes Yes 206.53 247.92 Pa ss (1.20) 34.183 Yes Yes 161.00 245.05 Pass (1.52) (0.3L s ) 34.483 Yes Yes 159.80 245.01 Pa ss (1.53) 45.827 Yes Yes 114.68 229.60 Pass (2.00) (0.4L s ) 45.977 Yes Yes 114.09 229.49 Pa ss (2.01) (HP) 51.724 Yes Yes 91.63 2 32.08 Pass (2.53) (0.5L s ) 57.471 Yes Yes 69 .43 215.04 Pass (3.10) (HP) 63.218 Yes Yes 91.63 2 32.08 Pass (2.53) (0.6L s ) 68.966 Yes Yes 114.09 229.49 Pa ss (2.01) 69.116 Yes Yes 114.68 229.60 Pass (2.00) (0.7L s ) 80.460 Yes Yes 159.80 245.01 Pa ss (1.53) 80.760 Yes Yes 161.00 245.05 Pass (1.52) (0.8L s ) 91.954 Yes Yes 206.53 247.92 Pa ss Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (1.20) 92.404 Yes Yes 208.38 248.50 Pass (1.19) (0.9L s ) 103.448 Yes Yes 254.31 279.06 Pass (1.10) 104.048 Yes Yes 256.83 280.95 Pass (1.09) 104.689 Yes Yes 259.53 282.71 Pass (1.09) (1.5H) 107.651 Yes Yes 272.04 349.22 Pass (1.28) (H) 109.901 Yes Yes 281.58 356.54 Pass (1.27) (CS) 110.088 Yes Yes 282.38 357.24 Pass (1.27) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) (CS) 4.854 12.000 2 4.000 Pass 0.400 N/A N/A 58.388 131.180 Pass (2.25) (H) 5.042 12.000 2 4.000 Pass 0.400 N/A N/A 58.223 131.180 Pass (2.25) (1.5H) 7.292 12.000 24 .000 Pass 0.400 N/A N/A 56.249 131.180 Pass (2.33) 10.253 18.000 24.000 Pass 0.267 N/A N/A 53.663 123.980 Pass (2.31) 10.894 18.000 24.000 Pass 0.267 N/A N/A 53.106 123.980 Pass (2.33) (0.1L s ) 11.494 18.000 24.000 Pa ss 0.267 N/A N/A 52.584 123.980 Pass (2.36) 22.539 18.000 24.000 Pass 0.267 N/A N/A 43.088 123.980 Pass (2.88) (0.2L s ) 22.989 18.000 24.000 Pa ss 0.267 N/A N/A 42.705 123.980 Pass (2.90) 34.183 18.000 24.000 Pass 0.267 N/A N/A 33.291 123.980 Pass (3.72) (0.3L s ) 34.483 18.000 24.000 Pa ss 0.267 N/A N/A 33.041 123.980 Pass (3.75) 45.827 18.000 24.000 Pass 0.267 N/A N/A 23.713 123.980 Pass (5.23) (0.4L s ) 45.977 18.000 24.000 Pa ss 0.267 N/A N/A 23.591 123.980 Pass (5.26) (HP) 51.724 18.000 24.000 Pass 0.267 N/A N/A 18.946 123.980 Pa ss (6.54) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (0.5L s ) 57.471 18.000 24.000 Pa ss 0.267 N/A N/A 14.355 123.980 Pass (8.64) (HP) 63.218 18.000 24.000 Pass 0.267 N/A N/A 18.946 123.980 Pa ss (6.54) (0.6L s ) 68.966 18.000 24.000 Pa ss 0.267 N/A N/A 23.591 123.980 Pass (5.26) 69.116 18.000 24.000 Pass 0.267 N/A N/A 23.713 123.980 Pass (5.23) (0.7L s ) 80.460 18.000 24.000 Pa ss 0.267 N/A N/A 33.041 123.980 Pass (3.75) 80.760 18.000 24.000 Pass 0.267 N/A N/A 33.291 123.980 Pass (3.72) (0.8L s ) 91.954 18.000 24.000 Pa ss 0.267 N/A N/A 42.705 123.980 Pass (2.90) 92.404 18.000 24.000 Pass 0.267 N/A N/A 43.088 123.980 Pass (2.88) (0.9L s ) 103.448 18.000 24 .000 Pass 0.267 N/A N/A 52.584 123.980 Pass (2.36) 104.048 18.000 24.000 Pa ss 0.267 N/A N/A 53.106 123.980 Pass (2.33) 104.689 18.000 24.000 Pa ss 0.267 N/A N/A 53.663 123.980 Pass (2.31) (1.5H) 107.651 12.0 00 24.000 Pass 0.400 N/A N/A 56.249 131.180 Pa ss (2.33) (H) 109.901 12.000 24 .000 Pass 0.400 N/A N/A 58.223 131.180 Pass (2.25) (CS) 110.088 12.000 24 .000 Pass 0.400 N/A N/A 58.388 131.180 Pass (2.25) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 4 92.97 378.84 5.8.3.5-2 Pass (1.30) (PSXFR) 2.250 1130.40 378.84 5.8.3.5-2 Pass (2.98) 3.750 1266.52 378.84 5.8.3.5-2 Pass (3.34) (CS) 4.854 1364.96 378.84 5.8.3.5-2 Pass (3.60) (H) 5.042 1381.22 715.30 5.8.3.5-1 Pass (1.93) (1.5H) 7.292 1569.61 834.61 5.8.3.5-1 Pass (1.88) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 10.253 1812.37 1043.16 5.8.3.5-1 Pass (1.74) 10.894 1863.88 1073.54 5.8.3.5-1 Pass (1.74) (0.1L s ) 11.494 1911.85 1101.46 5.8.3.5-1 Pass (1.74) 22.539 2356.20 1622.10 5.8.3.5-1 Pass (1.45) (0.2L s ) 22.989 2356.97 1636.69 5.8.3.5-1 Pass (1.44) 34.183 2481.04 1892.54 5.8.3.5-1 Pass (1.31) (0.3L s ) 34.483 2481.23 1896.84 5.8.3.5-1 Pass (1.31) 45.827 2486.40 1979.11 5.8.3.5-1 Pass (1.26) (0.4L s ) 45.977 2486.45 1979.15 5.8.3.5-1 Pass (1.26) (HP) 51.724 2488.23 1 977.46 5.8.3.5-1 Pass (1.26) (0.5L s ) 57.471 2488.30 1997.62 5.8.3.5-1 Pass (1.25) (HP) 63.218 2488.23 1 977.46 5.8.3.5-1 Pass (1.26) (0.6L s ) 68.966 2486.45 1979.15 5.8.3.5-1 Pass (1.26) 69.116 2486.40 1979.11 5.8.3.5-1 Pass (1.26) (0.7L s ) 80.460 2481.23 1896.84 5.8.3.5-1 Pass (1.31) 80.760 2481.04 1892.54 5.8.3.5-1 Pass (1.31) (0.8L s ) 91.954 2356.97 1636.69 5.8.3.5-1 Pass (1.44) 92.404 2356.20 1622.10 5.8.3.5-1 Pass (1.45) (0.9L s ) 1 03.448 1911.85 1101.46 5.8.3.5-1 Pass (1.74) 104.048 1863.88 1073.54 5.8.3.5-1 Pass (1.74) 104.689 1812.37 1043.16 5.8.3.5-1 Pass (1.74) (1.5H) 107.651 1569.61 834.61 5.8.3.5-1 Pass (1.88) (H) 109.901 1381.22 715.30 5.8.3.5-1 Pass (1.93) (CS) 110.088 1364.96 378.84 5.8.3.5-2 Pass (3.60) 111.193 1266.52 378.84 5.8.3.5-2 Pass (3.34) (PSXFR) 112.693 1130.40 378.84 5.8.3.5-2 Pass (2.98) (FoS) 114.401 492.97 378.84 5.8.3 .5-2 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.30) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 12.000 12.000 2.495 0.400 0.108 Pass (Bar Develop.) 0.250 #4 12.000 12 .000 2.495 0.400 0.108 Pass (FoS) 0.542 #4 12.000 12 .000 2.495 0.400 0.108 Pass (PSXFR) 2.250 #4 12.000 12.000 2.495 0.400 0.108 Pass 3.750 #4 12.000 1 2.000 2.495 0.400 0.108 Pass (CS) 4.854 #4 12.000 1 2.000 2.495 0.400 0.108 Pass (H) 5.042 #4 12.000 12.000 2.495 0.400 0.108 Pass (1.5H) 7.292 #4 12.000 12 .000 2.495 0.400 0.108 Pass 10.253 #4 18.000 24.000 2.495 0.267 0.108 Pass 10.894 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.1L s ) 11.494 #4 18.000 24. 000 2.495 0.267 0.108 Pass 22.539 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.2L s ) 22.989 #4 18.000 24. 000 2.495 0.267 0.108 Pass 34.183 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.3L s ) 34.483 #4 18.000 24. 000 2.495 0.267 0.108 Pass 45.827 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.4L s ) 45.977 #4 18.000 24. 000 2.495 0.267 0.108 Pass (HP) 51.724 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.5L s ) 57.471 #4 18.000 24. 000 2.495 0.267 0.108 Pass (HP) 63.218 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.6L s ) 68.966 #4 18.000 24. 000 2.495 0.267 0.108 Pass 69.116 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.7L s ) 80.460 #4 18.000 24. 000 2.495 0.267 0.108 Pass 80.760 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.8L s ) 91.954 #4 18.000 24. 000 2.495 0.267 0.108 Pass 92.404 #4 18.000 24.000 2.495 0.267 0.108 Pass (0.9L s ) 103.448 #4 18.000 24 .000 2.495 0.267 0.108 Pass 104.048 #4 18.000 24 .000 2.495 0.267 0.108 Pass 104.689 #4 18.000 24 .000 2.495 0.267 0.108 Pass (1.5H) 107.651 #4 12.000 12. 000 2.495 0.400 0.108 Pass (H) 109.901 #4 12.000 12 .000 2.495 0.400 0.108 Pass (CS) 110.088 #4 12.000 12 .000 2.495 0.400 0.108 Pass 111.193 #4 12.000 12 .000 2.495 0.400 0.108 Pass (PSXFR) 112.693 #4 12.000 12 .000 2.495 0.400 0.108 Pass (FoS) 114.401 #4 12.000 12.000 2.495 0.400 0.108 Pass (Bar Develop.) 114.693 #4 12.000 12.000 2.495 0.400 0.108 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.0L s ) 114.943 #4 12.000 12 .000 2.495 0.400 0.108 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 2 Girder B February 16, 2015 7:27:33 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder B does not match Girder Library entry Tx54 Depressing (54+20) Long. Reinforcement data for Span 2, Girder B does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder B Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 32 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 19.633 in Eccentricity @ End 11.758 in Prestressing Strands Depressed NO. (# of Harped Strands) 6 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 4.100 KSI Minimum 28 day compressive strength f' c 5.000 KSI Optional Design Design Load Compressive Stress (Top CL) 3.461 KSI Design Load Tensile Stress (Bottom CL) -3.388 KSI Required minimum ultimate moment capacity 6634.01 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.54750 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.69990 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.32340 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.943 ft Girder Length 116.443 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Left Girder Spacing Start of Span 6.400 ft Right Girder Spacing Start of Span 6.400 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Left Girder Spacing End of Span 6.400 ft Right Girder Spacing End of Span 6.400 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 2 Girder G February 16, 2015 7:27:45 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder G does not match Girder Library entry Tx54 Depressing (54+20) Long. Reinforcement data for Span 2, Girder G does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder G Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 32 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 19.633 in Eccentricity @ End 11.758 in Prestressing Strands Depressed NO. (# of Harped Strands) 6 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 4.100 KSI Minimum 28 day compressive strength f' c 5.100 KSI Optional Design Design Load Compressive Stress (Top CL) 3.531 KSI Design Load Tensile Stress (Bottom CL) -3.403 KSI Required minimum ultimate moment capacity 6706.53 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.58260 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.74330 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.34110 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.948 ft Girder Length 116.448 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Left Girder Spacing Start of Span 7.000 ft Right Girder Spacing Start of Span 7.000 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Left Girder Spacing End of Span 7.000 ft Right Girder Spacing End of Span 7.000 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is uniform along entire girder length. Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Connection Geometry at Abutment 3 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) Total Slab Weight 0 .700 Load Type w (kip/ft) Overlay Weight 7.000 0.000 Load Type W trib (ft) w (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 2 Girder G Design Camber 2.970 in 0.248 ft Deflection (Prestressing) 4.947 in 0.412 ft Deflection (Girder) -3.024 in -0.252 ft Deflection (Slab and Diaphragms) -2.229 in -0.186 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.229 in 0.186 ft Excess Camber (Based on Design Camber) 0.741 in 0.062 ft Live Load Deflection (HL93 - Per Lane) -2.317 in -0.193 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.545 in -0.045 ft Effective Prestress a t Mid-Sp an At Jacking 1406.16 0.000 202.500 Before Prestress Transfer 1392.41 1.980 200.520 After Prestress Transfer 1280.84 18.047 184.453 At Lifting 1280.84 18.047 184.453 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 5 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.486 KSI Allowable tensile stress = 0.2400  f' ci = 0.486 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -2.665 KSI f' ci required to satisfy this stress check = 4.079 KSI At Shipping 1280.84 18.047 184.453 After Deck Placement 1078.95 47.122 155.378 After Superimposed Dead Loads 1078.95 47.122 155.378 Final 10 78. 95 47.122 1 55. 378 Final with Live Load 1078.95 47.122 155.378 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.750 -0. 005 -0.688 -0.045 0.035 -0.050 -0 .653 - - Pass (-) Pass (4.08) (Bar Develop.) 1.000 -0.005 -0.919 -0.060 0 .046 -0.065 -0.872 - - Pas s (-) Pass (3.05) (Bar Develop.) 1.250 -0.004 -1.150 -0.075 0 .058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (PSXFR) 3.000 0.024 -2.788 -0.177 0.136 -0.153 -2.651 - - Pas s (-) Pass (1.01) (H) 4.500 0.053 -2.81 2 -0.262 0.202 -0.209 -2.610 - - Pas s (-) Pass (1.02) 5.792 0 .078 -2.832 -0.3 33 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (0.1L g ) 11.645 0.193 -2.925 -0.634 0.489 -0.441 -2. 436 - - Pass (-) Pass (1.09) 12.245 0.204 -2.935 -0.663 0 .511 -0.459 -2.424 - - Pa ss (-) Pass (1.10) (0.2L g ) 23.290 0.422 -3.109 -1.127 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 23.740 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.3L g ) 34.934 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 35.234 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.4L g ) 46.579 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 6 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.542 KSI Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 3.822 KSI (-) (1.24) 46.729 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (HP) 52.477 0.991 -3.538 -1.744 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) (0.5L g ) 58.224 0.991 -3.539 -1.762 1.358 -0.771 -2. 181 - - Pass (-) Pass (1.22) (HP) 63.971 0.991 -3.538 -1.744 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) 69.719 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (0.6L g ) 69.869 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass (-) Pass (1.24) 81.214 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.7L g ) 81.514 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 92.708 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.8L g ) 93.158 0.422 -3.109 -1.127 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 104.203 0.204 -2.935 -0.663 0.511 -0.459 -2 .424 - - Pass (-) Pass (1.10) (0.9L g ) 104.803 0.193 -2.925 -0 .634 0.489 -0.441 -2.436 - - Pass (-) Pass (1.09) 110.656 0.078 -2.832 -0.333 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (H) 111.948 0. 053 -2.812 -0.262 0 .202 -0.209 -2.610 - - Pas s (-) Pass (1.02) (PSXFR) 113.448 0. 024 -2.788 -0.177 0.136 -0.153 -2. 651 - - Pass (-) Pass (1.01) (Bar Develop.) 115.198 -0.004 -1.150 -0 .075 0.058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (Bar Develop.) 115.448 -0.005 -0.919 -0 .060 0.046 -0.065 -0.872 - - Pas s (-) Pass (3.05) 115.698 -0.005 -0.688 -0.045 0 .035 -0.050 -0.653 - - Pa ss (-) Pass (4.08) (1.0L g ) 116.448 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 7 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pass (-) Pass (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pass (-) Pass (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pass (-) Pass (3.46) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pass (-) Pass (1.48) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pass (-) Pass (1.62) 10.895 0.158 -2.394 -1.073 0 .828 -0.916 -1.567 Pass (-) Pass (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (-) Pass (1.99) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 34.184 0.546 -2.759 -2.614 2 .015 -2.068 -0.743 Pass (-) Pass (1.48) (0.3L s ) 34.484 0.551 -2.763 -2.627 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 45.829 0.739 -2.912 -2.999 2 .312 -2.260 -0.600 Pass (-) Pass (1.35) (0.4L s ) 45.979 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) (HP) 51.727 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pass (-) Pass (1.35) (0.5L s ) 57.474 0.835 -2.981 -3.128 2.411 -2.293 -0. 570 Pass (-) Pass (1.33) (HP) 63.221 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pass (-) Pass (1.35) (0.6L s ) 68.969 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) 69.119 0.739 -2.912 -2.999 2 .312 -2.260 -0.600 Pass (-) Pass (1.35) (0.7L s ) 80.464 0.551 -2.763 -2.627 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 80.764 0.546 -2.759 -2.614 2 .015 -2.068 -0.743 Pass (-) Pass (1.48) (0.8L s ) 91.958 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 92.408 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.9L s ) 103.453 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (-) Pass (1.99) 104.053 0.158 -2.394 -1.073 0.828 -0.916 -1 .567 Pass (-) Pass (1.95) (H) 109.906 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pass (-) Pass (1.62) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.295 KSI f' c required to satisfy this stress check = 5.096 KSI 111.198 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (PSXFR) 112.698 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (-) Pass (1.48) (Bar Develop.) 114.448 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (-) Pass (3.46) (Bar Develop.) 114.698 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (-) Pass (4.25) (1.0L s ) 114.948 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (-) Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (4.14) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pas s (3.19) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pas s (2.59) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pas s (1.11) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (1.16) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pas s (1.21) 10.895 0.158 -2.394 -1.073 0 .828 -0.916 -1.567 Pa ss (1.46) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (1.49) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 34.184 0.546 -2.759 -2.614 2 .015 -2.068 -0.743 Pa ss (1.11) (0.3L s ) 34.484 0.551 -2.763 -2.627 2.026 -2.077 -0. 738 Pass (1.11) 45.829 0.739 -2.912 -2.999 2 .312 -2.260 -0.600 Pa ss (1.02) (0.4L s ) 45.979 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) (HP) 51.727 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pas s (1.01) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 4.494 KSI (0.5L s ) 57.474 0.835 -2.981 -3.128 2.411 -2.293 -0. 570 Pass (1.00) (HP) 63.221 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pas s (1.01) (0.6L s ) 68.969 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) 69.119 0.739 -2.912 -2.999 2 .312 -2.260 -0.600 Pa ss (1.02) (0.7L s ) 80.464 0.551 -2.763 -2.627 2.026 -2.077 -0. 738 Pass (1.11) 80.764 0.546 -2.759 -2.614 2 .015 -2.068 -0.743 Pa ss (1.11) (0.8L s ) 91.958 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 92.408 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.9L s ) 103.453 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (1.49) 104.053 0.158 -2.394 -1.073 0.828 -0.916 -1 .567 Pass (1.46) (H) 109.906 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pas s (1.21) 111.198 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (1.16) (PSXFR) 112.698 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (1.11) (Bar Develop.) 114.448 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (2.59) (Bar Develop.) 114.698 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (3.19) (1.0L s ) 114.948 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (4.14) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.031 0 .021 -0.035 -0.720 Pas s (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.061 0 .042 -0.065 -0.885 Pas s (3.46) (PSXFR) 2.250 0.019 -2.254 -0.272 0.185 -0.253 -2.068 Pas s Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (H) 5.042 Yes Yes 254.40 3 27.79 Pass (1.29) (1.5H) 7.292 Yes Yes 245.83 322.40 Pass (1.31) 10.895 Yes Yes 232.18 314.96 Pass (1.36) (0.1L s ) 11.495 Yes Yes 229.91 313.83 Pa ss (1.36) 12.253 Yes Yes 227.05 254.48 Pass (1.12) 22.540 Yes Yes 188.69 240.78 Pass (1.28) (0.2L s ) 22.990 Yes Yes 187.03 240.50 Pa ss (1.29) 34.184 Yes Yes 146.19 229.04 Pass (1.57) (0.3L s ) 34.484 Yes Yes 145.11 227.53 Pa ss (1.57) 45.829 Yes Yes 104.67 203.00 Pass (1.94) (0.4L s ) 45.979 Yes Yes 104.14 202.96 Pa ss (1.95) (HP) 51.727 Yes Yes 84.01 2 06.20 Pass (2.45) (0.5L s ) 57.474 Yes Yes 64 .13 192.98 Pass (3.01) (HP) 63.221 Yes Yes 84.01 2 06.20 Pass (2.45) (0.6L s ) 68.969 Yes Yes 104.14 202.96 Pa ss (1.95) 69.119 Yes Yes 104.67 203.00 Pass (1.94) (0.7L s ) 80.464 Yes Yes 145.11 227.53 Pa ss (1.57) 80.764 Yes Yes 146.19 229.04 Pass (1.57) (0.8L s ) 91.958 Yes Yes 187.03 240.50 Pa ss (1.29) 92.408 Yes Yes 188.69 240.78 Pass (1.28) 102.695 Yes Yes 227.05 254.48 Pass (1.12) (0.9L s ) 103.453 Yes Yes 229.91 313.83 Pass (1.36) 104.053 Yes Yes 232.18 314.96 Pass (1.36) (1.5H) 107.656 Yes Yes 245.83 322.40 Pass (1.31) (H) 109.906 Yes Yes 254.40 327.79 Pass (1.29) (CS) 110.036 Yes Yes 254.90 328.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (CS) 4.912 12.000 2 4.000 Pass 0.400 N/A N/A 54.547 131.094 Pass (2.40) (H) 5.042 12.000 2 4.000 Pass 0.400 N/A N/A 54.441 131.094 Pass (2.41) (1.5H) 7.292 12.000 24 .000 Pass 0.400 N/A N/A 52.606 131.094 Pass (2.49) 10.895 12.000 24.000 Pass 0.400 N/A N/A 49.684 131.094 Pass (2.64) (0.1L s ) 11.495 12.000 24.000 Pa ss 0.400 N/A N/A 49.200 131.094 Pass (2.66) 12.253 18.000 24.000 Pass 0.267 N/A N/A 48.588 123.894 Pass (2.55) 22.540 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) (0.2L s ) 22.990 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 34.184 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.3L s ) 34.484 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 45.829 18.000 24.000 Pass 0.267 N/A N/A 22.398 123.894 Pass (5.53) (0.4L s ) 45.979 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) (HP) 51.727 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.5L s ) 57.474 18.000 24.000 Pa ss 0.267 N/A N/A 13.723 123.894 Pass (9.03) (HP) 63.221 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.6L s ) 68.969 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) 69.119 18.000 24.000 Pass 0.267 N/A N/A 22.398 123.894 Pass (5.53) (0.7L s ) 80.464 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 80.764 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.8L s ) 91.958 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 92.408 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) 102.695 18.000 24.000 Pa ss 0.267 N/A N/A 48.588 123.894 Pass (2.55) (0.9L s ) 103.453 12.000 24 .000 Pass 0.400 N/A N/A 49.200 131.094 Pass Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (2.66) 104.053 12.000 24.000 Pa ss 0.400 N/A N/A 49.684 131.094 Pass (2.64) (1.5H) 107.656 12.0 00 24.000 Pass 0.400 N/A N/A 52.606 131.094 Pa ss (2.49) (H) 109.906 12.000 24 .000 Pass 0.400 N/A N/A 54.441 131.094 Pass (2.41) (CS) 110.036 12.000 24 .000 Pass 0.400 N/A N/A 54.547 131.094 Pass (2.40) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 4 15.07 322.16 5.8.3.5-2 Pass (1.29) (PSXFR) 2.250 908.88 322.16 5.8.3 .5-2 Pa ss (2.82) 3.750 1001.46 322.16 5.8.3.5-2 Pass (3.11) (CS) 4.912 1073.30 322.16 5.8.3.5-2 Pass (3.33) (H) 5.042 1081.33 583.93 5.8.3.5-1 Pass (1.85) (1.5H) 7.292 1220.64 674.62 5.8.3.5-1 Pass (1.81) 10.895 1443.98 810.11 5.8.3.5-1 Pass (1.78) (0.1L s ) 11.495 1481.15 831.50 5.8.3.5-1 Pass (1.78) 12.253 1527.94 917.35 5.8.3.5-1 Pass (1.67) 22.540 1898.56 1260.99 5.8.3.5-1 Pass (1.51) (0.2L s ) 22.990 1898.77 1271.10 5.8.3.5-1 Pass (1.49) 34.184 1903.46 1449.47 5.8.3.5-1 Pass (1.31) (0.3L s ) 34.484 1903.58 1452.32 5.8.3.5-1 Pass (1.31) 45.829 1907.93 1508.52 5.8.3.5-1 Pass (1.26) (0.4L s ) 45.979 1907.99 1508.94 5.8.3.5-1 Pass (1.26) (HP) 51.727 1909.92 1 509.54 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.27) (0.5L s ) 57.474 1909.95 1523.88 5.8.3.5-1 Pass (1.25) (HP) 63.221 1909.92 1 509.54 5.8.3.5-1 Pass (1.27) (0.6L s ) 68.969 1907.99 1508.94 5.8.3.5-1 Pass (1.26) 69.119 1907.93 1508.52 5.8.3.5-1 Pass (1.26) (0.7L s ) 80.464 1903.58 1452.32 5.8.3.5-1 Pass (1.31) 80.764 1903.46 1449.47 5.8.3.5-1 Pass (1.31) (0.8L s ) 91.958 1898.77 1271.10 5.8.3.5-1 Pass (1.49) 92.408 1898.56 1260.99 5.8.3.5-1 Pass (1.51) 102.695 1 527.94 917.35 5.8.3.5-1 Pass (1.67) (0.9L s ) 1 03.453 1481.15 831.50 5.8.3.5-1 Pass (1.78) 104.053 1 443.98 810.11 5.8.3.5-1 Pass (1.78) (1.5H) 107.656 1220.64 674.62 5.8.3.5-1 Pass (1.81) (H) 109.906 1 081.33 583.93 5.8.3.5-1 Pass (1.85) (CS) 110.036 1 073.30 322.16 5.8.3.5-2 Pass (3.33) 111.198 1 001.46 322.16 5.8.3.5-2 Pass (3.11) (PSXFR) 112.698 9 08.88 322.16 5.8.3.5-2 Pass (2.82) (FoS) 114.406 415.07 322.16 5.8.3 .5-2 Pass (1.29) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 0.250 #4 12.000 12 .000 2.495 0.400 0.100 Pass (Bar Develop.) 0.500 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 0.542 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 2.250 #4 12.000 12.000 2.495 0.400 0.100 Pass 3.750 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (CS) 4.912 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (H) 5.042 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.5H) 7.292 #4 12.000 12 .000 2.495 0.400 0.100 Pass 10.895 #4 12.000 24.000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.1L s ) 11.495 #4 12.000 24. 000 2.495 0.400 0.100 Pass 12.253 #4 18.000 24.000 2.495 0.267 0.100 Pass 22.540 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.2L s ) 22.990 #4 18.000 24. 000 2.495 0.267 0.100 Pass 34.184 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.3L s ) 34.484 #4 18.000 24. 000 2.495 0.267 0.100 Pass 45.829 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.4L s ) 45.979 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 51.727 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.5L s ) 57.474 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 63.221 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.6L s ) 68.969 #4 18.000 24. 000 2.495 0.267 0.100 Pass 69.119 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.7L s ) 80.464 #4 18.000 24. 000 2.495 0.267 0.100 Pass 80.764 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.8L s ) 91.958 #4 18.000 24. 000 2.495 0.267 0.100 Pass 92.408 #4 18.000 24.000 2.495 0.267 0.100 Pass 102.695 #4 18.000 24 .000 2.495 0.267 0.100 Pass (0.9L s ) 103.453 #4 12.000 24 .000 2.495 0.400 0.100 Pass 104.053 #4 12.000 24 .000 2.495 0.400 0.100 Pass (1.5H) 107.656 #4 12.000 12. 000 2.495 0.400 0.100 Pass (H) 109.906 #4 12.000 12 .000 2.495 0.400 0.100 Pass (CS) 110.036 #4 12.000 12 .000 2.495 0.400 0.100 Pass 111.198 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 112.698 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 114.406 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.448 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.698 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.0L s ) 114.948 #4 12.000 12 .000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 2 Girder H February 16, 2015 7:27:47 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder H does not match Girder Library entry Tx54 Depressing (54+20) Long. Reinforcement data for Span 2, Girder H does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder H Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 32 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 19.633 in Eccentricity @ End 11.758 in Prestressing Strands Depressed NO. (# of Harped Strands) 6 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 4.100 KSI Minimum 28 day compressive strength f' c 5.100 KSI Optional Design Design Load Compressive Stress (Top CL) 3.531 KSI Design Load Tensile Stress (Bottom CL) -3.403 KSI Required minimum ultimate moment capacity 6706.61 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.58260 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.74330 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.34110 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.949 ft Girder Length 116.449 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Left Girder Spacing Start of Span 7.000 ft Right Girder Spacing Start of Span 7.000 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Left Girder Spacing End of Span 7.000 ft Right Girder Spacing End of Span 7.000 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is uniform along entire girder length. Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Connection Geometry at Abutment 3 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) Total Slab Weight 0 .700 Load Type w (kip/ft) Overlay Weight 7.000 0.000 Load Type W trib (ft) w (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 2 Girder H Design Camber 2.970 in 0.248 ft Deflection (Prestressing) 4.948 in 0.412 ft Deflection (Girder) -3.024 in -0.252 ft Deflection (Slab and Diaphragms) -2.229 in -0.186 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.229 in 0.186 ft Excess Camber (Based on Design Camber) 0.741 in 0.062 ft Live Load Deflection (HL93 - Per Lane) -2.317 in -0.193 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.545 in -0.045 ft Effective Prestress a t Mid-Sp an At Jacking 1406.16 0.000 202.500 Before Prestress Transfer 1392.41 1.980 200.520 After Prestress Transfer 1280.84 18.047 184.453 At Lifting 1280.84 18.047 184.453 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 5 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.429 KSI f' c required to satisfy this stress check = 4.917 KSI (4.25) (1.0L s ) 114.949 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.554 0.000 -0.554 Pass (-) (Bar Develop.) 0.250 -0.740 0.030 -0.711 Pa ss (-) (Bar Develop.) 0.500 -0.927 0.060 -0.868 Pa ss (-) (PSXFR) 2.250 -2.254 0.264 -1.989 Pass (-) 3.750 -2.278 0.435 -1.843 Pa ss (-) (H) 5.042 -2 .299 0.578 -1.721 Pa ss (-) 10.895 -2.394 1.180 -1.214 Pass (-) (0.1L s ) 11.495 -2.404 1.238 -1.166 Pa ss (-) 22.540 -2.582 2.163 -0.419 Pass (-) (0.2L s ) 22.990 -2.589 2.195 -0.394 Pa ss (-) 34.185 -2.759 2.857 0.098 Pass (4.37) (0.3L s ) 34.485 -2.763 2.871 0.108 Pass (3.97) 45.829 -2.912 3.272 0.359 Pass (1.19) (0.4L s ) 45.979 -2.914 3.275 0.361 Pass (1.19) (HP) 51.727 -2.977 3.374 0.397 Pass (1.08) (0.5L s ) 57.474 -2.981 3.403 0.421 Pass (1.02) (HP) 63.222 -2.977 3.374 0.397 Pass (1.08) (0.6L s ) 68.969 -2.914 3.275 0.361 Pass (1.19) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 12 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.040 KSI f' c required to satisfy this stress check = 3.320 KSI 69.119 -2.912 3.272 0.359 Pass (1.19) (0.7L s ) 80.464 -2.763 2.871 0.108 Pass (3.97) 80.764 -2.759 2.857 0.098 Pass (4.37) (0.8L s ) 91.959 -2.589 2.195 -0.394 Pa ss (-) 92.409 -2.582 2.163 -0.419 Pass (-) (0.9L s ) 103.454 -2.404 1.238 -1.166 Pass (-) 104.054 -2.394 1.180 -1.214 Pass (-) (H) 109.907 -2.299 0.578 -1.721 Pa ss (-) 111.199 -2.278 0.435 -1.843 Pass (-) (PSXFR) 112.699 -2.254 0.264 -1.989 Pass (-) (Bar Develop.) 114.449 -0.927 0.060 -0.868 Pass (-) (Bar Develop.) 114.699 -0.740 0.030 -0.711 Pass (-) (1.0L s ) 114.949 -0.554 0.000 -0.554 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.002 -0.277 Pas s (7.36) (Bar Develop.) 0.250 -0.004 -0.740 -0.015 0 .010 -0.017 -0.360 Pas s (5.67) (Bar Develop.) 0.500 -0.004 -0.927 -0.031 0 .021 -0.032 -0.443 Pas s (4.61) (PSXFR) 2.250 0.019 -2.254 -0.136 0.093 -0.126 -1.034 Pas s (1.97) 3.750 0 .043 -2.278 -0.2 23 0.152 -0.202 -0 .987 Pass (2.07) (H) 5.042 0.063 -2.29 9 -0.297 0.202 -0.265 -0.947 Pas s (2.15) 10.895 0.158 -2.394 -0.606 0 .414 -0.527 -0.783 Pa ss Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city (2.60) (0.1L s ) 11.495 0.167 -2.404 -0.636 0.434 -0.552 -0. 768 Pass (2.66) 22.540 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.2L s ) 22.990 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 34.185 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.3L s ) 34.485 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 45.829 0.739 -2.912 -1.681 1 .156 -1.312 -0.300 Pa ss (1.55) (0.4L s ) 45.979 0.742 -2.914 -1.683 1.158 -1.312 -0. 300 Pass (1.55) (HP) 51.727 0.834 -2.977 -1.732 1 .194 -1.316 -0.295 Pas s (1.55) (0.5L s ) 57.474 0.835 -2.981 -1.746 1.206 -1.328 -0. 285 Pass (1.54) (HP) 63.222 0.834 -2.977 -1.732 1 .194 -1.316 -0.295 Pas s (1.55) (0.6L s ) 68.969 0.742 -2.914 -1.683 1.158 -1.312 -0. 300 Pass (1.55) 69.119 0.739 -2.912 -1.681 1 .156 -1.312 -0.300 Pa ss (1.55) (0.7L s ) 80.464 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 80.764 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.8L s ) 91.959 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 92.409 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.9L s ) 103.454 0 .167 -2.404 -0.636 0.434 -0.552 -0 .768 Pass (2.66) 104.054 0.158 -2.394 -0.606 0.414 -0.527 -0 .783 Pass (2.60) (H) 109.907 0. 063 -2.299 -0.297 0 .202 -0.265 -0.947 Pas s (2.15) 111.199 0.043 -2.278 -0.223 0.152 -0.202 -0 .987 Pass (2.07) (PSXFR) 112.699 0. 019 -2.254 -0.136 0.093 -0.126 -1. 034 Pass (1.97) (Bar Develop.) 114.449 -0.004 -0.927 -0 .031 0.021 -0.032 -0.443 Pass (4.61) (Bar Develop.) 114.699 -0.004 -0.740 -0 .015 0.010 -0.017 -0.360 Pass (5.67) (1.0L s ) 114.949 -0.004 -0.554 0.0 00 0.000 -0.002 -0 .277 Pass (7.36) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 11 23.89 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.250 59.53 1495.44 79.18 Pas s (10+) Pass (10+) (Bar Develop.) 0.500 118.79 18 65.45 158.00 Pass (10+) Pass (10+) (FoS) 0.542 128.65 19 26.97 171.10 Pass (10+) Pass (10+) (PSXFR) 2.250 526.13 4408.21 699.75 Pas s (6.30) Pass (8.38) 3.375 781.05 4763.72 1038.80 Pass (4.59) Pass (6.10) 3.750 864.82 4881.84 1150.21 Pass (4.24) Pass (5.64) (CS) 4.912 11 20.52 5246.06 1490.29 Pass (3.52) Pass (4.68) (H) 5.042 1148.73 5286.68 1527.81 Pass (3.46) Pass (4.60) 6.750 1513.23 5820.94 2012.60 Pass (2.89) Pass (3.85) (1.5H) 7.292 1626.19 5 990.32 2162.83 Pass (2.77) Pass (3.68) 10.895 2345.56 7117.93 31 19.60 Pass (2.28) Pass (3.03) (0.1L s ) 11.495 2459.94 73 05.69 3271.72 Pass (2.23) Pass (2.97) 12.253 2602.31 7542.19 34 61.07 Pass (2.18) Pass (2.90) 22.540 4289.53 7865.98 51 49.59 Pass (1.53) Pass (1.83) (0.2L s ) 22.990 4352.98 78 76.66 5149.60 Pass (1.53) Pass (1.81) 34.185 5651.71 8144.95 51 89.75 Pass (1.57) Pass (1.44) (0.3L s ) 34.485 5679.11 81 52.21 5191.78 Pass (1.57) Pass (1.44) 45.829 6461.87 8429.82 52 98.13 Pass (1.59) Pass (1.30) (0.4L s ) 45.979 6468.72 84 33.53 5299.87 Pass (1.59) Pass (1.30) (HP) 51.727 6658.53 85 75.62 53 71.52 Pass (1.60) Pass (1.29) 51.732 6658.63 8575.62 53 71.51 Pass (1.60) Pass (1.29) (0.5L s ) 57.474 6706.61 85 75.74 5366.23 Pass (1.60) Pass (1.28) 63.217 6658.63 8575.62 53 71.51 Pass (1.60) Pass (1.29) (HP) 63.222 6658.53 85 75.62 53 71.52 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (1.60) (1.29) (0.6L s ) 68.969 6468.72 84 33.53 5299.87 Pass (1.59) Pass (1.30) 69.119 6461.87 8429.82 52 98.13 Pass (1.59) Pass (1.30) (0.7L s ) 80.464 5679.11 81 52.21 5191.78 Pass (1.57) Pass (1.44) 80.764 5651.71 8144.95 51 89.75 Pass (1.57) Pass (1.44) (0.8L s ) 91.959 4352.98 78 76.66 5149.60 Pass (1.53) Pass (1.81) 92.409 4289.53 7865.98 51 49.59 Pass (1.53) Pass (1.83) 102.695 2602.31 7542.19 34 61.07 Pass (2.18) Pass (2.90) (0.9L s ) 103.454 24 59.94 7305.69 3271.72 Pass (2.23) Pass (2.97) 104.054 2345.56 7117.93 31 19.60 Pass (2.28) Pass (3.03) (1.5H) 107.657 1626.19 59 90.32 21 62.83 Pas s (2.77) Pass (3.68) 108.199 1513.23 5820.94 20 12.60 Pass (2.89) Pass (3.85) (H) 109.907 1148.73 5 286.68 1527.81 Pass (3.46) Pass (4.60) (CS) 110.037 1120.52 5 246.06 1490.29 Pass (3.52) Pass (4.68) 111.199 864.82 4881.84 1150.21 Pass (4.24) Pass (5.64) 111.574 781.05 4763.72 1038.80 Pass (4.59) Pass (6.10) (PSXFR) 112.699 526.13 44 08.21 699.75 Pass (6.30) Pass (8.38) (FoS) 114.407 128.65 1926.97 171.10 Pas s (10+) Pass (10+) (Bar Develop.) 114.449 118.79 1865.45 158.00 Pas s (10+) Pass (10+) (Bar Develop.) 114.699 59.53 1495.44 79.18 Pass (10+) Pass (10+) (1.0L s ) 114.949 0.00 1123.89 0.00 Pas s (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.912 Yes Yes 254.90 3 28.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (H) 5.042 Yes Yes 254.41 3 27.79 Pass (1.29) (1.5H) 7.292 Yes Yes 245.83 322.40 Pass (1.31) 10.895 Yes Yes 232.18 314.96 Pass (1.36) (0.1L s ) 11.495 Yes Yes 229.91 313.83 Pa ss (1.36) 12.253 Yes Yes 227.05 254.48 Pass (1.12) 22.540 Yes Yes 188.69 240.77 Pass (1.28) (0.2L s ) 22.990 Yes Yes 187.03 240.50 Pa ss (1.29) 34.185 Yes Yes 146.19 229.03 Pass (1.57) (0.3L s ) 34.485 Yes Yes 145.11 227.52 Pa ss (1.57) 45.829 Yes Yes 104.67 202.99 Pass (1.94) (0.4L s ) 45.979 Yes Yes 104.14 202.96 Pa ss (1.95) (HP) 51.727 Yes Yes 84.01 2 06.19 Pass (2.45) (0.5L s ) 57.474 Yes Yes 64 .13 192.98 Pass (3.01) (HP) 63.222 Yes Yes 84.01 2 06.19 Pass (2.45) (0.6L s ) 68.969 Yes Yes 104.14 202.96 Pa ss (1.95) 69.119 Yes Yes 104.67 202.99 Pass (1.94) (0.7L s ) 80.464 Yes Yes 145.11 227.52 Pa ss (1.57) 80.764 Yes Yes 146.19 229.03 Pass (1.57) (0.8L s ) 91.959 Yes Yes 187.03 240.50 Pa ss (1.29) 92.409 Yes Yes 188.69 240.77 Pass (1.28) 102.695 Yes Yes 227.05 254.48 Pass (1.12) (0.9L s ) 103.454 Yes Yes 229.91 313.83 Pass (1.36) 104.054 Yes Yes 232.18 314.96 Pass (1.36) (1.5H) 107.657 Yes Yes 245.83 322.40 Pass (1.31) (H) 109.907 Yes Yes 254.41 327.79 Pass (1.29) (CS) 110.037 Yes Yes 254.90 328.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (CS) 4.912 12.000 2 4.000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) (H) 5.042 12.000 2 4.000 Pass 0.400 N/A N/A 54.441 131.094 Pass (2.41) (1.5H) 7.292 12.000 24 .000 Pass 0.400 N/A N/A 52.607 131.094 Pass (2.49) 10.895 12.000 24.000 Pass 0.400 N/A N/A 49.685 131.094 Pass (2.64) (0.1L s ) 11.495 12.000 24.000 Pa ss 0.400 N/A N/A 49.200 131.094 Pass (2.66) 12.253 18.000 24.000 Pass 0.267 N/A N/A 48.588 123.894 Pass (2.55) 22.540 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) (0.2L s ) 22.990 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 34.185 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.3L s ) 34.485 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 45.829 18.000 24.000 Pass 0.267 N/A N/A 22.398 123.894 Pass (5.53) (0.4L s ) 45.979 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) (HP) 51.727 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.5L s ) 57.474 18.000 24.000 Pa ss 0.267 N/A N/A 13.723 123.894 Pass (9.03) (HP) 63.222 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.6L s ) 68.969 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) 69.119 18.000 24.000 Pass 0.267 N/A N/A 22.398 123.894 Pass (5.53) (0.7L s ) 80.464 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 80.764 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.8L s ) 91.959 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 92.409 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) 102.695 18.000 24.000 Pa ss 0.267 N/A N/A 48.588 123.894 Pass (2.55) (0.9L s ) 103.454 12.000 24 .000 Pass 0.400 N/A N/A 49.200 131.094 Pass Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (2.66) 104.054 12.000 24.000 Pa ss 0.400 N/A N/A 49.685 131.094 Pass (2.64) (1.5H) 107.657 12.0 00 24.000 Pass 0.400 N/A N/A 52.607 131.094 Pa ss (2.49) (H) 109.907 12.000 24 .000 Pass 0.400 N/A N/A 54.441 131.094 Pass (2.41) (CS) 110.037 12.000 24 .000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 4 15.07 322.16 5.8.3.5-2 Pass (1.29) (PSXFR) 2.250 908.88 322.16 5.8.3 .5-2 Pa ss (2.82) 3.750 1001.46 322.16 5.8.3.5-2 Pass (3.11) (CS) 4.912 1073.30 322.16 5.8.3.5-2 Pass (3.33) (H) 5.042 1081.33 583.93 5.8.3.5-1 Pass (1.85) (1.5H) 7.292 1220.64 674.63 5.8.3.5-1 Pass (1.81) 10.895 1443.99 810.12 5.8.3.5-1 Pass (1.78) (0.1L s ) 11.495 1481.15 831.51 5.8.3.5-1 Pass (1.78) 12.253 1527.94 917.36 5.8.3.5-1 Pass (1.67) 22.540 1898.56 1261.01 5.8.3.5-1 Pass (1.51) (0.2L s ) 22.990 1898.77 1271.11 5.8.3.5-1 Pass (1.49) 34.185 1903.46 1449.48 5.8.3.5-1 Pass (1.31) (0.3L s ) 34.485 1903.58 1452.34 5.8.3.5-1 Pass (1.31) 45.829 1907.93 1508.54 5.8.3.5-1 Pass (1.26) (0.4L s ) 45.979 1907.99 1508.96 5.8.3.5-1 Pass (1.26) (HP) 51.727 1909.92 1 509.55 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.27) (0.5L s ) 57.474 1909.95 1523.90 5.8.3.5-1 Pass (1.25) (HP) 63.222 1909.92 1 509.55 5.8.3.5-1 Pass (1.27) (0.6L s ) 68.969 1907.99 1508.96 5.8.3.5-1 Pass (1.26) 69.119 1907.93 1508.54 5.8.3.5-1 Pass (1.26) (0.7L s ) 80.464 1903.58 1452.34 5.8.3.5-1 Pass (1.31) 80.764 1903.46 1449.48 5.8.3.5-1 Pass (1.31) (0.8L s ) 91.959 1898.77 1271.11 5.8.3.5-1 Pass (1.49) 92.409 1898.56 1261.01 5.8.3.5-1 Pass (1.51) 102.695 1 527.94 917.36 5.8.3.5-1 Pass (1.67) (0.9L s ) 1 03.454 1481.15 831.51 5.8.3.5-1 Pass (1.78) 104.054 1 443.99 810.12 5.8.3.5-1 Pass (1.78) (1.5H) 107.657 1220.64 674.63 5.8.3.5-1 Pass (1.81) (H) 109.907 1 081.33 583.93 5.8.3.5-1 Pass (1.85) (CS) 110.037 1 073.30 322.16 5.8.3.5-2 Pass (3.33) 111.199 1 001.46 322.16 5.8.3.5-2 Pass (3.11) (PSXFR) 112.699 9 08.88 322.16 5.8.3.5-2 Pass (2.82) (FoS) 114.407 415.07 322.16 5.8.3 .5-2 Pass (1.29) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 0.250 #4 12.000 12 .000 2.495 0.400 0.100 Pass (Bar Develop.) 0.500 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 0.542 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 2.250 #4 12.000 12.000 2.495 0.400 0.100 Pass 3.750 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (CS) 4.912 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (H) 5.042 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.5H) 7.292 #4 12.000 12 .000 2.495 0.400 0.100 Pass 10.895 #4 12.000 24.000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.1L s ) 11.495 #4 12.000 24. 000 2.495 0.400 0.100 Pass 12.253 #4 18.000 24.000 2.495 0.267 0.100 Pass 22.540 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.2L s ) 22.990 #4 18.000 24. 000 2.495 0.267 0.100 Pass 34.185 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.3L s ) 34.485 #4 18.000 24. 000 2.495 0.267 0.100 Pass 45.829 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.4L s ) 45.979 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 51.727 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.5L s ) 57.474 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 63.222 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.6L s ) 68.969 #4 18.000 24. 000 2.495 0.267 0.100 Pass 69.119 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.7L s ) 80.464 #4 18.000 24. 000 2.495 0.267 0.100 Pass 80.764 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.8L s ) 91.959 #4 18.000 24. 000 2.495 0.267 0.100 Pass 92.409 #4 18.000 24.000 2.495 0.267 0.100 Pass 102.695 #4 18.000 24 .000 2.495 0.267 0.100 Pass (0.9L s ) 103.454 #4 12.000 24 .000 2.495 0.400 0.100 Pass 104.054 #4 12.000 24 .000 2.495 0.400 0.100 Pass (1.5H) 107.657 #4 12.000 12. 000 2.495 0.400 0.100 Pass (H) 109.907 #4 12.000 12 .000 2.495 0.400 0.100 Pass (CS) 110.037 #4 12.000 12 .000 2.495 0.400 0.100 Pass 111.199 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 112.699 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 114.407 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.449 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.699 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.0L s ) 114.949 #4 12.000 12 .000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.542 KSI Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 3.822 KSI (-) (1.24) 46.730 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (HP) 52.477 0.991 -3.538 -1.745 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) (0.5L g ) 58.225 0.991 -3.539 -1.762 1.358 -0.771 -2. 181 - - Pass (-) Pass (1.22) (HP) 63.972 0.991 -3.538 -1.745 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) 69.720 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (0.6L g ) 69.870 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass (-) Pass (1.24) 81.215 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.7L g ) 81.515 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 92.710 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.8L g ) 93.160 0.422 -3.109 -1.127 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 104.205 0.204 -2.935 -0.663 0.511 -0.459 -2 .424 - - Pass (-) Pass (1.10) (0.9L g ) 104.805 0.193 -2.925 -0 .634 0.489 -0.442 -2.436 - - Pass (-) Pass (1.09) 110.658 0.078 -2.832 -0.333 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (H) 111.950 0. 053 -2.812 -0.262 0 .202 -0.209 -2.610 - - Pas s (-) Pass (1.02) (PSXFR) 113.450 0. 024 -2.788 -0.177 0.136 -0.153 -2. 651 - - Pass (-) Pass (1.01) (Bar Develop.) 115.200 -0.004 -1.150 -0 .075 0.058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (Bar Develop.) 115.450 -0.005 -0.919 -0 .060 0.046 -0.065 -0.872 - - Pas s (-) Pass (3.05) 115.700 -0.005 -0.688 -0.045 0 .035 -0.050 -0.653 - - Pa ss (-) Pass (4.08) (1.0L g ) 116.450 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 7 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pass (-) Pass (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pass (-) Pass (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pass (-) Pass (3.46) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pass (-) Pass (1.48) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pass (-) Pass (1.62) 10.895 0.158 -2.394 -1.073 0 .828 -0.916 -1.567 Pass (-) Pass (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (-) Pass (1.99) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 34.185 0.546 -2.759 -2.614 2 .016 -2.068 -0.743 Pass (-) Pass (1.48) (0.3L s ) 34.485 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 45.830 0.739 -2.912 -3.000 2 .313 -2.260 -0.600 Pass (-) Pass (1.35) (0.4L s ) 45.980 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) (HP) 51.727 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pass (-) Pass (1.35) (0.5L s ) 57.475 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (-) Pass (1.33) (HP) 63.222 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pass (-) Pass (1.35) (0.6L s ) 68.970 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) 69.120 0.739 -2.912 -3.000 2 .313 -2.260 -0.600 Pass (-) Pass (1.35) (0.7L s ) 80.465 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 80.765 0.546 -2.759 -2.614 2 .016 -2.068 -0.743 Pass (-) Pass (1.48) (0.8L s ) 91.960 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 92.410 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.9L s ) 103.455 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (-) Pass (1.99) 104.055 0.158 -2.394 -1.073 0.828 -0.916 -1 .567 Pass (-) Pass (1.95) (H) 109.908 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pass (-) Pass (1.62) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.295 KSI f' c required to satisfy this stress check = 5.096 KSI 111.200 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (PSXFR) 112.700 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (-) Pass (1.48) (Bar Develop.) 114.450 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (-) Pass (3.46) (Bar Develop.) 114.700 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (-) Pass (4.25) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (-) Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (4.14) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pas s (3.19) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pas s (2.59) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pas s (1.11) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (1.16) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pas s (1.21) 10.895 0.158 -2.394 -1.073 0 .828 -0.916 -1.567 Pa ss (1.46) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (1.49) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 34.185 0.546 -2.759 -2.614 2 .016 -2.068 -0.743 Pa ss (1.11) (0.3L s ) 34.485 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (1.11) 45.830 0.739 -2.912 -3.000 2 .313 -2.260 -0.600 Pa ss (1.02) (0.4L s ) 45.980 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) (HP) 51.727 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pas s (1.01) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 4.494 KSI (0.5L s ) 57.475 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (1.00) (HP) 63.222 0.834 -2.977 -3.097 2 .387 -2.263 -0.590 Pas s (1.01) (0.6L s ) 68.970 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) 69.120 0.739 -2.912 -3.000 2 .313 -2.260 -0.600 Pa ss (1.02) (0.7L s ) 80.465 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (1.11) 80.765 0.546 -2.759 -2.614 2 .016 -2.068 -0.743 Pa ss (1.11) (0.8L s ) 91.960 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 92.410 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.9L s ) 103.455 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (1.49) 104.055 0.158 -2.394 -1.073 0.828 -0.916 -1 .567 Pass (1.46) (H) 109.908 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pas s (1.21) 111.200 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (1.16) (PSXFR) 112.700 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (1.11) (Bar Develop.) 114.450 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (2.59) (Bar Develop.) 114.700 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (3.19) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (4.14) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.031 0 .021 -0.035 -0.720 Pas s (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.061 0 .042 -0.065 -0.885 Pas s (3.46) (PSXFR) 2.250 0.019 -2.254 -0.272 0.185 -0.253 -2.068 Pas s Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.48) 3.750 0 .043 -2.278 -0.4 48 0.304 -0.405 -1 .973 Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.595 0.405 -0.532 -1.894 Pas s (1.62) 10.895 0.158 -2.394 -1.217 0 .828 -1.059 -1.567 Pa ss (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.276 0.868 -1.109 -1. 536 Pass (1.99) 22.540 0.350 -2.582 -2.233 1 .521 -1.883 -1.062 Pa ss (1.62) (0.2L s ) 22.990 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 34.185 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.3L s ) 34.485 0.551 -2.763 -2.971 2.026 -2.420 -0. 738 Pass (1.26) 45.830 0.739 -2.912 -3.390 2 .313 -2.650 -0.600 Pa ss (1.15) (0.4L s ) 45.980 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) (HP) 51.727 0.834 -2.977 -3.498 2 .387 -2.664 -0.590 Pas s (1.15) (0.5L s ) 57.475 0.835 -2.981 -3.531 2.412 -2.696 -0. 570 Pass (1.13) (HP) 63.222 0.834 -2.977 -3.498 2 .387 -2.664 -0.590 Pas s (1.15) (0.6L s ) 68.970 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) 69.120 0.739 -2.912 -3.390 2 .313 -2.650 -0.600 Pa ss (1.15) (0.7L s ) 80.465 0.551 -2.763 -2.971 2.026 -2.420 -0. 738 Pass (1.26) 80.765 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.8L s ) 91.960 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 92.410 0.350 -2.582 -2.233 1 .521 -1.883 -1.062 Pa ss (1.62) (0.9L s ) 103.455 0 .167 -2.404 -1.276 0.868 -1.109 -1 .536 Pass (1.99) 104.055 0.158 -2.394 -1.217 0.828 -1.059 -1 .567 Pass (1.95) (H) 109.908 0. 063 -2.299 -0.595 0 .405 -0.532 -1.894 Pas s (1.62) 111.200 0.043 -2.278 -0.448 0.304 -0.405 -1 .973 Pass (1.55) (PSXFR) 112.700 0. 019 -2.254 -0.272 0.185 -0.253 -2. 068 Pass (1.48) (Bar Develop.) 114.450 -0.004 -0.927 -0 .061 0.042 -0.065 -0.885 Pass (3.46) (Bar Develop.) 114.700 -0.004 -0.740 -0 .031 0.021 -0.035 -0.720 Pass Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.429 KSI f' c required to satisfy this stress check = 4.918 KSI (4.25) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.554 0.000 -0.554 Pass (-) (Bar Develop.) 0.250 -0.740 0.030 -0.711 Pa ss (-) (Bar Develop.) 0.500 -0.927 0.060 -0.868 Pa ss (-) (PSXFR) 2.250 -2.254 0.264 -1.989 Pass (-) 3.750 -2.278 0.435 -1.843 Pa ss (-) (H) 5.042 -2 .299 0.578 -1.721 Pa ss (-) 10.895 -2.394 1.180 -1.214 Pass (-) (0.1L s ) 11.495 -2.404 1.238 -1.166 Pa ss (-) 22.540 -2.582 2.163 -0.419 Pass (-) (0.2L s ) 22.990 -2.589 2.195 -0.394 Pa ss (-) 34.185 -2.759 2.857 0.098 Pass (4.37) (0.3L s ) 34.485 -2.763 2.871 0.108 Pass (3.97) 45.830 -2.912 3.272 0.359 Pass (1.19) (0.4L s ) 45.980 -2.914 3.275 0.361 Pass (1.19) (HP) 51.727 -2.977 3.374 0.397 Pass (1.08) (0.5L s ) 57.475 -2.981 3.403 0.421 Pass (1.02) (HP) 63.222 -2.977 3.374 0.397 Pass (1.08) (0.6L s ) 68.970 -2.914 3.275 0.361 Pass (1.19) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 12 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.040 KSI f' c required to satisfy this stress check = 3.320 KSI 69.120 -2.912 3.272 0.359 Pass (1.19) (0.7L s ) 80.465 -2.763 2.871 0.108 Pass (3.97) 80.765 -2.759 2.857 0.098 Pass (4.37) (0.8L s ) 91.960 -2.589 2.195 -0.394 Pa ss (-) 92.410 -2.582 2.163 -0.419 Pass (-) (0.9L s ) 103.455 -2.404 1.238 -1.166 Pass (-) 104.055 -2.394 1.180 -1.214 Pass (-) (H) 109.908 -2.299 0.578 -1.721 Pa ss (-) 111.200 -2.278 0.435 -1.843 Pass (-) (PSXFR) 112.700 -2.254 0.264 -1.989 Pass (-) (Bar Develop.) 114.450 -0.927 0.060 -0.868 Pass (-) (Bar Develop.) 114.700 -0.740 0.030 -0.711 Pass (-) (1.0L s ) 114.950 -0.554 0.000 -0.554 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.002 -0.277 Pas s (7.36) (Bar Develop.) 0.250 -0.004 -0.740 -0.015 0 .010 -0.017 -0.360 Pas s (5.67) (Bar Develop.) 0.500 -0.004 -0.927 -0.031 0 .021 -0.032 -0.443 Pas s (4.61) (PSXFR) 2.250 0.019 -2.254 -0.136 0.093 -0.126 -1.034 Pas s (1.97) 3.750 0 .043 -2.278 -0.2 23 0.152 -0.202 -0 .987 Pass (2.07) (H) 5.042 0.063 -2.29 9 -0.297 0.202 -0.265 -0.947 Pas s (2.15) 10.895 0.158 -2.394 -0.606 0 .414 -0.527 -0.783 Pa ss Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city (2.60) (0.1L s ) 11.495 0.167 -2.404 -0.636 0.434 -0.552 -0. 768 Pass (2.66) 22.540 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.2L s ) 22.990 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 34.185 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.3L s ) 34.485 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 45.830 0.739 -2.912 -1.681 1 .156 -1.312 -0.300 Pa ss (1.55) (0.4L s ) 45.980 0.742 -2.914 -1.683 1.158 -1.312 -0. 300 Pass (1.55) (HP) 51.727 0.834 -2.977 -1.733 1 .194 -1.316 -0.295 Pas s (1.55) (0.5L s ) 57.475 0.835 -2.981 -1.746 1.206 -1.328 -0. 285 Pass (1.54) (HP) 63.222 0.834 -2.977 -1.733 1 .194 -1.316 -0.295 Pas s (1.55) (0.6L s ) 68.970 0.742 -2.914 -1.683 1.158 -1.312 -0. 300 Pass (1.55) 69.120 0.739 -2.912 -1.681 1 .156 -1.312 -0.300 Pa ss (1.55) (0.7L s ) 80.465 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 80.765 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.8L s ) 91.960 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 92.410 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.9L s ) 103.455 0 .167 -2.404 -0.636 0.434 -0.552 -0 .768 Pass (2.66) 104.055 0.158 -2.394 -0.606 0.414 -0.527 -0 .783 Pass (2.60) (H) 109.908 0. 063 -2.299 -0.297 0 .202 -0.265 -0.947 Pas s (2.15) 111.200 0.043 -2.278 -0.223 0.152 -0.202 -0 .987 Pass (2.07) (PSXFR) 112.700 0. 019 -2.254 -0.136 0.093 -0.126 -1. 034 Pass (1.97) (Bar Develop.) 114.450 -0.004 -0.927 -0 .031 0.021 -0.032 -0.443 Pass (4.61) (Bar Develop.) 114.700 -0.004 -0.740 -0 .015 0.010 -0.017 -0.360 Pass (5.67) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.002 -0 .277 Pass (7.36) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 11 23.89 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.250 59.53 1495.44 79.18 Pas s (10+) Pass (10+) (Bar Develop.) 0.500 118.80 18 65.46 158.00 Pass (10+) Pass (10+) (FoS) 0.542 128.65 19 26.98 171.10 Pass (10+) Pass (10+) (PSXFR) 2.250 526.13 4408.22 699.76 Pas s (6.30) Pass (8.38) 3.375 781.05 4763.73 1038.80 Pass (4.59) Pass (6.10) 3.750 864.82 4881.84 1150.21 Pass (4.24) Pass (5.64) (CS) 4.912 11 20.53 5246.07 1490.30 Pass (3.52) Pass (4.68) (H) 5.042 1148.73 5286.69 1527.82 Pass (3.46) Pass (4.60) 6.750 1513.24 5820.95 2012.61 Pass (2.89) Pass (3.85) (1.5H) 7.292 1626.20 5 990.32 2162.84 Pass (2.77) Pass (3.68) 10.895 2345.59 7117.96 31 19.64 Pass (2.28) Pass (3.03) (0.1L s ) 11.495 2459.97 73 05.72 3271.76 Pass (2.23) Pass (2.97) 12.253 2602.32 7542.20 34 61.09 Pass (2.18) Pass (2.90) 22.540 4289.59 7865.98 51 49.58 Pass (1.53) Pass (1.83) (0.2L s ) 22.990 4353.03 78 76.66 5149.60 Pass (1.53) Pass (1.81) 34.185 5651.78 8144.95 51 89.74 Pass (1.57) Pass (1.44) (0.3L s ) 34.485 5679.19 81 52.21 5191.78 Pass (1.57) Pass (1.44) 45.830 6461.95 8429.82 52 98.12 Pass (1.59) Pass (1.30) (0.4L s ) 45.980 6468.80 84 33.53 5299.86 Pass (1.59) Pass (1.30) (HP) 51.727 6658.61 85 75.62 53 71.52 Pass (1.60) Pass (1.29) 51.732 6658.71 8575.62 53 71.51 Pass (1.60) Pass (1.29) (0.5L s ) 57.475 6706.69 85 75.74 5366.22 Pass (1.60) Pass (1.28) 63.217 6658.71 8575.62 53 71.51 Pass (1.60) Pass (1.29) (HP) 63.222 6658.61 85 75.62 53 71.52 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (1.60) (1.29) (0.6L s ) 68.970 6468.80 84 33.53 5299.86 Pass (1.59) Pass (1.30) 69.120 6461.95 8429.82 52 98.12 Pass (1.59) Pass (1.30) (0.7L s ) 80.465 5679.19 81 52.21 5191.78 Pass (1.57) Pass (1.44) 80.765 5651.78 8144.95 51 89.74 Pass (1.57) Pass (1.44) (0.8L s ) 91.960 4353.03 78 76.66 5149.60 Pass (1.53) Pass (1.81) 92.410 4289.59 7865.98 51 49.58 Pass (1.53) Pass (1.83) 102.696 2602.32 7542.20 34 61.09 Pass (2.18) Pass (2.90) (0.9L s ) 103.455 24 59.97 7305.72 3271.76 Pass (2.23) Pass (2.97) 104.055 2345.59 7117.96 31 19.64 Pass (2.28) Pass (3.03) (1.5H) 107.658 1626.20 59 90.32 21 62.84 Pas s (2.77) Pass (3.68) 108.200 1513.24 5820.95 20 12.61 Pass (2.89) Pass (3.85) (H) 109.908 1148.73 5 286.69 1527.82 Pass (3.46) Pass (4.60) (CS) 110.038 1120.53 5 246.07 1490.30 Pass (3.52) Pass (4.68) 111.200 864.82 4881.84 1150.21 Pass (4.24) Pass (5.64) 111.575 781.05 4763.73 1038.80 Pass (4.59) Pass (6.10) (PSXFR) 112.700 526.13 44 08.22 699.76 Pass (6.30) Pass (8.38) (FoS) 114.408 128.65 1926.98 171.10 Pas s (10+) Pass (10+) (Bar Develop.) 114.450 118.80 1865.46 158.00 Pas s (10+) Pass (10+) (Bar Develop.) 114.700 59.53 1495.44 79.18 Pass (10+) Pass (10+) (1.0L s ) 114.950 0.00 1123.89 0.00 Pas s (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.912 Yes Yes 254.90 3 28.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder J does not match Girder Library entry Tx54 Depressing (54+20) Long. Reinforcement data for Span 2, Girder J does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder J Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 32 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 19.633 in Eccentricity @ End 11.758 in Prestressing Strands Depressed NO. (# of Harped Strands) 6 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 4.100 KSI Minimum 28 day compressive strength f' c 5.100 KSI Optional Design Design Load Compressive Stress (Top CL) 3.531 KSI Design Load Tensile Stress (Bottom CL) -3.403 KSI Required minimum ultimate moment capacity 6706.78 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.58260 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.74330 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.34110 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.950 ft Girder Length 116.450 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Left Girder Spacing Start of Span 7.000 ft Right Girder Spacing Start of Span 7.000 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Left Girder Spacing End of Span 7.000 ft Right Girder Spacing End of Span 7.000 ft Page 3 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is uniform along entire girder length. Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Connection Geometry at Abutment 3 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) Total Slab Weight 0 .700 Load Type w (kip/ft) Overlay Weight 7.000 0.000 Load Type W trib (ft) w (kip/ft) Page 4 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 2 Girder J Design Camber 2.970 in 0.248 ft Deflection (Prestressing) 4.948 in 0.412 ft Deflection (Girder) -3.024 in -0.252 ft Deflection (Slab and Diaphragms) -2.230 in -0.186 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.230 in 0.186 ft Excess Camber (Based on Design Camber) 0.741 in 0.062 ft Live Load Deflection (HL93 - Per Lane) -2.317 in -0.193 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.545 in -0.045 ft Effective Prestress a t Mid-Sp an At Jacking 1406.16 0.000 202.500 Before Prestress Transfer 1392.41 1.980 200.520 After Prestress Transfer 1280.84 18.047 184.453 At Lifting 1280.84 18.047 184.453 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 5 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.486 KSI Allowable tensile stress = 0.2400  f' ci = 0.486 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -2.665 KSI f' ci required to satisfy this stress check = 4.079 KSI At Shipping 1280.84 18.047 184.453 After Deck Placement 1078.95 47.121 155.379 After Superimposed Dead Loads 1078.95 47.121 155.379 Final 10 78. 95 47.121 1 55. 379 Final with Live Load 1078.95 47.121 155.379 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.750 -0. 005 -0.688 -0.045 0.035 -0.050 -0 .653 - - Pass (-) Pass (4.08) (Bar Develop.) 1.000 -0.005 -0.919 -0.060 0 .046 -0.065 -0.872 - - Pas s (-) Pass (3.05) (Bar Develop.) 1.250 -0.004 -1.150 -0.075 0 .058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (PSXFR) 3.000 0.024 -2.788 -0.177 0.136 -0.153 -2.651 - - Pas s (-) Pass (1.01) (H) 4.500 0.053 -2.81 2 -0.262 0.202 -0.209 -2.610 - - Pas s (-) Pass (1.02) 5.792 0 .078 -2.832 -0.3 33 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (0.1L g ) 11.645 0.193 -2.925 -0.634 0.489 -0.442 -2. 436 - - Pass (-) Pass (1.09) 12.245 0.204 -2.935 -0.663 0 .511 -0.459 -2.424 - - Pa ss (-) Pass (1.10) (0.2L g ) 23.290 0.422 -3.109 -1.127 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 23.740 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.3L g ) 34.935 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 35.235 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.4L g ) 46.580 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 6 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Stress Check f or Service I f or Deck a nd Diaphragm Placemen t (Bridge Site 1) [5.9. 4.2.2] For stresses at service limit state after losses for components with bonded prestressing tendons other than piles Allowable tensile stress = 0.2400  f' c = 0.542 KSI Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 3.822 KSI (-) (1.24) 46.730 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (HP) 52.478 0.991 -3.538 -1.745 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) (0.5L g ) 58.225 0.991 -3.539 -1.762 1.358 -0.771 -2. 181 - - Pass (-) Pass (1.22) (HP) 63.973 0.991 -3.538 -1.745 1 .345 -0.754 -2.193 - - Pas s (-) Pass (1.22) 69.720 0.880 -3.459 -1.693 1 .305 -0.813 -2.154 - - Pa ss (-) Pass (1.24) (0.6L g ) 69.870 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass (-) Pass (1.24) 81.215 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.7L g ) 81.515 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 92.710 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.8L g ) 93.160 0.422 -3.109 -1.127 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 104.205 0.204 -2.935 -0.663 0.511 -0.459 -2 .424 - - Pass (-) Pass (1.10) (0.9L g ) 104.805 0.193 -2.925 -0 .634 0.489 -0.442 -2.436 - - Pass (-) Pass (1.09) 110.659 0.078 -2.832 -0.333 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (H) 111.950 0. 053 -2.812 -0.262 0 .202 -0.209 -2.610 - - Pas s (-) Pass (1.02) (PSXFR) 113.450 0. 024 -2.788 -0.177 0.136 -0.153 -2. 651 - - Pass (-) Pass (1.01) (Bar Develop.) 115.200 -0.004 -1.150 -0 .075 0.058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (Bar Develop.) 115.450 -0.005 -0.919 -0 .060 0.046 -0.065 -0.872 - - Pas s (-) Pass (3.05) 115.700 -0.005 -0.688 -0.045 0 .035 -0.050 -0.653 - - Pa ss (-) Pass (4.08) (1.0L g ) 116.450 0.000 0.000 0.000 0 .000 0.000 0 .000 - - Pass (  ) Pass (  ) Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 7 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pass (-) Pass (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pass (-) Pass (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pass (-) Pass (3.46) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pass (-) Pass (1.48) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pass (-) Pass (1.62) 10.895 0.158 -2.394 -1.074 0 .828 -0.916 -1.567 Pass (-) Pass (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (-) Pass (1.99) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 34.185 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pass (-) Pass (1.48) (0.3L s ) 34.485 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 45.830 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pass (-) Pass (1.35) (0.4L s ) 45.980 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) (HP) 51.728 0.834 -2.977 -3.097 2 .387 -2.263 -0.589 Pass (-) Pass (1.35) (0.5L s ) 57.475 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (-) Pass (1.33) (HP) 63.223 0.834 -2.977 -3.097 2 .387 -2.263 -0.589 Pass (-) Pass (1.35) (0.6L s ) 68.970 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) 69.120 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pass (-) Pass (1.35) (0.7L s ) 80.465 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (-) Pass (1.47) 80.765 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pass (-) Pass (1.48) (0.8L s ) 91.960 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 92.410 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.9L s ) 103.455 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (-) Pass (1.99) 104.055 0.158 -2.394 -1.074 0.828 -0.916 -1 .567 Pass (-) Pass (1.95) (H) 109.909 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pass (-) Pass (1.62) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.295 KSI f' c required to satisfy this stress check = 5.096 KSI 111.200 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (PSXFR) 112.700 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (-) Pass (1.48) (Bar Develop.) 114.450 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (-) Pass (3.46) (Bar Develop.) 114.700 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (-) Pass (4.25) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (-) Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (4.14) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pas s (3.19) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pas s (2.59) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pas s (1.11) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (1.16) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pas s (1.21) 10.895 0.158 -2.394 -1.074 0 .828 -0.916 -1.567 Pa ss (1.46) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (1.49) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 34.185 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pa ss (1.11) (0.3L s ) 34.485 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (1.11) 45.830 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pa ss (1.02) (0.4L s ) 45.980 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) (HP) 51.728 0.834 -2.977 -3.097 2 .387 -2.263 -0.589 Pas s (1.01) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 4.494 KSI (0.5L s ) 57.475 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (1.00) (HP) 63.223 0.834 -2.977 -3.097 2 .387 -2.263 -0.589 Pas s (1.01) (0.6L s ) 68.970 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) 69.120 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pa ss (1.02) (0.7L s ) 80.465 0.551 -2.763 -2.628 2.026 -2.077 -0. 738 Pass (1.11) 80.765 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pa ss (1.11) (0.8L s ) 91.960 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 92.410 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.9L s ) 103.455 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (1.49) 104.055 0.158 -2.394 -1.074 0.828 -0.916 -1 .567 Pass (1.46) (H) 109.909 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pas s (1.21) 111.200 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (1.16) (PSXFR) 112.700 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (1.11) (Bar Develop.) 114.450 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (2.59) (Bar Develop.) 114.700 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (3.19) (1.0L s ) 114.950 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (4.14) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.031 0 .021 -0.035 -0.720 Pas s (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.061 0 .042 -0.065 -0.885 Pas s (3.46) (PSXFR) 2.250 0.019 -2.254 -0.272 0.185 -0.253 -2.068 Pas s Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM (1.48) 3.750 0 .043 -2.278 -0.4 48 0.304 -0.405 -1 .973 Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.595 0.405 -0.532 -1.894 Pas s (1.62) 10.895 0.158 -2.394 -1.217 0 .828 -1.059 -1.567 Pa ss (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.276 0.868 -1.109 -1. 536 Pass (1.99) 22.540 0.350 -2.582 -2.233 1 .521 -1.883 -1.062 Pa ss (1.62) (0.2L s ) 22.990 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 34.185 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.3L s ) 34.485 0.551 -2.763 -2.971 2.026 -2.420 -0. 738 Pass (1.26) 45.830 0.739 -2.912 -3.390 2 .313 -2.651 -0.600 Pa ss (1.15) (0.4L s ) 45.980 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) (HP) 51.728 0.834 -2.977 -3.498 2 .387 -2.664 -0.589 Pas s (1.15) (0.5L s ) 57.475 0.835 -2.981 -3.531 2.412 -2.696 -0. 570 Pass (1.13) (HP) 63.223 0.834 -2.977 -3.498 2 .387 -2.664 -0.589 Pas s (1.15) (0.6L s ) 68.970 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) 69.120 0.739 -2.912 -3.390 2 .313 -2.651 -0.600 Pa ss (1.15) (0.7L s ) 80.465 0.551 -2.763 -2.971 2.026 -2.420 -0. 738 Pass (1.26) 80.765 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.8L s ) 91.960 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 92.410 0.350 -2.582 -2.233 1 .521 -1.883 -1.062 Pa ss (1.62) (0.9L s ) 103.455 0 .167 -2.404 -1.276 0.868 -1.109 -1 .536 Pass (1.99) 104.055 0.158 -2.394 -1.217 0.828 -1.059 -1 .567 Pass (1.95) (H) 109.909 0. 063 -2.299 -0.595 0 .405 -0.532 -1.894 Pas s (1.62) 111.200 0.043 -2.278 -0.448 0.304 -0.405 -1 .973 Pass (1.55) (PSXFR) 112.700 0. 019 -2.254 -0.272 0.185 -0.253 -2. 068 Pass (1.48) (Bar Develop.) 114.450 -0.004 -0.927 -0 .061 0.042 -0.065 -0.885 Pass (3.46) (Bar Develop.) 114.700 -0.004 -0.740 -0 .031 0.021 -0.035 -0.720 Pass Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (CS) 4.912 12.000 2 4.000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) (H) 5.042 12.000 2 4.000 Pass 0.400 N/A N/A 54.442 131.094 Pass (2.41) (1.5H) 7.292 12.000 24 .000 Pass 0.400 N/A N/A 52.607 131.094 Pass (2.49) 10.895 12.000 24.000 Pass 0.400 N/A N/A 49.685 131.094 Pass (2.64) (0.1L s ) 11.495 12.000 24.000 Pa ss 0.400 N/A N/A 49.200 131.094 Pass (2.66) 12.253 18.000 24.000 Pass 0.267 N/A N/A 48.589 123.894 Pass (2.55) 22.540 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) (0.2L s ) 22.990 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 34.185 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.3L s ) 34.485 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 45.830 18.000 24.000 Pass 0.267 N/A N/A 22.399 123.894 Pass (5.53) (0.4L s ) 45.980 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) (HP) 51.728 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.5L s ) 57.475 18.000 24.000 Pa ss 0.267 N/A N/A 13.723 123.894 Pass (9.03) (HP) 63.223 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.6L s ) 68.970 18.000 24.000 Pa ss 0.267 N/A N/A 22.285 123.894 Pass (5.56) 69.120 18.000 24.000 Pass 0.267 N/A N/A 22.399 123.894 Pass (5.53) (0.7L s ) 80.465 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 80.765 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.8L s ) 91.960 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 92.410 18.000 24.000 Pass 0.267 N/A N/A 40.379 123.894 Pass (3.07) 102.697 18.000 24.000 Pa ss 0.267 N/A N/A 48.589 123.894 Pass (2.55) (0.9L s ) 103.455 12.000 24 .000 Pass 0.400 N/A N/A 49.200 131.094 Pass Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (2.66) 104.055 12.000 24.000 Pa ss 0.400 N/A N/A 49.685 131.094 Pass (2.64) (1.5H) 107.659 12.0 00 24.000 Pass 0.400 N/A N/A 52.607 131.094 Pa ss (2.49) (H) 109.909 12.000 24 .000 Pass 0.400 N/A N/A 54.442 131.094 Pass (2.41) (CS) 110.039 12.000 24 .000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 4 15.08 322.16 5.8.3.5-2 Pass (1.29) (PSXFR) 2.250 908.89 322.16 5.8.3 .5-2 Pa ss (2.82) 3.750 1001.46 322.16 5.8.3.5-2 Pass (3.11) (CS) 4.912 1073.30 322.16 5.8.3.5-2 Pass (3.33) (H) 5.042 1081.33 583.94 5.8.3.5-1 Pass (1.85) (1.5H) 7.292 1220.65 674.64 5.8.3.5-1 Pass (1.81) 10.895 1444.00 810.14 5.8.3.5-1 Pass (1.78) (0.1L s ) 11.495 1481.16 831.53 5.8.3.5-1 Pass (1.78) 12.253 1527.94 917.37 5.8.3.5-1 Pass (1.67) 22.540 1898.56 1261.04 5.8.3.5-1 Pass (1.51) (0.2L s ) 22.990 1898.77 1271.14 5.8.3.5-1 Pass (1.49) 34.185 1903.46 1449.52 5.8.3.5-1 Pass (1.31) (0.3L s ) 34.485 1903.58 1452.37 5.8.3.5-1 Pass (1.31) 45.830 1907.93 1508.57 5.8.3.5-1 Pass (1.26) (0.4L s ) 45.980 1907.99 1509.00 5.8.3.5-1 Pass (1.26) (HP) 51.728 1909.92 1 509.59 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM (1.27) (0.5L s ) 57.475 1909.95 1523.93 5.8.3.5-1 Pass (1.25) (HP) 63.223 1909.92 1 509.59 5.8.3.5-1 Pass (1.27) (0.6L s ) 68.970 1907.99 1509.00 5.8.3.5-1 Pass (1.26) 69.120 1907.93 1508.57 5.8.3.5-1 Pass (1.26) (0.7L s ) 80.465 1903.58 1452.37 5.8.3.5-1 Pass (1.31) 80.765 1903.46 1449.52 5.8.3.5-1 Pass (1.31) (0.8L s ) 91.960 1898.77 1271.14 5.8.3.5-1 Pass (1.49) 92.410 1898.56 1261.04 5.8.3.5-1 Pass (1.51) 102.697 1 527.94 917.37 5.8.3.5-1 Pass (1.67) (0.9L s ) 1 03.455 1481.16 831.53 5.8.3.5-1 Pass (1.78) 104.055 1 444.00 810.14 5.8.3.5-1 Pass (1.78) (1.5H) 107.659 1220.65 674.64 5.8.3.5-1 Pass (1.81) (H) 109.909 1 081.33 583.94 5.8.3.5-1 Pass (1.85) (CS) 110.039 1 073.30 322.16 5.8.3.5-2 Pass (3.33) 111.200 1 001.46 322.16 5.8.3.5-2 Pass (3.11) (PSXFR) 112.700 9 08.89 322.16 5.8.3.5-2 Pass (2.82) (FoS) 114.409 415.08 322.16 5.8.3 .5-2 Pass (1.29) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 0.250 #4 12.000 12 .000 2.495 0.400 0.100 Pass (Bar Develop.) 0.500 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 0.542 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 2.250 #4 12.000 12.000 2.495 0.400 0.100 Pass 3.750 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (CS) 4.912 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (H) 5.042 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.5H) 7.292 #4 12.000 12 .000 2.495 0.400 0.100 Pass 10.895 #4 12.000 24.000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM (0.1L s ) 11.495 #4 12.000 24. 000 2.495 0.400 0.100 Pass 12.253 #4 18.000 24.000 2.495 0.267 0.100 Pass 22.540 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.2L s ) 22.990 #4 18.000 24. 000 2.495 0.267 0.100 Pass 34.185 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.3L s ) 34.485 #4 18.000 24. 000 2.495 0.267 0.100 Pass 45.830 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.4L s ) 45.980 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 51.728 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.5L s ) 57.475 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 63.223 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.6L s ) 68.970 #4 18.000 24. 000 2.495 0.267 0.100 Pass 69.120 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.7L s ) 80.465 #4 18.000 24. 000 2.495 0.267 0.100 Pass 80.765 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.8L s ) 91.960 #4 18.000 24. 000 2.495 0.267 0.100 Pass 92.410 #4 18.000 24.000 2.495 0.267 0.100 Pass 102.697 #4 18.000 24 .000 2.495 0.267 0.100 Pass (0.9L s ) 103.455 #4 12.000 24 .000 2.495 0.400 0.100 Pass 104.055 #4 12.000 24 .000 2.495 0.400 0.100 Pass (1.5H) 107.659 #4 12.000 12. 000 2.495 0.400 0.100 Pass (H) 109.909 #4 12.000 12 .000 2.495 0.400 0.100 Pass (CS) 110.039 #4 12.000 12 .000 2.495 0.400 0.100 Pass 111.200 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 112.700 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 114.409 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.450 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.700 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.0L s ) 114.950 #4 12.000 12 .000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 TxDOT Summary Report (Long Form) 16/ 02/ 2015 file:///C:/Users/Felix/AppData/Local/Temp/TMP36CC.HTM TxDOT Summ ary Report (Long Form ) For Span 2 Girder K February 16, 2015 7:27:55 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Librar y Usage Master Library Publisher: WSDOT Library and Template Package URL: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_2.8.2/WSDOT.pgz Master Library Date Stamp: September 29, 2014 7:25:39 pm Trans. Reinforcement data for Span 2, Girder K does not match Girder Library entry Tx54 Depressing (54+20) Long. Reinforcement data for Span 2, Girder K does not match Girder Library entry Tx54 Depressing (54+20) Note s Status Items Girders Tx54 Depressing (54+20) Project Library Traffic Barriers T551 Project Library Project Criteria TxDOT 2012 Project Library Load Rating Criteria Default Project Library Library Entry Source L g Length of Girder L s Length of Span FoS Face of Support Debond Point where bond begins for a debonded strand PSXFR Point of prestress transfer CS Critical Section for Shear H H from end of girder or face of support 1.5H 1.5H from end of girder or face of support HP Harp Point Pick Point Support point where girder is lifted from form Bunk Point Point where girder is supported during transportation Symbol Definition Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Info Live Load Distribution Factors were User-Input. Warning The slab overhang exceeds S/2. The overhang is taken to be equal to S/2 for purposes of computing the effective flange width and the effect of structurally continuous barriers has been ignored. (LRFD 4.6.2.6.1) Level Description Page 2 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Specificatio n Check Sum mary The Specification Check was Successful WARNING: Screed Camber is greater than the lower bound camber at time of deck casting. The girder may end up with a sag. Girder Summ ary NOTE: Stresses show in the above table reflect the following sign convention: Compressive Stress is positive. Tensile Stress is negative TxDOT G irder Schedul e Span 2 Girder K Girder Type Tx54 Depressing (54+20) Prestressing Strands Total NO. (N h + N s ) 32 Size 0.600 in Dia. Strength Grade 270 Low Relaxation Eccentricity @ CL 19.633 in Eccentricity @ End 11.758 in Prestressing Strands Depressed NO. (# of Harped Strands) 6 Y b of Topmost Depressed Strand(s) @ End 48.500 in Concrete Release Strength f' ci 4.100 KSI Minimum 28 day compressive strength f' c 5.100 KSI Optional Design Design Load Compressive Stress (Top CL) 3.531 KSI Design Load Tensile Stress (Bottom CL) -3.403 KSI Required minimum ultimate moment capacity 6706.86 kip-ft Live Load Distribution Factor for Moment (Strength and Service Limit States) 0.58260 Live Load Distribution Factor for Shear (Strength and Service Limit States) 0.74330 Live Load Distribution Factor for Moment (Fatigue Limit States) 0.34110 Girder Li ne Geome try Girder Type Tx54 Depressing (54+20) Span Length, CL Bearing to CL Bearing 114.951 ft Girder Length 116.451 ft Number of Girders 18 Girder Spacing Datum Start of Span Measured normal to alignment at pier line Left Girder Spacing Start of Span 7.000 ft Right Girder Spacing Start of Span 7.000 ft Girder Spacing Datum End of Span Measured normal to alignment at abutment line Left Girder Spacing End of Span 7.000 ft Right Girder Spacing End of Span 7.000 ft Page 3 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Loading Deta ils Unifor m Loads Ap plied A long the E ntire Girder Distr ibution of U niform Ba rrier, Sidew alk, and P edestrian Loads to Gi rder Slab Load Applie d Betwe en Bearings Slab Load is uniform along entire girder length. Over lay Overlay load is uniform along entire girder length. Overlay load is distributed using tributary width. Live Load De tails Slab Thickness for Design 8.000 in Slab Thickness for Construction 8.000 in Slab Offset at Start ("A" Dimension) 8 .000 in Slab Offset at End ("A" Dimension) 8.000 in Overlay 0.000 PSF Left Traffic Barrier T551 Right Traffic Barrier T551 Traffic Barrier Weight (per girder) 0.000 kip/ft Connection Geometry at Pier 2 Bearing Offset: 1.000 ft Measured From Pier Line and Along Girder Centerline End Distance: 0.250 ft Measured From Pier Line and Along Girder Centerline Connection Geometry at Abutment 3 Bearing Offset: 1.000 ft Measured From and Normal to Abutment Line End Distance: 0.250 ft Measured From and Normal to Abutment Line Girder 0.851 Load Type w (kip/ft) Left Ext. Barrier 0.382 0.000 0.000 Right Ext. Barrier 0.382 0.000 0.000 Load Type Total Weight (kip/ft) Fraction to Girder Girder Load (kip/ft) Total Slab Weight 0 .700 Load Type w (kip/ft) Overlay Weight 7.000 0.000 Load Type W trib (ft) w (kip/ft) Page 4 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Live Loads used for Desi gn The following live loads were applied to the design (Service and Strength I) limit states: AASHTO LRFD 3.6.1.2: HL-93 Design Vehicular Live Load Live Loads Used for Fatigue Limit St ates The following live loads were applied to the Fatigue I limit state: AASHTO LRFD 3.6.1.4: Fatigue Vehicular Live Load Live Loads Used for Design Permit Li mit State No live loads were applied to the design permit (Strength II) limit state User Define d Loads Locations are measured from left support. Point loads were not defined for this girder Distributed loads were not defined for this girder Moment loads were not defined for this girder Camber and Deflections Prestress F orce and St rand Stress es Camber and Deflec tion for Span 2 Girder K Design Camber 2.970 in 0.248 ft Deflection (Prestressing) 4.948 in 0.412 ft Deflection (Girder) -3.024 in -0.252 ft Deflection (Slab and Diaphragms) -2.230 in -0.186 ft Deflection (Traffic Barrier) 0.000 in 0.000 ft Deflection (Overlay) 0.000 in 0.000 ft Deflection (User Defined DC) 0.000 in 0.000 ft Deflection (User Defined DW) 0.000 in 0.000 ft Screed Camber, C 2.230 in 0.186 ft Excess Camber (Based on Design Camber) 0.740 in 0.062 ft Live Load Deflection (HL93 - Per Lane) -2.317 in -0.193 ft Optional Live Load Deflection (LRFD 3.6.1.3.2) -0.545 in -0.045 ft Effective Prestress a t Mid-Sp an At Jacking 1406.16 0.000 202.500 Before Prestress Transfer 1392.41 1.980 200.520 After Prestress Transfer 1280.84 18.047 184.453 At Lifting 1280.84 18.047 184.453 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) Page 5 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Chec ks Specification = TxDOT 2012 Stress Check f or Service I f or Casting Yard Stag e (At Release ) [5.9.4.1. 2] For temporary stresses before losses in pretensioned components Allowable tensile stress = 0.2400  f' ci = 0.486 KSI Allowable tensile stress = 0.2400  f' ci = 0.486 KSI if bonded reinforcement sufficient to resist the tensile force in the concrete is provided. Allowable compressive stress = -0.65 f' ci = -2.665 KSI f' ci required to satisfy this stress check = 4.079 KSI At Shipping 1280.84 18.047 184.453 After Deck Placement 1078.96 47.120 155.380 After Superimposed Dead Loads 1078.96 47.120 155.380 Final 10 78. 96 47.120 1 55. 380 Final with Live Load 1078.96 47.120 155.380 Loss Stage Permanent Strand Force (kip) Eff. Loss (KSI) f pe (KSI) (0.0L g ) 0.000 0.000 0.000 0.0 00 0.000 0.000 0.000 - - Pass (  ) Pass (  ) 0.750 -0. 005 -0.688 -0.045 0.035 -0.050 -0 .653 - - Pass (-) Pass (4.08) (Bar Develop.) 1.000 -0.005 -0.919 -0.060 0 .046 -0.065 -0.872 - - Pas s (-) Pass (3.05) (Bar Develop.) 1.250 -0.004 -1.150 -0.075 0 .058 -0.079 -1.092 - - Pas s (-) Pass (2.44) (PSXFR) 3.000 0.024 -2.788 -0.177 0.136 -0.153 -2.651 - - Pas s (-) Pass (1.01) (H) 4.500 0.053 -2.81 2 -0.262 0.202 -0.209 -2.610 - - Pas s (-) Pass (1.02) 5.792 0 .078 -2.832 -0.3 33 0.257 -0.255 -2 .575 - - Pass (-) Pass (1.03) (0.1L g ) 11.645 0.193 -2.925 -0.634 0.489 -0.442 -2. 436 - - Pass (-) Pass (1.09) 12.245 0.204 -2.935 -0.663 0 .511 -0.459 -2.424 - - Pa ss (-) Pass (1.10) (0.2L g ) 23.290 0.422 -3.109 -1.128 0.869 -0.706 -2. 240 - - Pass (-) Pass (1.19) 23.740 0.430 -3.116 -1.144 0 .882 -0.713 -2.234 - - Pa ss (-) Pass (1.19) (0.3L g ) 34.935 0.650 -3.288 -1.480 1.141 -0.829 -2. 147 - - Pass (-) Pass (1.24) 35.235 0.656 -3.292 -1.487 1 .146 -0.831 -2.146 - - Pa ss (-) Pass (1.24) (0.4L g ) 46.581 0.877 -3.457 -1.691 1.304 -0.814 -2. 153 - - Pass Pass Location from End of Girder (ft) Prestress Service I Demand Tensile Capacity Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Top (KSI) Bottom (KSI) Page 6 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.040 KSI f' c required to satisfy this stress check = 3.321 KSI 69.121 -2.912 3.272 0.360 Pass (1.19) (0.7L s ) 80.466 -2.763 2.871 0.108 Pass (3.97) 80.766 -2.759 2.857 0.098 Pass (4.36) (0.8L s ) 91.961 -2.589 2.195 -0.394 Pa ss (-) 92.411 -2.582 2.163 -0.419 Pass (-) (0.9L s ) 103.456 -2.404 1.238 -1.166 Pass (-) 104.056 -2.394 1.180 -1.214 Pass (-) (H) 109.910 -2.299 0.578 -1.721 Pa ss (-) 111.201 -2.278 0.435 -1.843 Pass (-) (PSXFR) 112.701 -2.254 0.264 -1.989 Pass (-) (Bar Develop.) 114.451 -0.927 0.060 -0.868 Pass (-) (Bar Develop.) 114.701 -0.740 0.030 -0.711 Pass (-) (1.0L s ) 114.951 -0.554 0.000 -0.554 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.002 -0.277 Pas s (7.36) (Bar Develop.) 0.250 -0.004 -0.740 -0.015 0 .010 -0.017 -0.360 Pas s (5.67) (Bar Develop.) 0.500 -0.004 -0.927 -0.031 0 .021 -0.032 -0.443 Pas s (4.61) (PSXFR) 2.250 0.019 -2.254 -0.136 0.093 -0.126 -1.034 Pas s (1.97) 3.750 0 .043 -2.278 -0.2 23 0.152 -0.202 -0 .987 Pass (2.07) (H) 5.042 0.063 -2.29 9 -0.297 0.202 -0.265 -0.947 Pas s (2.15) 10.895 0.158 -2.394 -0.606 0 .414 -0.527 -0.783 Pa ss Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Moment Capa city (2.60) (0.1L s ) 11.495 0.167 -2.404 -0.636 0.434 -0.552 -0. 768 Pass (2.66) 22.540 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.2L s ) 22.990 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 34.185 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.3L s ) 34.485 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 45.831 0.739 -2.912 -1.682 1 .156 -1.312 -0.300 Pa ss (1.55) (0.4L s ) 45.981 0.742 -2.914 -1.683 1.158 -1.313 -0. 299 Pass (1.55) (HP) 51.728 0.834 -2.977 -1.733 1 .194 -1.316 -0.295 Pas s (1.55) (0.5L s ) 57.476 0.835 -2.981 -1.746 1.206 -1.328 -0. 285 Pass (1.54) (HP) 63.223 0.834 -2.977 -1.733 1 .194 -1.316 -0.295 Pas s (1.55) (0.6L s ) 68.971 0.742 -2.914 -1.683 1.158 -1.313 -0. 299 Pass (1.55) 69.121 0.739 -2.912 -1.682 1 .156 -1.312 -0.300 Pa ss (1.55) (0.7L s ) 80.466 0.551 -2.763 -1.476 1.013 -1.201 -0. 369 Pass (1.70) 80.766 0.546 -2.759 -1.469 1 .008 -1.196 -0.372 Pa ss (1.71) (0.8L s ) 91.961 0.358 -2.589 -1.127 0.772 -0.948 -0. 523 Pass (2.15) 92.411 0.350 -2.582 -1.110 0 .760 -0.935 -0.531 Pa ss (2.18) (0.9L s ) 103.456 0 .167 -2.404 -0.636 0.434 -0.552 -0 .768 Pass (2.66) 104.056 0.158 -2.394 -0.606 0.414 -0.527 -0 .783 Pass (2.60) (H) 109.910 0. 063 -2.299 -0.297 0 .202 -0.265 -0.947 Pas s (2.15) 111.201 0.043 -2.278 -0.223 0.152 -0.202 -0 .987 Pass (2.07) (PSXFR) 112.701 0. 019 -2.254 -0.136 0.093 -0.126 -1. 034 Pass (1.97) (Bar Develop.) 114.451 -0.004 -0.927 -0 .031 0.021 -0.032 -0.443 Pass (4.61) (Bar Develop.) 114.701 -0.004 -0.740 -0 .015 0.010 -0.017 -0.360 Pass (5.67) (1.0L s ) 114.951 -0.004 -0.554 0.0 00 0.000 -0.002 -0 .277 Pass (7.36) Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 14 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Positive M oment Capacity fo r Strength I Limit Stat e for Final with Liv e Load Stage (Bridge Site 3) [5.7] (0.0L s ) 0.000 0.00 11 23.89 0.00 Pass (  ) Pass (  ) (Bar Develop.) 0.250 59.53 1495.45 79.18 Pas s (10+) Pass (10+) (Bar Develop.) 0.500 118.80 18 65.47 158.00 Pass (10+) Pass (10+) (FoS) 0.542 128.65 19 26.99 171.10 Pass (10+) Pass (10+) (PSXFR) 2.250 526.14 4408.24 699.76 Pas s (6.30) Pass (8.38) 3.375 781.06 4763.74 1038.81 Pass (4.59) Pass (6.10) 3.750 864.83 4881.86 1150.22 Pass (4.24) Pass (5.64) (CS) 4.912 11 20.54 5246.09 1490.31 Pass (3.52) Pass (4.68) (H) 5.042 1148.75 5286.70 1527.83 Pass (3.46) Pass (4.60) 6.750 1513.25 5820.96 2012.63 Pass (2.89) Pass (3.85) (1.5H) 7.292 1626.21 5 990.34 2162.87 Pass (2.77) Pass (3.68) 10.895 2345.65 7118.02 31 19.72 Pass (2.28) Pass (3.03) (0.1L s ) 11.495 2460.03 73 05.78 3271.84 Pass (2.23) Pass (2.97) 12.253 2602.35 7542.20 34 61.13 Pass (2.18) Pass (2.90) 22.540 4289.69 7865.98 51 49.56 Pass (1.53) Pass (1.83) (0.2L s ) 22.990 4353.14 78 76.66 5149.58 Pass (1.53) Pass (1.81) 34.185 5651.92 8144.95 51 89.73 Pass (1.57) Pass (1.44) (0.3L s ) 34.485 5679.33 81 52.21 5191.76 Pass (1.57) Pass (1.44) 45.831 6462.11 8429.82 52 98.11 Pass (1.59) Pass (1.30) (0.4L s ) 45.981 6468.96 84 33.53 5299.85 Pass (1.59) Pass (1.30) (HP) 51.728 6658.78 85 75.62 53 71.50 Pass (1.60) Pass (1.29) 51.733 6658.88 8575.62 53 71.49 Pass (1.60) Pass (1.29) (0.5L s ) 57.476 6706.86 85 75.74 5366.20 Pass (1.60) Pass (1.28) 63.218 6658.88 8575.62 53 71.49 Pass (1.60) Pass (1.29) (HP) 63.223 6658.78 85 75.62 53 71.50 Pass Pass Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Page 15 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Shear (1.60) (1.29) (0.6L s ) 68.971 6468.96 84 33.53 5299.85 Pass (1.59) Pass (1.30) 69.121 6462.11 8429.82 52 98.11 Pass (1.59) Pass (1.30) (0.7L s ) 80.466 5679.33 81 52.21 5191.76 Pass (1.57) Pass (1.44) 80.766 5651.92 8144.95 51 89.73 Pass (1.57) Pass (1.44) (0.8L s ) 91.961 4353.14 78 76.66 5149.58 Pass (1.53) Pass (1.81) 92.411 4289.69 7865.98 51 49.56 Pass (1.53) Pass (1.83) 102.698 2602.35 7542.20 34 61.13 Pass (2.18) Pass (2.90) (0.9L s ) 103.456 24 60.03 7305.78 3271.84 Pass (2.23) Pass (2.97) 104.056 2345.65 7118.02 31 19.72 Pass (2.28) Pass (3.03) (1.5H) 107.660 1626.21 59 90.34 21 62.87 Pas s (2.77) Pass (3.68) 108.201 1513.25 5820.96 20 12.63 Pass (2.89) Pass (3.85) (H) 109.910 1148.75 5 286.70 1527.83 Pass (3.46) Pass (4.60) (CS) 110.039 1120.54 5 246.09 1490.31 Pass (3.52) Pass (4.68) 111.201 864.83 4881.86 1150.22 Pass (4.24) Pass (5.64) 111.576 781.06 4763.74 1038.81 Pass (4.59) Pass (6.10) (PSXFR) 112.701 526.14 44 08.24 699.76 Pass (6.30) Pass (8.38) (FoS) 114.410 128.65 1926.99 171.10 Pas s (10+) Pass (10+) (Bar Develop.) 114.451 118.80 1865.47 158.00 Pas s (10+) Pass (10+) (Bar Develop.) 114.701 59.53 1495.45 79.18 Pass (10+) Pass (10+) (1.0L s ) 114.951 0.00 1123.89 0.00 Pas s (  ) Pass (  ) Location from Left Support (ft) M u (kip-ft)     M n (kip-ft)     M n Min (kip-ft) Status     M n Min         M n (     M n /     M n Min) M u         M n (     M n /M u ) Ultimate Shears for Strength I Limit State for Bridge Si te Stage 3 [5.8] (CS) 4.912 Yes Yes 254.90 3 28.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 16 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (H) 5.042 Yes Yes 254.41 3 27.78 Pass (1.29) (1.5H) 7.292 Yes Yes 245.83 322.40 Pass (1.31) 10.895 Yes Yes 232.18 314.96 Pass (1.36) (0.1L s ) 11.495 Yes Yes 229.92 313.82 Pa ss (1.36) 12.253 Yes Yes 227.06 254.48 Pass (1.12) 22.540 Yes Yes 188.69 240.77 Pass (1.28) (0.2L s ) 22.990 Yes Yes 187.03 240.50 Pa ss (1.29) 34.185 Yes Yes 146.19 229.01 Pass (1.57) (0.3L s ) 34.485 Yes Yes 145.11 227.50 Pa ss (1.57) 45.831 Yes Yes 104.67 202.98 Pass (1.94) (0.4L s ) 45.981 Yes Yes 104.14 202.94 Pa ss (1.95) (HP) 51.728 Yes Yes 84.02 2 06.18 Pass (2.45) (0.5L s ) 57.476 Yes Yes 64 .13 192.96 Pass (3.01) (HP) 63.223 Yes Yes 84.02 2 06.18 Pass (2.45) (0.6L s ) 68.971 Yes Yes 104.14 202.94 Pa ss (1.95) 69.121 Yes Yes 104.67 202.98 Pass (1.94) (0.7L s ) 80.466 Yes Yes 145.11 227.50 Pa ss (1.57) 80.766 Yes Yes 146.19 229.01 Pass (1.57) (0.8L s ) 91.961 Yes Yes 187.03 240.50 Pa ss (1.29) 92.411 Yes Yes 188.69 240.77 Pass (1.28) 102.698 Yes Yes 227.06 254.48 Pass (1.12) (0.9L s ) 103.456 Yes Yes 229.92 313.82 Pass (1.36) 104.056 Yes Yes 232.18 314.96 Pass (1.36) (1.5H) 107.660 Yes Yes 245.83 322.40 Pass (1.31) (H) 109.910 Yes Yes 254.41 327.78 Pass (1.29) (CS) 110.039 Yes Yes 254.90 328.13 Pass (1.29) Location from Left Support (ft) Stirrups Required Stirrups Provided |V u | (kip)     V n (kip) Status (     V n /V u ) Page 17 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [LRFD 5.8.3.2] The reaction introduces compression into the end of the girder. Load between the CSS and the support is transferred directly to the support by compressive arching action without causing additional stresses in the stirrups. Hence, A v /S in this region must be equal or greater than A v /S at the critical section. Hor izontal Interf ace Shear s/Length fo r Strength I Limit Stat e [5.8.4] (CS) 4.912 12.000 2 4.000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) (H) 5.042 12.000 2 4.000 Pass 0.400 N/A N/A 54.442 131.094 Pass (2.41) (1.5H) 7.292 12.000 24 .000 Pass 0.400 N/A N/A 52.607 131.094 Pass (2.49) 10.895 12.000 24.000 Pass 0.400 N/A N/A 49.685 131.094 Pass (2.64) (0.1L s ) 11.495 12.000 24.000 Pa ss 0.400 N/A N/A 49.201 131.094 Pass (2.66) 12.253 18.000 24.000 Pass 0.267 N/A N/A 48.589 123.894 Pass (2.55) 22.540 18.000 24.000 Pass 0.267 N/A N/A 40.380 123.894 Pass (3.07) (0.2L s ) 22.990 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 34.185 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.3L s ) 34.485 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 45.831 18.000 24.000 Pass 0.267 N/A N/A 22.399 123.894 Pass (5.53) (0.4L s ) 45.981 18.000 24.000 Pa ss 0.267 N/A N/A 22.286 123.894 Pass (5.56) (HP) 51.728 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.5L s ) 57.476 18.000 24.000 Pa ss 0.267 N/A N/A 13.723 123.894 Pass (9.03) (HP) 63.223 18.000 24.000 Pass 0.267 N/A N/A 17.979 123.894 Pa ss (6.89) (0.6L s ) 68.971 18.000 24.000 Pa ss 0.267 N/A N/A 22.286 123.894 Pass (5.56) 69.121 18.000 24.000 Pass 0.267 N/A N/A 22.399 123.894 Pass (5.53) (0.7L s ) 80.466 18.000 24.000 Pa ss 0.267 N/A N/A 31.052 123.894 Pass (3.99) 80.766 18.000 24.000 Pass 0.267 N/A N/A 31.284 123.894 Pass (3.96) (0.8L s ) 91.961 18.000 24.000 Pa ss 0.267 N/A N/A 40.024 123.894 Pass (3.10) 92.411 18.000 24.000 Pass 0.267 N/A N/A 40.380 123.894 Pass (3.07) 102.698 18.000 24.000 Pa ss 0.267 N/A N/A 48.589 123.894 Pass (2.55) (0.9L s ) 103.456 12.000 24 .000 Pass 0.400 N/A N/A 49.201 131.094 Pass Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) Page 18 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Lo ngitudinal Rei nforcemen t for Shear Check - Strength I [5 .8.3.5] (2.66) 104.056 12.000 24.000 Pa ss 0.400 N/A N/A 49.685 131.094 Pass (2.64) (1.5H) 107.660 12.0 00 24.000 Pass 0.400 N/A N/A 52.607 131.094 Pa ss (2.49) (H) 109.910 12.000 24 .000 Pass 0.400 N/A N/A 54.442 131.094 Pass (2.41) (CS) 110.039 12.000 24 .000 Pass 0.400 N/A N/A 54.548 131.094 Pass (2.40) Location from Left Support (ft) 5.8.4.2 5.8.4.4 5.8.4.1 s (in) s max (in) Status a vf (in 2 /ft) a vf min (in 2 /ft) Status |v ui | (kip/ft)     v ni (kip/ft) Status (     v ni /|v ui |) (FoS) 0.542 4 15.08 322.17 5.8.3.5-2 Pass (1.29) (PSXFR) 2.250 908.89 322.17 5.8.3 .5-2 Pa ss (2.82) 3.750 1001.47 322.17 5.8.3.5-2 Pass (3.11) (CS) 4.912 1073.30 322.17 5.8.3.5-2 Pass (3.33) (H) 5.042 1081.33 583.94 5.8.3.5-1 Pass (1.85) (1.5H) 7.292 1220.65 674.64 5.8.3.5-1 Pass (1.81) 10.895 1444.01 810.15 5.8.3.5-1 Pass (1.78) (0.1L s ) 11.495 1481.17 831.53 5.8.3.5-1 Pass (1.78) 12.253 1527.94 917.38 5.8.3.5-1 Pass (1.67) 22.540 1898.56 1261.05 5.8.3.5-1 Pass (1.51) (0.2L s ) 22.990 1898.77 1271.16 5.8.3.5-1 Pass (1.49) 34.185 1903.46 1449.53 5.8.3.5-1 Pass (1.31) (0.3L s ) 34.485 1903.58 1452.39 5.8.3.5-1 Pass (1.31) 45.831 1907.93 1508.59 5.8.3.5-1 Pass (1.26) (0.4L s ) 45.981 1907.99 1509.01 5.8.3.5-1 Pass (1.26) (HP) 51.728 1909.92 1 509.61 5.8.3.5-1 Pass Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Page 19 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.27) (0.5L s ) 57.476 1909.95 1523.95 5.8.3.5-1 Pass (1.25) (HP) 63.223 1909.92 1 509.61 5.8.3.5-1 Pass (1.27) (0.6L s ) 68.971 1907.99 1509.01 5.8.3.5-1 Pass (1.26) 69.121 1907.93 1508.59 5.8.3.5-1 Pass (1.26) (0.7L s ) 80.466 1903.58 1452.39 5.8.3.5-1 Pass (1.31) 80.766 1903.46 1449.53 5.8.3.5-1 Pass (1.31) (0.8L s ) 91.961 1898.77 1271.16 5.8.3.5-1 Pass (1.49) 92.411 1898.56 1261.05 5.8.3.5-1 Pass (1.51) 102.698 1 527.94 917.38 5.8.3.5-1 Pass (1.67) (0.9L s ) 1 03.456 1481.17 831.53 5.8.3.5-1 Pass (1.78) 104.056 1 444.01 810.15 5.8.3.5-1 Pass (1.78) (1.5H) 107.660 1220.65 674.64 5.8.3.5-1 Pass (1.81) (H) 109.910 1 081.33 583.94 5.8.3.5-1 Pass (1.85) (CS) 110.039 1 073.30 322.17 5.8.3.5-2 Pass (3.33) 111.201 1 001.47 322.17 5.8.3.5-2 Pass (3.11) (PSXFR) 112.701 9 08.89 322.17 5.8.3.5-2 Pass (2.82) (FoS) 114.410 415.08 322.17 5.8.3 .5-2 Pass (1.29) Location from Left Support (ft) Capacity (kip) Demand (kip) Equation Status (C/D) Stirrup D etailing Chec k [5.8.2.5, 5.8.2.7, 5. 10.3.1.2] (0.0L s ) 0.000 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 0.250 #4 12.000 12 .000 2.495 0.400 0.100 Pass (Bar Develop.) 0.500 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 0.542 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 2.250 #4 12.000 12.000 2.495 0.400 0.100 Pass 3.750 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (CS) 4.912 #4 12.000 1 2.000 2.495 0.400 0.100 Pass (H) 5.042 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.5H) 7.292 #4 12.000 12 .000 2.495 0.400 0.100 Pass 10.895 #4 12.000 24.000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 20 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.1L s ) 11.495 #4 12.000 24. 000 2.495 0.400 0.100 Pass 12.253 #4 18.000 24.000 2.495 0.267 0.100 Pass 22.540 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.2L s ) 22.990 #4 18.000 24. 000 2.495 0.267 0.100 Pass 34.185 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.3L s ) 34.485 #4 18.000 24. 000 2.495 0.267 0.100 Pass 45.831 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.4L s ) 45.981 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 51.728 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.5L s ) 57.476 #4 18.000 24. 000 2.495 0.267 0.100 Pass (HP) 63.223 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.6L s ) 68.971 #4 18.000 24. 000 2.495 0.267 0.100 Pass 69.121 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.7L s ) 80.466 #4 18.000 24. 000 2.495 0.267 0.100 Pass 80.766 #4 18.000 24.000 2.495 0.267 0.100 Pass (0.8L s ) 91.961 #4 18.000 24. 000 2.495 0.267 0.100 Pass 92.411 #4 18.000 24.000 2.495 0.267 0.100 Pass 102.698 #4 18.000 24 .000 2.495 0.267 0.100 Pass (0.9L s ) 103.456 #4 12.000 24 .000 2.495 0.400 0.100 Pass 104.056 #4 12.000 24 .000 2.495 0.400 0.100 Pass (1.5H) 107.660 #4 12.000 12. 000 2.495 0.400 0.100 Pass (H) 109.910 #4 12.000 12 .000 2.495 0.400 0.100 Pass (CS) 110.039 #4 12.000 12 .000 2.495 0.400 0.100 Pass 111.201 #4 12.000 12 .000 2.495 0.400 0.100 Pass (PSXFR) 112.701 #4 12.000 12 .000 2.495 0.400 0.100 Pass (FoS) 114.410 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.451 #4 12.000 12.000 2.495 0.400 0.100 Pass (Bar Develop.) 114.701 #4 12.000 12.000 2.495 0.400 0.100 Pass (1.0L s ) 114.951 #4 12.000 12 .000 2.495 0.400 0.100 Pass Location from Left Support (ft) Bar Size S (in) S max (in) S min (in) A v /S (in 2 /ft) A v /S min (in 2 /ft) Status Page 21 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 TxDOT Summ ary Report (Long Form ) For Span 2 Girder L February 16, 2015 7:27:57 pm PGSuper     Copyright  2015, WSDOT, All R ights Rese rved Version 2.8.2 - Built on Sep 29 2014 Project Properties Bridge Name Welch Rd Bridge Bridge ID Bridge 46q Company Escola de Camins Canals i Ports de Barcelona Engineer Adria Benages Curell Job Number Comments File E:\Bridge 46.pgs Page 1 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pass (-) Pass (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pass (-) Pass (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pass (-) Pass (3.46) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pass (-) Pass (1.48) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pass (-) Pass (1.62) 10.895 0.158 -2.394 -1.074 0 .828 -0.916 -1.567 Pass (-) Pass (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (-) Pass (1.99) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 34.186 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pass (-) Pass (1.48) (0.3L s ) 34.486 0.551 -2.763 -2.628 2.026 -2.077 -0. 737 Pass (-) Pass (1.47) 45.831 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pass (-) Pass (1.35) (0.4L s ) 45.981 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) (HP) 51.728 0.834 -2.977 -3.097 2 .388 -2.263 -0.589 Pass (-) Pass (1.35) (0.5L s ) 57.476 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (-) Pass (1.33) (HP) 63.224 0.834 -2.977 -3.097 2 .388 -2.263 -0.589 Pass (-) Pass (1.35) (0.6L s ) 68.971 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (-) Pass (1.35) 69.121 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pass (-) Pass (1.35) (0.7L s ) 80.466 0.551 -2.763 -2.628 2.026 -2.077 -0. 737 Pass (-) Pass (1.47) 80.766 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pass (-) Pass (1.48) (0.8L s ) 91.962 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (-) Pass (1.86) 92.412 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pass (-) Pass (1.89) (0.9L s ) 103.457 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (-) Pass (1.99) 104.057 0.158 -2.394 -1.074 0.828 -0.916 -1 .567 Pass (-) Pass (1.95) (H) 109.910 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pass (-) Pass (1.62) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 8 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Service I f or Super imposed Dead Loads ( Bridge Site 2) [5.9.4. 2.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent loads Allowable compressive stress = -0.45 f' c = -2.295 KSI f' c required to satisfy this stress check = 5.096 KSI 111.202 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (-) Pass (1.55) (PSXFR) 112.702 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (-) Pass (1.48) (Bar Develop.) 114.452 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (-) Pass (3.46) (Bar Develop.) 114.702 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (-) Pass (4.25) (1.0L s ) 114.952 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (-) Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Tension Status (C/D) Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (4.14) (Bar Develop.) 0.250 -0.004 -0.740 -0.027 0 .021 -0.031 -0.720 Pas s (3.19) (Bar Develop.) 0.500 -0.004 -0.927 -0.054 0 .042 -0.058 -0.885 Pas s (2.59) (PSXFR) 2.250 0.019 -2.254 -0.240 0.185 -0.221 -2.068 Pas s (1.11) 3.750 0 .043 -2.278 -0.3 95 0.304 -0.352 -1 .973 Pass (1.16) (H) 5.042 0.063 -2.29 9 -0.525 0.405 -0.461 -1.894 Pas s (1.21) 10.895 0.158 -2.394 -1.074 0 .828 -0.916 -1.567 Pa ss (1.46) (0.1L s ) 11.495 0.167 -2.404 -1.126 0.868 -0.959 -1. 536 Pass (1.49) 22.540 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.2L s ) 22.990 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 34.186 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pa ss (1.11) (0.3L s ) 34.486 0.551 -2.763 -2.628 2.026 -2.077 -0. 737 Pass (1.11) 45.831 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pa ss (1.02) (0.4L s ) 45.981 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) (HP) 51.728 0.834 -2.977 -3.097 2 .388 -2.263 -0.589 Pas s (1.01) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 9 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Servi ce I for Final with Live Load (Bri dge Site 3 ) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to permanent and transient loads Allowable compressive stress = -0.6 f' c = -3.060 KSI f' c required to satisfy this stress check = 4.494 KSI (0.5L s ) 57.476 0.835 -2.981 -3.128 2.412 -2.293 -0. 570 Pass (1.00) (HP) 63.224 0.834 -2.977 -3.097 2 .388 -2.263 -0.589 Pas s (1.01) (0.6L s ) 68.971 0.742 -2.914 -3.003 2.315 -2.261 -0. 599 Pass (1.01) 69.121 0.739 -2.912 -3.000 2 .313 -2.261 -0.600 Pa ss (1.02) (0.7L s ) 80.466 0.551 -2.763 -2.628 2.026 -2.077 -0. 737 Pass (1.11) 80.766 0.546 -2.759 -2.614 2 .016 -2.069 -0.743 Pa ss (1.11) (0.8L s ) 91.962 0.358 -2.589 -2.002 1.543 -1.644 -1. 046 Pass (1.40) 92.412 0.350 -2.582 -1.972 1 .521 -1.622 -1.062 Pa ss (1.41) (0.9L s ) 103.457 0 .167 -2.404 -1.126 0.868 -0.959 -1 .536 Pass (1.49) 104.057 0.158 -2.394 -1.074 0.828 -0.916 -1 .567 Pass (1.46) (H) 109.910 0. 063 -2.299 -0.525 0 .405 -0.461 -1.894 Pas s (1.21) 111.202 0.043 -2.278 -0.395 0.304 -0.352 -1 .973 Pass (1.16) (PSXFR) 112.702 0. 019 -2.254 -0.240 0.185 -0.221 -2. 068 Pass (1.11) (Bar Develop.) 114.452 -0.004 -0.927 -0 .054 0.042 -0.058 -0.885 Pass (2.59) (Bar Develop.) 114.702 -0.004 -0.740 -0 .027 0.021 -0.031 -0.720 Pass (3.19) (1.0L s ) 114.952 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (4.14) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.004 -0.554 Pas s (5.52) (Bar Develop.) 0.250 -0.004 -0.740 -0.031 0 .021 -0.035 -0.720 Pas s (4.25) (Bar Develop.) 0.500 -0.004 -0.927 -0.061 0 .042 -0.065 -0.885 Pas s (3.46) (PSXFR) 2.250 0.019 -2.254 -0.272 0.185 -0.253 -2.068 Pas s Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 10 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 (1.48) 3.750 0 .043 -2.278 -0.4 48 0.304 -0.405 -1 .973 Pass (1.55) (H) 5.042 0.063 -2.29 9 -0.595 0.405 -0.532 -1.894 Pas s (1.62) 10.895 0.158 -2.394 -1.217 0 .828 -1.059 -1.567 Pa ss (1.95) (0.1L s ) 11.495 0.167 -2.404 -1.276 0.868 -1.109 -1. 536 Pass (1.99) 22.540 0.350 -2.582 -2.234 1 .521 -1.883 -1.062 Pa ss (1.62) (0.2L s ) 22.990 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 34.186 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.3L s ) 34.486 0.551 -2.763 -2.971 2.026 -2.421 -0. 737 Pass (1.26) 45.831 0.739 -2.912 -3.390 2 .313 -2.651 -0.600 Pa ss (1.15) (0.4L s ) 45.981 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) (HP) 51.728 0.834 -2.977 -3.498 2 .388 -2.665 -0.589 Pas s (1.15) (0.5L s ) 57.476 0.835 -2.981 -3.531 2.412 -2.696 -0. 570 Pass (1.13) (HP) 63.224 0.834 -2.977 -3.498 2 .388 -2.665 -0.589 Pas s (1.15) (0.6L s ) 68.971 0.742 -2.914 -3.393 2.315 -2.652 -0. 599 Pass (1.15) 69.121 0.739 -2.912 -3.390 2 .313 -2.651 -0.600 Pa ss (1.15) (0.7L s ) 80.466 0.551 -2.763 -2.971 2.026 -2.421 -0. 737 Pass (1.26) 80.766 0.546 -2.759 -2.957 2 .016 -2.411 -0.743 Pa ss (1.27) (0.8L s ) 91.962 0.358 -2.589 -2.267 1.543 -1.909 -1. 046 Pass (1.60) 92.412 0.350 -2.582 -2.234 1 .521 -1.883 -1.062 Pa ss (1.62) (0.9L s ) 103.457 0 .167 -2.404 -1.276 0.868 -1.109 -1 .536 Pass (1.99) 104.057 0.158 -2.394 -1.217 0.828 -1.059 -1 .567 Pass (1.95) (H) 109.910 0. 063 -2.299 -0.595 0 .405 -0.532 -1.894 Pas s (1.62) 111.202 0.043 -2.278 -0.448 0.304 -0.405 -1 .973 Pass (1.55) (PSXFR) 112.702 0. 019 -2.254 -0.272 0.185 -0.253 -2. 068 Pass (1.48) (Bar Develop.) 114.452 -0.004 -0.927 -0 .061 0.042 -0.065 -0.885 Pass (3.46) (Bar Develop.) 114.702 -0.004 -0.740 -0 .031 0.021 -0.035 -0.720 Pass Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 11 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Tensile St resses for Service III for Final with Live Loa d (Bridg e Site 3) [5.9 .4.2.2] For stresses at service limit state after losses which involve traffic loading in members with bonded prestressing tendons other than piles Allowable tensile stress in the precompressed tensile zone = 0.1900  f' c = 0.429 KSI f' c required to satisfy this stress check = 4.921 KSI (4.25) (1.0L s ) 114.952 -0.004 -0.554 0.0 00 0.000 -0.004 -0 .554 Pass (5.52) Location from Left Support (ft) Prestress Service I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) (0.0L s ) 0.000 -0.554 0.000 -0.554 Pass (-) (Bar Develop.) 0.250 -0.740 0.030 -0.711 Pa ss (-) (Bar Develop.) 0.500 -0.927 0.060 -0.868 Pa ss (-) (PSXFR) 2.250 -2.254 0.264 -1.989 Pass (-) 3.750 -2.278 0.435 -1.843 Pa ss (-) (H) 5.042 -2 .299 0.578 -1.721 Pa ss (-) 10.895 -2.394 1.180 -1.214 Pass (-) (0.1L s ) 11.495 -2.404 1.238 -1.166 Pa ss (-) 22.540 -2.582 2.163 -0.419 Pass (-) (0.2L s ) 22.990 -2.589 2.195 -0.394 Pa ss (-) 34.186 -2.759 2.857 0.098 Pass (4.36) (0.3L s ) 34.486 -2.763 2.871 0.108 Pass (3.97) 45.831 -2.912 3.272 0.360 Pass (1.19) (0.4L s ) 45.981 -2.914 3.275 0.361 Pass (1.19) (HP) 51.728 -2.977 3.374 0.397 Pass (1.08) (0.5L s ) 57.476 -2.981 3.403 0.421 Pass (1.02) (HP) 63.224 -2.977 3.374 0.397 Pass (1.08) (0.6L s ) 68.971 -2.914 3.275 0.361 Pass (1.19) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) Page 12 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 Stress Check f or Compressi ve Stresses for Fat igue I for Fi nal with Li ve Load (Brid ge Site 3) [5.5 .3.1] For stresses at service limit state after losses in other than segmentally constructed bridges due to the Fatigue I load combination and one-half the sum of effective prestress and permanent loads Allowable compressive stress = -0.4 f' c = -2.040 KSI f' c required to satisfy this stress check = 3.321 KSI 69.121 -2.912 3.272 0.360 Pass (1.19) (0.7L s ) 80.466 -2.763 2.871 0.108 Pass (3.97) 80.766 -2.759 2.857 0.098 Pass (4.36) (0.8L s ) 91.962 -2.589 2.195 -0.394 Pa ss (-) 92.412 -2.582 2.163 -0.419 Pass (-) (0.9L s ) 103.457 -2.404 1.238 -1.166 Pass (-) 104.057 -2.394 1.180 -1.214 Pass (-) (H) 109.910 -2.299 0.578 -1.721 Pa ss (-) 111.202 -2.278 0.435 -1.843 Pass (-) (PSXFR) 112.702 -2.254 0.264 -1.989 Pass (-) (Bar Develop.) 114.452 -0.927 0.060 -0.868 Pass (-) (Bar Develop.) 114.702 -0.740 0.030 -0.711 Pass (-) (1.0L s ) 114.952 -0.554 0.000 -0.554 Pass (-) Location from Left Support (ft) Prestress f b (KSI) Service III f b (KSI) Demand f b (KSI) Tension Status (C/D) (0.0L s ) 0.000 -0.004 -0.554 0.000 0.000 -0.002 -0.277 Pas s (7.36) (Bar Develop.) 0.250 -0.004 -0.740 -0.015 0 .010 -0.017 -0.360 Pas s (5.67) (Bar Develop.) 0.500 -0.004 -0.927 -0.031 0 .021 -0.032 -0.443 Pas s (4.61) (PSXFR) 2.250 0.019 -2.254 -0.136 0.093 -0.126 -1.034 Pas s (1.97) 3.750 0 .043 -2.278 -0.2 23 0.152 -0.202 -0 .987 Pass (2.07) (H) 5.042 0.063 -2.29 9 -0.297 0.202 -0.265 -0.947 Pas s (2.15) 10.895 0.158 -2.394 -0.606 0 .414 -0.527 -0.783 Pa ss Location from Left Support (ft) Prestress Fatigue I Demand Compression Status (C/D) f t (KSI) f b (KSI) f t (KSI) f b (KSI) f t (KSI) f b (KSI) Page 13 of 21 Bridge: Welch Rd Bridge Job: 16/02/2015 [Document text truncated for crawler view.]