Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability (2014)

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APPENDIX C – CONCRETE GIRDER DATABASE C-1

C.1 Database of Existing Bridges Strand Legend: Tendon Types: LR = Low Relaxation SR = Stress Relieved C-2

C.2 Prestressed Concrete I-Beams and Bulb-T’s C-3

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 18067 562 131’-0 ¼” 6 5’-3 ½” 3’-0 ½” 17 112.5 50-0.6” Gr. 270 LR 7.5 6.5 3.0 2.5 3.5 44.51 AL BT-54 Mod Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 50 Number of Harped Strands:20 CG from bottom at Midspan: 8.9” CG from Bottom at Support: 20.0” Debonded Strands: 2 Debonded Length: 60 inches CG from Bottom at 60”: 18.78” Strand Layout at Midspan Strand Layout at 60” from Support Strand Layout at Support Cross-Section C-4

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8891 571 47’-2” 8.5 1@ 7’-10, 12@10’-8” 3’-4” 14 90 14-0.5” Gr. 270 LR 6.0 5.0 4.0 2.0 14.0 19.33 Beam Type 6 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 14 Number of Harped Strands: 2 CG from bottom at Midspan: 2.57” CG from Bottom at Support: 7.71” Strand Layout at Midspan Strand Layout at Support Cross-Section C-5

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8832 570 43’-3⅛” 8.5 10 2’-4” 16 87.5 20-0.5” Gr. 270 LR 8.0 6.0 4.0 2.0 3.0 N/A 36” I Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 Number of Harped Strands: 0 CG from bottom at Midspan: 6.90” Strand Layout at Midspan Cross-Section Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12603 572 37’-8¾” 7.87 5 11’-5¾” 3’-6½” 4 90 14-0.6” Gr. 270 LR 7.25 5.5 4.0 2.0 4.0 N/A AASHTO Type II Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 14 Number of Harped Strands: 0 CG from bottom at Midspan: 8.00” Strand Layout at Midspan Cross-Section Cross-Section C-6

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 10740 575 78’-6½” 6.25 7 3’-10½” 6 90 32-0.5” Gr. 270 LR 6.0 5.4 3.0 3.0 N/A AASHTO Type III Strand Spacing: Horizontal: 2” Vertical: 2” (4” to top pair of strands) # of Strands: 32 Number of Harped Strands: 0 CG from bottom at 48”: 6.60” CG from bottom at 120”: 6.50” CG from bottom at 168”: 6.29” CG from bottom at Midspan: 6.00” @48” from left support @ 120” from left support @ 168” from left support Strand Layout at Midspan Cross-Section C-7

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 10269 0576 78’-0” 6.25 6’-8” 3’-4 ½” 7 90 28-0.5” Gr. 270 LR 6.0 5.0 3.3 3.0 6.0 28.75 AASHTO Type III Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 28 Number of Harped Strands: 6 CG from bottom at Midspan: 5.43” CG from Bottom at Support: 11.86” Strand Layout at Midspan Strand Layout at Support Cross-Section C-8

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5624 0588 59’-4⅜” 9 7’-3” 2’-10” 21 109.9 20-0.5” Gr. 270 LR 6.0 4.5 4.0 2.0 3.0 24.15 Beam Type 4 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 20 Number of Harped Strands: 8 CG from bottom at Midspan: 4.40” CG from Bottom at Support: 18.00” Strand Layout at Midspan Strand Layout at Support Cross-Section C-9

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5794 0589 72’-0” 8.5 5’-10” 2’-9” 6 100.0 20-0.6” Gr. 270 LR 9.0 7.0 4.0 2.0 3.0 29.13 Beam Type 3 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 20 Number of Harped Strands: 6 CG from bottom at Midspan: 4.40” CG from Bottom at Support: 12.80” Strand Layout at Midspan Strand Layout at Support Cross-Section C-10

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9378 0598 101’-10” 9 10’-5” 2’-7½” 5 90 40-0.5” Gr. 270 LR 6.0 5.1 4.0 2.0 2.0 41.17 Wisconsin 70” Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 40 Number of Harped Strands: 2 CG from bottom at Left Support”: 8.13” CG from bottom at 78”: 7.50” CG from bottom at 318”: 5.63” CG from bottom at Midspan: 4.40” @ left support @ 78” from left support @ 318” from left support Strand Layout at Midspan Cross-Section C-11

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5884 0602 90’-0” 8.5 8’-2” 3’-1” 4 110.0 38-0.5” Gr. 270 LR 7.0 5.0 4.0 2.0 4.0 27.28 Beam Type 6 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 38 Number of Harped Strands: 12 CG from bottom at Midspan: 5.26” CG from Bottom at Support: 17.26” Strand Layout at Midspan Strand Layout at Support Cross-Section C-12

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8885 0603 90’-0” 8.5 10’-7” 3’-5½” 4 105.8 36-0.5” Gr. 270 LR 7.0 5.5 4.0 2.5 2.5 36.00 BT-63 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 36 Number of Harped Strands: 6 CG from bottom at Midspan: 4.72” CG from Bottom at Support: 13.39” Strand Layout at Midspan Strand Layout at Support Cross-Section C-13

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8957 0604 98’-0” 8.5 8’-8” 3’-0” 5 90.0 26-0.6” Gr. 270 LR 8.0 6.4 4.0 2.0 4.0 39.67 Beam Type 6 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 26 Number of Harped Strands: 8 CG from bottom at Midspan: 3.85” CG from Bottom at Support: 16.77” Strand Layout at Midspan Strand Layout at Support Cross-Section C-14

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12596 0610 96’-9⅜” 7.875 11’-1⅞” 4’-0 7/16” 4 90 50-0.6” Gr. 270 LR 10.2 7.1 4.0 2.0 2.0 N/A AASHTO Type IV Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 50 Number of Harped Strands: 0 CG from bottom at Left Support to 102.36”: 12.55” CG from bottom at 133.86”: 12.09” CG from bottom at 157.48”: 11.67” CG from bottom at Midspan: 11.36” @ left support @ 102.36” from left support @ 133.86” from left support @ 157.48” from left support Strand Layout at Midspan Cross-Section C-15

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 10803 0611 138’-3” 6.25 6’-0” 3’-4½” 7 90.0 46-0.5” Gr. 270 LR 7.0 6.0 4.0 2.5 3.5 54.75 BT-72 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 46 Number of Harped Strands: 18 CG from bottom at Midspan: 7.63” CG from Bottom at Support: 26.41” Strand Layout at Midspan Strand Layout at Support Cross-Section C-16

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8890 0613 143’-6” 8.5 8’-0” 2’-9” 14 92.8 48-0.6” Gr. 270 LR 8.0 6.0 4.0 2.5 3 57.90 AASHTO Type VI Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 48 Number of Harped Strands: 10 CG from bottom at Midspan: 5.58” CG from Bottom at Support: 17.77” Strand Layout at Midspan Strand Layout at Support Cross-Section C-17

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 10755 0411 52’-6” 6.25 7’-0” 3’-10½” 6 90.0 24-0.5” Gr. 270 SR 6.0 5.0 3.0 3.0 9.0 N/A AASHTO Type II Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 24 Number of Harped Strands: 0 CG from bottom at Midspan: 8.33” CG from Bottom at 60”: 8.82” Strand Layout at Midspan @ 60” from left support Cross-Section C-18

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 3107 0416 49’-6½” 7.6875 5’-9¼” 2’-9 7/16” 6 90.0 12-0.5” Gr. 270 LR 6.1 5.1 3.5 2 N/A 36” I Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 12 Number of Harped Strands: 0 CG from bottom at Midspan: 5.67” Strand Layout at Midspan Cross-Section Cross-Section C-19

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 4827 0418 50’-7” 8.5 7’-2” 3’-0” 5 125.0 18-0.5” Gr. 270 LR 6.0 4.5 4.0 2 3 20.54 Beam Type 2 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 18 Number of Harped Strands: 8 CG from bottom at Midspan: 4.22” CG from bottom at Left Support: 13.56” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-20

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 10599 0476 62’-10” 8.0 6’-9” 3’-3” 4 90 28-0.5” Gr. 270 LR 7.0 6.5 4.0 3.0 13.0 N/A AASHTO Type II Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 28 Number of Harped Strands: 0 CG from bottom at 66.75”: 8.67” CG from bottom at 138.75”: 8.38” CG from bottom at Midspan: 8.0” @ 66.75” from left support @ 138.75” from left support Strand Layout at Midspan Cross-Section C-21

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12589 0478 73’-2 ½” 9.0 8’-9” 3’-0” 5 90 30-0.5” Gr. 270 LR 6.0 4.8 4.0 2.0 4.0 29.58 AASHTO Type IV Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 30 Number of Harped Strands: 8 CG from bottom at Midspan: 4.13” CG from bottom at Left Support: 14.80” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-22

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5840 0489 85’-0” 8.5 9’-0” 3’-4” 5 70.0 30-0.5” Gr. 270 LR 7.5 5.25 4.0 2.0 4.0 34.47 Beam Type 6 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 30 Number of Harped Strands: 10 CG from bottom at Midspan: 4.40” CG from bottom at Left Support: 17.73” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-23

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8330 0491 76’-4 ½” 8.5 8’-8” 3’-0” 5 75.5 28-0.5” Gr. 270 LR 6.0 4.5 4.0 2 4 31.14 Beam Type 6 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 28 Number of Harped Strands: 8 CG from bottom at Midspan: 4.00” CG from bottom at Left Support: 16.00” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-24

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 82 0498 82’-9” 8.75 10’-4” 3’-6” 4 105.0 34-0.5” Gr. 270 LR 5.0 4.8 4.5 2.0 2.0 33.38 MN Type 63 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 34 Number of Harped Strands: 6 CG from bottom at Midspan: 3.88” CG from bottom at Left Support: 13.59” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-25

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 4794 0497 66’-8” 8.5 3@7’-4”, 7@9’-4” 3’-7” 11 90 33-0.5” Gr. 270 LR 10.0 7.0 6.0 2 3 27.92 Beam Type 4 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 33 Number of Harped Strands: 6 CG from bottom at Midspan: 6.48” CG from bottom at Left Support: 10.85” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-26

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12610 0539 108’-6⅜” 8.0 8@7’-1 ½”, 4@6’-11” 3’-2 ½” (L) 3’-0½” (R) 13 90.0 52-0.5” Gr. 270 LR 7.0 5.4 4.0 2.0 4.0 44.85 AASHTO Type IV Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 52 Number of Harped Strands: 14 CG from bottom at Midspan: 5.69” CG from bottom at Left Support: 15.38” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-27

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 11938 0545 116’-6¼” 7 7’ – 3 ¾” 3’-9” 8 117.9 46-0.5” Gr. 270 LR 7.0 6.0 3.0 2.5 2.5 47.64 BT-63 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 46 Number of Harped Strands: 16 CG from bottom at Midspan: 6.85” CG from bottom at Left Support: 21.46” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-28

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 11030 0551 136’-0” 6.25 6’-4 ½” 3’-10½” 9 90.0 50-0.5” Gr. 270 LR 7.0 6.0 3.0 2.5 3.5 48.75 BT-72 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 50 Number of Harped Strands: 16 CG from bottom at Midspan: 8.90” CG from bottom at Left Support: 22.98” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-29

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8889 0549 90’-10¼” 8.5 10’-7” 3’-7” (L) 4’-1” (R) 4 70.6 36-0.5” Gr. 270 LR 7.0 5.5 4.0 2.5 2.5 36.74 BT-63 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 36 Number of Harped Strands: 6 CG from bottom at Midspan: 4.72” CG from bottom at Left Support: 13.39” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-30

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8783 0553 141’-1¾” 8.5 7’-9” 3’-1” 8 96.9 46-0.6” Gr. 270 LR 8.0 6.0 4.0 2.0 2.0 57.78 AASHTO Type VI Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 46 Number of Harped Strands: 8 CG from bottom at Midspan: 4.87” CG from bottom at Left Support: 15.30” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-31

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 15620 0561 119’-9 ¾” 9.4375 5’-4⅛” 3’-3⅜” 11 90 48-0.6” Gr. 270 LR 10.0 8.0 3.0 2.7559 N/A Bulb Tee Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 48 Number of Harped Strands: 0 CG from bottom at 51.57”: 6.51” CG from bottom at 75.20”: 6.35” CG from bottom at Midspan: 6.20” @ 51.57” from Left Support @75.20” from Left Support Strand Layout at Midspan Cross-Section C-32

C.3 Adjacent Precast Box Girders C-33

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12807 0780 84’-0¼” 6.0 3@4’-0½”, 1@3’-6 ½”, 2@3’-0 ½”, 1@3’-6 ½”, 3@4’-0 ½” 2’-4 ½” 11 48.0 34-0.5” Gr. 270 SR 6.0 4.8 3.0 2.0 N/A BIII-48 28-0.5” Gr. 270 SR 2.0 N/A BIII-36 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 34 CG from bottom at Midspan: 6.71” Strand Layout at Midspan Cross-Section – BIII-48 Cross-Section – BIII-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 28 CG from bottom at Midspan: 7.71” Strand Layout at Midspan Cross-Section – BIII-36 Cross-Section – BIII-36 C-34

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 13788 0781 83’-0” 6.0 4’-0½” 2’-5” 9 56.8 32-0.5” Gr. 270 SR 6.0 4.8 3.0 2.0 N/A BIV-48 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 32 CG from bottom at Midspan: 7.25” Strand Layout at Midspan Strand Layout at Left Support Cross-Section C-35

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 15238 0782 73’-9⅞” 5.875 1@3’-6⅜”, 9@4’-0⅜”, 1@3’-6⅜” 1’-11 15/16” 12 90.0 34-0.5” Gr. 270 SR 6.5 5.2 3.0 1.9685 5.118 N/A BII-48 26-0.5” Gr. 270 SR 1.9685 5.118 N/A BII-36 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 34 CG from bottom at 94.49”: 5.78” CG from bottom at Midspan: 4.89” Strand Layout at Midspan @94.49” from Left Support Cross-Section – BII-48 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 26 CG from bottom at 94.49”: 5.94” CG from bottom at Midspan: 5.18” C-36

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 15238 0782 73’-9⅞” 5.875 1@3’-6⅜”, 9@4’-0⅜”, 1@3’-6⅜” 1’-11 15/16” 12 90.0 34-0.5” Gr. 270 SR 6.5 5.2 3.0 1.9685 5.118 N/A BII-48 26-0.5” Gr. 270 SR 1.9685 5.118 N/A BII-36 Strand Layout at Midspan Cross-Section – BII-36 Cross-Section – BII-36 Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9314 0783 83’-8” 6.0 3’-1½” 1’-6” 16 90.0 22-0.6” Gr. 270 LR 5.2 5.0 4.0 2 N/A 27x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 22 CG from bottom at Left Support to 96”: 3.14” CG from bottom at 156”: 2.89” CG from bottom at 240”: 3.00” CG from bottom at Midspan: 3.27” @ left support to 96” from left support @ 156” from left support @ 240” from left support Strand Layout at Midspan Cross-Section (Interior) C-37

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9314 0783 83’-8” 6.0 3’-1½” 1’-6” 16 90.0 22-0.6” Gr. 270 LR 5.2 5.0 4.0 2 N/A 27x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 22 CG from bottom at Left Support to 96”: 3.14” CG from bottom at 156”: 2.89” CG from bottom at 240”: 3.00” CG from bottom at Midspan: 3.27” @ left support to 96” from left support @ 156” from left support @ 240” from left support Strand Layout at Midspan Cross-Section (Exterior) C-38

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17075 0785 107’-0” 6.0 4’-0” 2’-7½” 10 90 44-0.5” Gr. 270 SR 6.0 4.8 3.3 2.0 N/A BIV-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 44 CG from bottom at left support to 138”: 4.74” CG from bottom at Midspan: 4.45” Strand Layout at Midspan Strand Layout at Left Support to 138” Cross-Section C-39

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17175 0786 88’-9” 6.0 1@4’-0”, 1@3’-6”, 2@3’-0”, 1@3’-6”, 1@4’-0” 2’-6” 7 90.0 44-0.5” Gr. 270 SR 6.0 4.8 3.0 2.0 7.0 N/A BII-48 38-0.5” Gr. 270 SR 2 7.0 N/A BII-36 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 44 CG from bottom at Midspan: 7.45” Strand Layout at Midspan – 4’Box Cross-Section – BII 48 Cross-Section – BII 48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 38 CG from bottom at Midspan: 8.32” Strand Layout at Midspan -3’ Interior Box Cross-Section – BII-36 Cross-Section – BII-36 C-40

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 13805 0681 52’-6” 3.5 4’-0 11/16” 2’-0” (L), 1’-11 3/16” (R) 7 75 24-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 3.0 N/A BI-48 Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 24 CG from bottom at Midspan: 5.83” Strand Layout at Midspan Cross-Section Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 14246 0684 52’-0” 6.0 4’-0½” 2’-4¼” 8 90.0 24-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 3.0 N/A BI-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 24 CG from bottom at Midspan: 7.50” Strand Layout at Midspan Cross-Section Cross-Section C-41

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9180 0690 44’-8⅜” 5.875 3’-1 ½” 1’-6” 27 78.6 13-0.6” Gr. 270 LR 5.0 4.0 4.0 1.9685 N/A MDOT 535x915 Strand Spacing: Horizontal: 2” # of Strands: 13 CG from bottom at left support: 1.97” CG from bottom at 98.425”: 1.97” CG from bottom at Midspan: 1.97” Strand Layout at Midspan Strand layout at 59.055” Strand layout at 98.425” Cross-Section C-42

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17042 0693 50’-0⅜” 5.875 1@4’-0”, 4@3’-6”, 1@4’-0” 2’-5 7/16” 7 57.0 24-0.5” Gr. 270 SR 6.0 4.8 3.0 1.9685 N/A 4’ Box 20-0.5” Gr. 270 SR 1.9685 5.118 N/A 3’ Box Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 24 CG from bottom at Midspan: 3.61” Strand Layout at Midspan – 4’Box Cross-Section – 4‘ Box Cross-Section – 4‘ Box Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 20 CG from bottom at Midspan: 4.13” Strand Layout at Midspan -3’ Interior Box Cross-Section – 3‘ Box Cross-Section – 3‘ Box C-43

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9191 0736 72’-6” 6.0 3’-1 11/16” 1’-7 ½” 15 60.0 20-0.5” Gr. 270 LR 5.5 4.0 4.0 2.0 N/A 27x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 CG from bottom at 66.00”: 3.33” CG from bottom at 114”: 3.00” CG from bottom at Midspan: 2.80” @ 66.00” from left support @ 114” from left support Strand Layout at Midspan Cross-Section C-44

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 16799 0737 84’-0” 0.0 4’-0” 2’-1 ½” 5 90.0 38-0.5” Gr. 270 LR 5.0 4.0 3.3 2.0 N/A Strand Spacing: Horizontal: 2.0952” Vertical: 2” # of Strands: 38 CG from bottom at left support: 5.63” CG from bottom at Midspan: 5.05” Interior: Exterior: Strand Layout at Midspan Strand layout at Support to 13.25” Cross-Section C-45

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 14987 0738 73’-0” 6.0 3@4’-0¾”, 1@4’-7¼” 2’-3” (L) 2’-6” (R) 5 99.7 34-0.5” Gr. 270 SR 5.0 4.0 3.3 2.0 8 N/A BIV-48 Strand Spacing: Horizontal: 2” Vertical: 2”, 4” # of Strands: 34 CG from bottom at Midspan: 8.82” Strand Layout at Midspan Cross-Section Cross-Section C-46

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12809 0739 82’-0” 6.0 3@4’-0 ½”,1@ 3’-6 ½”, 2@3’- 0 ½”, 1@3’-6 ½”, 3@4’-0 ½” 2’-4 ¾” 11 90.0 28-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 N/A BII-36 36-0.5” Gr. 270 SR 2.0 N/A BII-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 28 CG from bottom at 72”: 3.33” CG from bottom at 120”: 3.17” CG from bottom at Midspan: 3.14” Strand Layout at 72” from Left Support Strand Layout at 120” from Left Support Strand Layout at Midspan- BII-36 Cross-Section – BII-36 Strand Spacing: Horizontal: 2” Vertical: 2”, 8” # of Strands: 36 CG from bottom at 72”: 3.38” CG from bottom at 144”: 3.33” CG from bottom at Midspan: 3.33” C-47

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12809 0739 82’-0” 6.0 3@4’-0 ½”,1@ 3’-6 ½”, 2@3’- 0 ½”, 1@3’-6 ½”, 3@4’-0 ½” 2’-4 ¾” 11 90.0 28-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 N/A BII-36 36-0.5” Gr. 270 SR 2.0 N/A BII-48 Strand Layout at 72” from Left Support Strand Layout at 144” from Left Support Strand Layout at Midspan - BII-48 Cross-Section – BII-48 Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12952 0741 79’-11 ½” 8.25 1@4’-0½”, 10@3’-6½”, 1@4’-0½” 2’-4” 13 59.8 42-0.5” Gr. 270 LR 6.0 4.8 3.0 2.0 2.0 N/A BIV-48 30-0.5” Gr. 270 LR 2.0 2.0 N/A BIV-36 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 42 CG from bottom at Midspan: 9.24” Strand Layout at Midspan – BIV-48 Cross-Section – BIV-48 Cross-Section – BIV-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 30 CG from bottom at Midspan: 8.67” Strand Layout at Midspan - BIV-36 Cross-Section – BIV-36 Cross-Section – BIV-36 C-48

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17143 0742 70’-0” 6.0 1@4’-0”, 2@3’-6”, 1@4’-0” 2’-6” 5 90 30-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 7.0 N/A BIII-48 26-0.5” Gr. 270 SR 2.0 7.0 N/A BIII-36 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 30 CG from bottom at Midspan: 9.07” Strand Layout at Midspan – 4’Box Cross-Section – BIII-48 Cross-Section – BIII-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 26 CG from bottom at Midspan: 10.15” Strand Layout at Midspan Cross-Section – BIII-36 Cross-Section – BIII-36 C-49

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9181 0743 60’-4⅜” 5.875 3’-1⅝” 1’-7⅛” 15 90.0 21-0.5” Gr. 270 LR 6.5 5.0 4.0 1.9685 N/A MDOT 535x915 Strand Spacing: Horizontal: 2” Vertical: 2.0079” # of Strands: 21 CG from bottom at 36.02”: 3.31” CG from bottom at 72.05”: 2.97” CG from bottom at Midspan: 2.73” @ 36.02” from left support @ 72.05” from left support Strand Layout at Midspan Cross-Section C-50

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9071 0745 83’-7⅝” 5.875 3’-1⅜” 1’-6⅛” 15 120.0 16-0.6” Gr. 270 LR 5.0 3.5 4.0 2.0 N/A MDOT 840x915 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 16 CG from bottom at 157.5”: 2.00” CG from bottom at 248”: 2.00” CG from bottom at Midspan: 2.25” @ 157.5” from left support @ 248.0” from left support Strand Layout at Midspan Cross-Section Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 16 CG from bottom at 157.5”: 2.00” CG from bottom at 248”: 2.25” CG from bottom at Midspan: 2.25” @ 157.5” from left support @ 248.0” from left support Strand Layout at Midspan Cross-Section C-51

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9167 0746 75’-6¾” 5.875 4’-1½” 2’-1⅝” 12 120.0 22-0.6” Gr. 270 LR 5.0 4.0 4.0 1.9685 N/A MDOT 685x1220 Strand Spacing: Horizontal: 1.9685” Vertical: 2.0079” # of Strands: 22 CG from bottom at 63.0”: 3.10” CG from bottom at 118.125”: 3.20” CG from bottom at 185.04”: 3.07” CG from bottom at Midspan: 2.97” @ 63.0” from left support @ 118.11” from left support @ 185.04” from left support Strand Layout at Midspan Cross-Section - Interior C-52

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9167 0746 75’-6¾” 5.875 4’-1½” 2’-1⅝” 12 120.0 22-0.6” Gr. 270 LR 5.0 4.0 4.0 1.9685 N/A MDOT 685x1220 Strand Spacing: Horizontal: 1.9685” Vertical: 2.0079” # of Strands: 22 CG from bottom at 63.0”: 3.10” CG from bottom at 118.11”: 3.20” CG from bottom at 185.04”: 3.07” CG from bottom at Midspan: 2.97” @ 63.0” from left support @ 118.11” from left support @ 185.04” from left support Strand Layout at Midspan Cross-Section - Exterior Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17008 0747 82’-6⅛” 6.25 4’-0” 2’-6” 8 115.0 38-0.5” Gr. 270 SR 7.0 5.6 3.0 1.9685 N/A AASHTO BII- 1220 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 38 CG from bottom at Midspan: 6.11” Strand Layout at Midspan Cross-Section Cross-Section C-53

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5125 0748 66’-0” 5.5 1@3’-6”, 7@4’-0”,1@3’- 6”, 2@3’-0”, 1@3’-6”, 7@4’-0”, 1@3’-6” 1’-6” 22 108.0 24-0.5” Gr. 270 LR 6.0 4.5 4.0 2.0 3.0 N/A 36”x33” Box Girder 26-0.5” Gr. 270 LR 2.0 3.0 48”x33” Box Girder Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 24 CG from bottom at Midspan: 4.92” Strand Layout at Midspan Cross-Section Cross-Section – 36”x33” Box Girder Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 26 CG from bottom at Midspan: 4.77” Strand Layout at Midspan Cross-Section Cross-Section – 48”x33” Box Girder C-54

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 13118 0749 69’-2¾” 5.875 1@3’-7 3/16”, 2@3’-1 3/16”, 1@3’-7 ¼”, 2@4’1 3/16”, 1@3’-7 ¼”, 2@3’-1 3/16”, 1@3’-7 3/16” 2’-3 15/16” 11 60.0 18-0.6” Gr. 270 LR 10.2 8.0 3.0 1.9685 4.9213 N/A AASHTO BI-915 19-0.6” Gr. 270 LR 1.9685 4.9213 N/A AASHTO BI- 1220 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 18 CG from bottom at Midspan: 4.42” Strand Layout at Midspan Cross-Section Cross-Section – AASHTO BI-915 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 19 CG from bottom at Midspan: 4.08” Strand Layout at Midspan Cross-Section Cross-Section – AASHTO BI-1220 C-55

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 5911 0750 59’-5” 5.5 3’-0” 1’-6” 50 125 14-0.5” Gr. 270 LR 5.0 4.0 4.0 1.75 N/A 27x36 Box Strand Spacing: Horizontal: 1.375” Vertical: 1.5” # of Strands: 14 CG from bottom at Midspan: 2.39” Strand Layout at Midspan Cross-Section Cross-Section – 27x36 Box Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 3805 0751 59’-0½” 0.0 3’-0” 1’-6” 14 90.0 15-0.5” Gr. 270 LR 5.0 4.0 3.5 1.75 N/A 27”x36” IDOT Beam Strand Spacing: Horizontal: 1.375”, 3” Vertical: 1.5”, 1.25”, 3” # of Strands: 15 CG from bottom at Midspan: 3.12” Strand Layout at Midspan Cross-Section Cross-Section – 27”x36” IDOT Beam C-56

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 3819 0752 74’-10½” 0.0 3’-0” 1’-6” 11 128.8 18-0.5” Gr. 270 LR 5.0 4.0 3.5 1.75 N/A 33”x36” Box Beam Strand Spacing: Horizontal: 1.375”, 3” Vertical: 1.5”, 2.75”, 3” # of Strands: 18 CG from bottom at Midspan: 3.72” Strand Layout at Midspan Cross-Section Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9240 0763 97’-11” 6.0 3’-1 ½” 1’-6” 25 90.0 28-0.5” Gr. 270 LR 5.5 3.6 4.0 2.0 N/A 33”x36” MDOT Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 28 CG from bottom at Left Support to 132”: 3.75” CG from bottom at 252”: 3.82” CG from bottom at 312”: 3.54” CG from bottom at Midspan: 3.43” C-57

@ left support to 132” from left support @ 252” from left support @ 312” from left support Strand Layout at Midspan Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9103 0764 111’-2⅝” 5.875 4’-1⅝” 2’-1 ½” 16 100.8 25-0.6” Gr. 270 LR 5.0 3.5 4.0 2.0 N/A MDOT 1220x1220 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 25 CG from bottom at left support: 2.78” CG from bottom at Midspan: 3.04” Strand Layout at Midspan Strand layout at Support to 157.48” Cross-Section - Interior C-58

Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 25 CG from bottom at left support: 2.78” CG from bottom at Midspan: 3.04” Strand Layout at Midspan Strand layout at Support to 157.5” Cross-Section - Exterior Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9228 0765 110’-5¼” 5.875 4’-2 13/16” 2’-1 ½” 11 72.2 24-0.6” Gr. 270 LR 6.1 4.6 4.0 1.9685 N/A MDOT 1220x1220 Strand Spacing: Horizontal: 2.0079” Vertical: 1.9685” # of Strands: 24 CG from bottom at left support: 2.33” CG from bottom at Midspan: 2.30” Strand Layout at Midspan Strand layout at Support to 19.685” Cross-Section C-59

C-60

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 14070 0766 115’-0” 0.0 3’-1 3/16” 1’-6” 11 60.0 42-0.5” Gr. 270 LR 7.5 5.5 2.0 4.5 N/A 36”x45” Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 42 CG from bottom at 36”: 8.03” CG from bottom at 72”: 7.50” CG from bottom at Midspan: 7.07” @ 36” from left support @ 72” from left support Strand Layout at Midspan Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 16538 0767 101’-8½” 5.875 4’-0¾” 2’-4” 9 90.0 38-0.5” Gr. 270 LR 7.25 5.1 3.0 1.9685 N/A AASHTO BIV-48 mod Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 38 CG from bottom at Midspan: 2.90” Strand Layout at Midspan Cross-Section Cross-Section C-61

C.4 Spread Precast Box Girders C-62

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9310 0774 51’-11 ⅝” 9.0 5’-11⅝” 2’-2¼” 12 90.0 20-0.6” Gr. 270 LR 6.0 5.5 4.0 2.0 N/A 21x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 CG from bottom at 118.1”: 3.71” CG from bottom at 196.85”: 3.33” CG from bottom at Midspan: 3.40” @ 118.1” from left support @ 196.85” from left support Strand Layout at Midspan Cross-Section C-63

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9384 0622 44’-1 ½” 9.0 6’-7¼” 3’-3⅜” 10 89.4 14-0.6” Gr. 270 LR 6.1 4.6 4.0 2 N/A 21x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 14 CG from bottom at 59.0”: 3.50” CG from bottom at 86.6”: 3.00” CG from bottom at Midspan: 2.86” @ 59.0” from left support @86.6” from left support Strand Layout at Midspan Cross-Section C-64

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9380 0629 32’-1” 9.0 9’-1 3/16” 2’-6’ 10 85.6 12-0.5” Gr. 270 LR 5.0 3.0 4.0 2.0 N/A 21x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 12 CG from bottom at left support: 2.00” CG from bottom at Midspan: 2.00” Strand Layout at Midspan Strand layout at Support to 36.0” Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17338 0675 49’-0” 8.5 8’-0” 4’-0” 4 135 18-0.5” Gr. 270 SR 5.0 4.0 3.0 2.0 N/A AASHTO BII-48 Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 18 CG from bottom at Midspan: 2.00” Strand Layout at Midspan Cross-Section Cross-Section C-65

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9282 0679 36’-3⅝” 9.0 7’-10” 3’-0” (L), 4’-0” (R) 12 67.3 16-0.5” Gr. 270 LR 5.0 4.0 4.0 2 N/A 17”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 16 CG from bottom at left support to 120”: 2.33” CG from bottom at Midspan: 2.50” Strand Layout at Midspan Strand layout at Support to 120.0” Cross-Section C-66

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9192 0686 38’-8” 9.0 3@6’-6 11/16” 5@9’-10” 3’-9 ½” 9 80 18-0.5” Gr. 270 LR 5.5 4.4 4.0 2.0 N/A 21”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 18 CG from bottom at Support to 24”: 3.00” CG from bottom at Midspan: 2.89” Strand Layout at Midspan Strand Layout at Support to 24” Cross-Section – 21”x36” Box Beam C-67

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9286 0695 50’-8” 9.0 8’-0 ½” 3’-2⅛” 6 90 20-0.6” Gr. 270 LR 6.0 5.0 4.0 2.0 2.5 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 CG from bottom at 0.5” from LS: 3.43” CG from bottom at 48” from LS: 6.06” CG from bottom at 140” from LS: 5.61” CG from bottom at Midspan: 7.50” @ 0.5” from left support @ 48” from left support @ 140.0” from left support Strand Layout at Midspan Cross-Section C-68

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9368 0707 71’-3” 9.0 7’-4 ½” 2’-11½” 5 97.4 30-0.5” Gr. 270 LR 6.3 4.9 4.0 2.0 N/A 33”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 30 CG from bottom at 63” from LS: 3.75” CG from bottom at 102” from LS: 3.64” CG from bottom at 147” from LS: 3.38” CG from bottom at Midspan: 3.20” @ 63” from left support @ 102” from left support @ 147.0” from left support Strand Layout at Midspan Cross-Section C-69

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9328 0740 57’-3¼” 9.0 6’-11” 3’-3⅜” 6 90.0 26-0.5” Gr. 270 LR 6.5 5.3 4.0 2 N/A 27x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 26 CG from bottom at 36.0”: 3.20” CG from bottom at 114.0”: 3.33” CG from bottom at Midspan: 3.38” @ 36.0” from left support @ 114.0” from left support Strand Layout at Midspan Cross-Section C-70

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9376 0744 53’-4¼” 9.0 7’-4⅝” 3’-5 5/16” 12 90.0 15-0.6” Gr. 270 LR 7.0 6.2 4.0 2 N/A 27x36 Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 15 CG from bottom at 72.0”: 3.78” CG from bottom at 108.0”: 3.45” CG from bottom at Midspan: 3.07” @ 72.0” from left support @ 108.0” from left support Strand Layout at Midspan Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 3577 0222003 38’-7” 7.5 6’-8⅜” 4’-0 7/16” 4 101.3 27-0.4375” Gr. 248 SR 5.0 4.0 3.5 1.75 N/A 27”x36” IDOT Beam Strand Spacing: Horizontal: 1.375”, 3” Vertical: 1.5”, 1.25”, 3” # of Strands: 27 CG from bottom at Midspan: 3.94” Strand Layout at Midspan Cross-Section Cross-Section C-71

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 3754 0980015 53’-7 ¼” 7.0 1@6’-6”, 7@6’ 2 9/16”, 2@6’-0” 1’-6” 11 151.7 30 (or 28) -0.4375” Gr. 248 SR 5.0 4.0 3.5 1.75 N/A 33x36 IDOT Beam Strand Spacing: Horizontal: 1.375”, 3” Vertical: 1.5”, 2.75”, 3” All girders except far left and two far right: # of Strands: 30 CG from bottom at Midspan: 4.50” Far left and two far right girders: # of Strands: 28 CG from bottom at Midspan: 4.95” Strand Layout at Midspan Cross-Section C-72

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 8875 A8029 38’-0” 8.5 11’-3” 3’-1½” 12 96.4 23-0.5” Gr. 270 LR 8.0 5.0 4.0 1.75 N/A 27x48 Box Beam Strand Spacing: Horizontal: 2.75” Vertical: 1.5”, 2.75”, 3” # of Strands: 23 CG from bottom at Midspan: 2.34” Strand Layout at Midspan Cross-Section Cross-Section C-73

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 12870 2219470 77’-6” 8.5 6’-6” 2’-0” 5 105.0 30-0.5” Gr. 270 SR 6.0 4.8 3.0 2.0 N/A 36x48 Box Beam Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 30 CG from bottom at 120.0”: 4.20” CG from bottom at 144.0”: 3.85” CG from bottom at Midspan: 4.00” @ 120.0” from left support @ 144.0” from left support Strand Layout at Midspan Cross-Section C-74

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 14969 1023430 78’-8⅞” 9.4375 7’-10⅝” 4’-5 5/16” (L), 4’-11 3/16” (R) 7 90.0 48-0.5” Gr. 270 LR 6.5 4.5 3.0 1.9685 N/A AASHTO BIV- 48 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685” # of Strands: 48 CG from bottom at 98.4” from LS: 6.69” CG from bottom at 141.75” from LS: 6.30” CG from bottom at 216.5” from LS: 5.73” CG from bottom at Midspan: 5.58” @ 98.4” from left support @ 141.75” from left support @ 216.5” from left support Strand Layout at Midspan Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 16293 BID_2751 57’-3 ¼” 9.4375 8’-10 5/16” 4’-1⅝” 7 96.0 26-0.6” Gr. 270 LR 10.2 7.1 3.0 2.2441 4.252 N/A 1220x1220 Box Beam Strand Spacing: Horizontal: 1.9685” Vertical: 2” # of Strands: 26 CG from bottom at Midspan: 8.48” C-75

Strand Layout at Midspan Cross-Section Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 16366 2223270 60’-4⅝” 9.4375 6’-7” 4’-0 1/16” 6 102.4 38-0.5” Gr. 270 LR 7.5 6.0 3.0 1.9685 N/A Based on AASHTO BI- 48 Strand Spacing: Horizontal: 1.9685” Vertical: 1.9685”, 3.937”, 1.9685”, 5.9055”, 1.9685” # of Strands: 38 CG from bottom at Midspan: 5.39” Strand Layout at Midspan Cross-Section Cross-Section C-76

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 17240 3300870 51’-6” 8.5 8’-0” 4’-0” 4 90.0 24 (or 26)-0.5” Gr. 270 SR 6.0 4.8 3.0 2.0 N/A AASHTO BII- 48 Strand Spacing: Horizontal: 2.0” Vertical: 2.0” Interior: # of Strands: 24 CG from bottom at Midspan: 3.67” Exterior: # of Strands: 26 CG from bottom at Midspan: 3.23” Strand Layout at Midspan – Interior Girder Strand Layout at Midspan – Exterior Girder Cross-Section C-77

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9090 13113081000S05 3 66’-0½” 9.0 7’-1” 3’-5” 9 68.6 20-0.6” Gr. 270 LR 5.3 5.3 4.0 2.0 N/A MDOT 33” Box Beam (Int) 5.6 5.6 MDOT 33” Box Beam (Ext) Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 Interior: CG from bottom at 60.0” from LS: 3.14” CG from bottom at 84.0” from LS: 3.25” CG from bottom at 174.0” from LS: 3.11” CG from bottom at Midspan: 3.00” Exterior: CG from bottom at 54.0” from LS: 3.14” CG from bottom at 78.0” from LS: 3.25” CG from bottom at 114.0” from LS: 3.11” CG from bottom at Midspan: 3.00” @ 60.0” from left support @ 84.0” from left support @ 174.0” from left support Strand Layout at Midspan Cross-Section C-78

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9091 13113081000S05 4 66’-2½” 9.0 7’-1” 3’-5” 9 68.3 20-0.6” Gr. 270 LR 5.3 5.3 4.0 2.0 N/A MDOT 33” Box Beam (Int.) 5.5 5.5 MDOT 33” Box Beam (Ext.) Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 Interior: CG from bottom at 60.0” from LS: 3.14” CG from bottom at 84.0” from LS: 3.25” CG from bottom at 174.0” from LS: 3.11” CG from bottom at Midspan: 3.00” Exterior: CG from bottom at 54.0” from LS: 3.14” CG from bottom at 78.0” from LS: 3.25” CG from bottom at 132.0” from LS: 3.11” CG from bottom at Midspan: 3.00” @ 60.0” from left support @ 84.0” from left support @ 174.0” from left support Strand Layout at Midspan Cross-Section C-79

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9128 29129011000S14 0 33’-8⅜” 9.0625 7’-5⅞” 3’-1¼” 8 90.0 4-0.6” Gr. 270 LR 6.0 4.5 4.0 2.28 N/A 1525 Box Beam Strand Spacing: Horizontal: 2.402” Vertical: 2.402” # of Strands: 4 CG from bottom at Midspan: 2.28” Strand Layout at Midspan Cross-Section Cross-Section C-80

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9217 45145071000B01 0 42’-3½” 9.25 3@6’-2 ½”, 7@5’-8⅛” 3’-3” 11 90.0 16-0.6” Gr. 270 LR 5.8 5.3 4.0 2.0 2.5 N/A 17” Box Beam (A) 5.6 5.2 17” Box Beam (B and C) 5.2 5.1 17” Box Beam (D) 5.0 4.9 17” Box Beam (E thru K) 5.9 5.3 17” Box Beam (L) Strand Spacing: Horizontal: 2” Vertical: 2” Beams: (A) is far left girder, (L) is far right girder # of Strands: 16 Girders: A and L CG from bottom at Midspan: 4.06” Girders: B, C, D CG from bottom at Support to 54”: 4.36” CG from bottom at Midspan: 4.06” Girders: E thru K CG from bottom at Support to 96”: 4.36” CG from bottom at Midspan: 4.06” Strand Layout at Midspan (All girders) Strand Layout at Support to 96” (E thru K), 54” (B thru D) Cross-Section C-81

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9219 16116032000B03 0 53’-2” 9.0 5’-3” 2’-7½” 9 90.0 16-0.6” Gr. 270 LR 5.7 5.6 4.0 2.0 N/A MDOT 21” Box Beam Strand Spacing: Horizontal: 1” Vertical: 2” # of Strands: 16 CG from bottom at Support to 72”: 2.57” CG from bottom at Midspan: 2.50” Strand Layout at Midspan Strand Layout at Support to 72” Cross-Section C-82

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9243 82182041000S02 0 73’-4” 9.0 6’-2” 2’-3¾” 13 90.0 21-0.6” Gr. 270 LR 7.0 6.0 4.0 2.0 N/A 33”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 21 CG from bottom at 24.0”: 2.75” CG from bottom at 48.0”: 2.67” CG from bottom at Midspan: 2.57” @ 24.0” from left support @ 48.0” from left support Strand Layout at Midspan Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9248 02102041000B02 0 37’-9” 9.0 8’-0” 3’-2½” 6 90.0 18-0.6” Gr. 270 LR 6.0 5.0 4.0 2.0 3.0 N/A 21” Box Beam C-83

Strand Spacing: Horizontal: 2.0”, Vertical: 2.0”, 10.0” # of Strands: 18 CG from bottom at Midspan: 6.33” Strand Layout at Midspan Cross-Section Cross-Section Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9284 33133082000B03 0 31’-6¾” 9.0625 6’-7⅞” 2’-5½” 10 90.0 9-0.6” Gr. 270 LR 5.0 3.0 4.0 2.0 N/A 17”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 9 CG from bottom at Support to 78.74”: 2.57” CG from bottom at Midspan: 2.44” Strand Layout at Midspan Strand Layout at Support to 78.74” Cross-Section C-84

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 1150 550A0490001 70’-7” 8.25 8’-6” 3’-8” 3 28 39-0.5” Gr. 270 LR 6.5 6.0 3.0 2.0 3.0 N/A 33”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 39 CG from bottom at 62.99”: 2.33” CG from bottom at 36”: 3.87” CG from bottom at 72”: 3.88” CG from bottom at 108”: 3.68” CG from bottom at Midspan: 3.59” @ 36” from left support @ 72” from left support @ 108” from left support Strand Layout at Midspan Cross-Section C-85

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9324 14114041000B01 0 42’-4” 9.0 10’-6” 2’-7½” 5 90.0 20-0.5” Gr. 270 LR 5.5 4.4 4.0 2.0 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 20 CG from bottom at Support to 66.0”: 3.50” CG from bottom at Midspan: 3.40” Strand Layout at Midspan Strand Layout at Support to 66.0” Cross-Section C-86

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9349 72172041000B01 0 48’-8” 9.0 7’-0” 3’-6” 6 90.0 22-0.5” Gr. 270 LR 6.0 4.9 4.0 2.0 N/A 21”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 22 CG from bottom at Support to 66.0”: 3.33” CG from bottom at Midspan: 3.45” Strand Layout at Midspan Strand Layout at Support to 66.0” Cross-Section C-87

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9355 38138111000R02 1 75’-2⅜” 9.0625 7’-11” 3’-6” 6 109.6 26-0.6” Gr. 270 LR 7.0 6.2 4.0 2.0 2.75 N/A 39”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 26 CG from bottom at Support to 225.60”: 2.73” CG from bottom at Midspan: 7.88” Strand Layout at Midspan Strand Layout at Support to 225.60” Cross-Section C-88

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9356 38138111000R02 2 75’-2⅜” 9.062 5 7’-11” 3’-6” 6 109.6 26-0.6” Gr. 270 LR 7.0 6.2 4.0 2.0 2.75 N/A 39”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 26 CG from bottom at Support to 213.04”: 2.73” CG from bottom at Midspan: 7.88” Strand Layout at Midspan Strand Layout at Support to 213.04” Cross-Section C-89

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9361 47147065000R03 3 65’-9½” 9.0 6’-0” 2’-7½” 11 137.2 30-0.5” Gr. 270 LR 6.5 5.5 4.0 2.0 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 30 CG from bottom at 18.0” from LS: 3.82” CG from bottom at 79.2” from LS: 3.54” CG from bottom at 150.0” from LS: 3.43” CG from bottom at Midspan: 3.47” @ 18.0” from left support @ 79.2” from left support @ 150.0” from left support Strand Layout at Midspan Cross-Section C-90

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9369 11111015000R03 3 51’-3⅞” 9.0 6’-6” 3’-4½” 10 115.7 14-0.6” Gr. 270 LR 5.4 4.5 4.0 2.0 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 14 CG from bottom at Support to 48.0”: 3.67” CG from bottom at Midspan: 3.43” Strand Layout at Midspan Strand Layout at Support to 48.0” Cross-Section C-91

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9370 11111015000R03 4 51’-3⅞” 9.0 6’-5” 3’-4” 12 115.7 14-0.6” Gr. 270 LR 5.2 4.4 4.0 2.0 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 14 CG from bottom at Support to 54.0”: 3.67” CG from bottom at Midspan: 3.43” Strand Layout at Midspan Strand Layout at Support to 54.0” Cross-Section C-92

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 9383 71171073000B01 0 46’-9⅞” 9.0 10’-7” 2’-6” 5 45.0 16-0.6” Gr. 270 LR 6.0 5.0 4.0 2.0 N/A 27”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 16 CG from bottom at 24.0”: 2.33” CG from bottom at 72.0”: 2.29” CG from bottom at Midspan: 2.25” @ 24.0” from left support @ 72.0” from left support Strand Layout at Midspan Cross-Section C-93

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I ksi) fc’deck (ksi) Bottom Top 9394 25125031000S01 0 66’-10⅞” 9.0 7’-6” 4’-1½” 11 59.8 34-0.5” Gr. 270 LR 6.0 5.0 4.0 2 N/A 27”x48” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 34 CG from bottom at 54.0”: 2.75” CG from bottom at 96.0”: 3.00” CG from bottom at Midspan: 3.12” @ 54.0” from left support @ 96.0” from left support Strand Layout at Midspan Cross-Section C-94

Bridge # Virtis BID # Span length (ft) tslab (in) Girder Spacing (ft) Overhan g Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in) Harp Point (ft) Beam Section P/S Tendons fc’ (ksi) fc’I (ksi) fc’deck (ksi) Bottom Top 1150 550A0490001 70’-7” 8.25 8’-6” 3’-8” 3 118.0 39-0.5” Gr. 270 LR 6.5 6.0 3.0 2.0 N/A 33”x36” Box Beam Strand Spacing: Horizontal: 2” Vertical: 2” # of Strands: 39 CG from bottom at 36.0” from LS: 3.87” CG from bottom at 72.0” from LS: 3.88” CG from bottom at 108.0” from LS: 3.68” CG from bottom at Midspan: 3.59” @ 36.0” from left support @ 72.0” from left support @ 108.0” from left support Strand Layout at Midspan Cross-Section C-95

C.5 ASBI Box Girders C-96

C-97

C-98