Midwest Roadside Safety Facility

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1 " D D " /8" SOIL AND TARMAC CUT-OUT CONCRETE TARMAC BRIDGE DECK B PLAN VIEW C A C [3/4"] Deck Gap BRIDGE DECK A / Impact 30V " " " RAIL B B JOINT CAP RAIL A BRIDGE DECK A CONCRETE TARMAC BRIDGE DECK B B GRADE BEAM " 1 of 24 Test shall be performed according to test designation no of MASH. Impact point is 914 mm [3 ft] upstream from the centerline of the bridge deck and bridge rail gap. System Layout SCALE: 1:200 REV. BY:

2 a2 c " c5 a1 20x20 [3/4"x3/4"] Chamfer /4" c9 c6 c7 15 Impact 30V /4" /8" 19 3/4" c6 DETAIL A RAIL EXISTING TARMAC SOIL " BRIDGE DECK GRADE BEAM " 20x20 [3/4"x3/4"] Chamfer /8" EXISTING TARMAC /8" SECTION B-B /8" 2 of 24 Joint cap hidden. Reinforcement not shown. Layout Detail SCALE: 1:20 REV. BY:

3 DOWNSTREAM SIDE a /8" /8" c1 a1 UPSTREAM SIDE c3 d1 c /8" SECTION C-C FRONT SIDE a1 c1 a2 d1 c4 c2 UPSTREAM SIDE SECTION D-D BACK SIDE DOWNSTREAM SIDE When installed, a 118 mm [4 5/8"] gap exists between the downstream end of the steel joint cap and end of the 20 mm [3/4"] recess in the barrier. 3 of 24 (3) Internal reinforcement not shown. Grade beam not shown. Joint SCALE: 1:35 REV. BY:

4 JOINT SIDE /8" /4" UPSTREAM SIDE a1 c7 GRADE BEAM /8" /8" a /8" PLAN VIEW /4" E /4" a " /8" c /8" GRADE BEAM a4 E 4 of 24 Internal reinforcement not shown. Anchor bolts (Part d1) must be greased and installed in the upstream end cap during casting of rail to permit proper istallation of joint cap after curing. Formwork will need to expose area around holes of end cap to ensure proper depth is reached. Bridge Deck A and A SCALE: 1: REV. BY:

5 0 a1 0 b4 b9 b4 b9 1 1 b6 b6 2 SOIL 2 1 m [39 3/8"] CUTOUT RAIL A AND DECK A 3 b8 SECTION E-E 3 Reinforcement bars,, and 0 are in the same vertical plane. Reinforcement bars 1 are to be embedded into the existing tarmac with chemical epoxy adhesive (Part e1). 5 of 24 (3) (4) Reinforcement bars 2 and 3 are to be driven into soil. Grade beam not shown in elevation view. Bridge Deck A and A Reinforcement Layout SCALE: 1:20 REV. BY:

6 JOINT SIDE F 101 4" [9"] = 2760 [108 5/8"] /4" [15 3/4"] = 8400 [330 3/4"] a1 G 0 UPSTREAM SIDE /8" /4" F 20 3/4" /8" 3/4" /8" /8" b4 20x20 [3/4xx3/4"] Chamfer on Edge 20 3/4" b4 SECTION F-F SCALE 1 : 18 a /4" /4" /4" /4" /4" /8" /4" SECTION G-G SCALE 1 : 18 b4 b4 20x20 [3/4"x3/4"] Chamfer /8" 0 a1 (3) (4) G b4 (TYP) mm [] cover should be used for all rail rebar. Recess the front and top of the rail 20 mm [3/4"] to allow the joint cap to fit over the end of the rail. Reinforcement bar b4 has a minimum lap splice length of 610 mm [24"]. Steel end cap assembly (Parts c5, c6, c7) not shown. Bridge A Detail 6 of 24 SCALE: 1:23 REV. BY:

7 H /8" /8" 12 1 [6 7/8"] = 2100 [82 5/8"] Alternating bottom and top I b /8" /8" /8" /8" " 230 9" 1 6" 2 PROFILE VIEW /4" 20x20 [3/4"x3/4"] Chamfer H /8" /8" I " 7 of 24 (3) Grade beam not shown. Reinforcement bars 1 are to be anchored into the existing tarmac with chemical epoxy adhesive (Part e1). Reinforcement bars 2 are to be driven into soil. Bridge Deck A Detail SCALE: 1:15 REV. BY:

8 JOINT SIDE /8" UPSTREAM SIDE [4 1/] = 28 [113 1/4"] [7 7/8"] = 8400 [330 3/4"] /8" " /8" 2 1 6" [9"] = 2760 [108 5/8"] SECTION H-H Section Depth: 1.5 m [59"] Reinforcement bars, 1, and 2 are spaced at 230 mm [9"] near the joint and at 400 mm [15 3/4"] elsewhere. Reinforcement bars are spaced at 115 mm [4 1/] near the joint and at 200 mm [7 7/8"] elsewhere [15 3/4"] =8400 [330 3/4"] (3) Reinforcement bars and are on the same vertical plane. Reinforcement bars and 1 are tangent to reinforcement bar 2, on opposite sides of the bar. 8 of 24 (4) (5) Reinforcement bar has a minimum lap splice length of 610 mm [24"]. Reinforcement in Deck A is the same as Deck B, only mirrored relative to the joint. Bridge Deck A Section SCALE: 1:12 REV. BY:

9 JOINT SIDE UPSTREAM SIDE /4" [9"] = 2760 [108 5/8"] /8" [15 3/4"] = 8400 [330 3/4"] b " b " [4 1/] = 28 [113 1/4"] [7 7/8"] = 8400 [330 3/4"] SECTION I-I /8" Reinforcement bars and b9 are spaced at 230 mm [9"] near the joint and at 400 mm [15 3/4"] elsewhere. Reinforcement bars are spaced at 115 mm [4 1/] near the joint and at 200 mm [7 7/8"] elsewhere. (3) Reinforcement bars and are in the same vertical plane and tangent to reinforcement bar b9. No reinforcement bar b9 on the group nearest the joint, due to open gap in the rail. 9 of 24 (4) (5) Reinforcement bar has a minmum lap splice length of 610 mm [24"]. Reinforcement in Deck A is the same as Deck B, only mirrored relative to the joint. Bridge Deck A Section SCALE: 1:12 REV. BY:

10 DOWNSTREAM SIDE /4" /8" JOINT SIDE SOIL AND TARMAC CUT-OUT a2 GRADE BEAM /8" / BRIDGE DECK TARMAC /8" /4" a2 K L J 20x20 [3/4"x3/4"] Chamfer On Edge " / K L a /8" /4" a2 RAIL BRIDGE DECK GRADE BEAM DETAIL J SCALE 1 : 35 c /8" /8" Internal reinforcement not shown. The 20 mm [3/4"] recess is longer on the downstream side of the joint to allow for expansion and contraction. A 118 mm [4 5/8"] gap exists between steel cap and full rail cross section. Bridge Deck B and B 10 of 24 SCALE: 1:120 REV. BY:

11 a2 0 a2 0 b5 b5 b5 b5 b9 b7 1 b6 b6 SECTION K-K 2 b8 3 SECTION L-L 11 of 24 Note: Reinforcement bars b7 and 1 are anchored into the tarmac with chemical epoxy adhesive (Part e1). Reinforcement bars 2 and 3 are to be driven into soil. Bridge Deck B and B Sections SCALE: 1:18 REV. BY:

12 DOWNSTREAM SIDE /4" JOINT SIDE /4" [15 3/4"] = [1228 3/8"] N [9"] = 2760 [108 5/8"] 101 4" M /4" /8" 20 3/4" b5 20 3/4" b /8" b7 N [15 3/4"] = [881 7/8"] " TARMAC b5 0 b /8" 20x20 [3/4"x3/4"] Chamfer /4" /4" /4" /4" 0 (3) (4) (TYP) b5 20x20 [3/4"x3/4"] Chamfer /4" 77 mm [] cover should be used for all rail rebar. 20 mm [3/4"] recess on front and top of rail, such that the joint cap is flush with the rail. Reinforcement bar b7 is anchored into the tarmac with epoxy adhesive (Part e1). Reinforcement bar b5 has a minmum lap splice length of 610 mm [24"]. M a /4" (5) Steel end cap assembly (Parts c6, c8, c9) not shown. 12 of 24 a /8" SECTION M-M SCALE 1 : " b /4" SECTION N-N SCALE 1 : /4" (Center) /8" Bridge B Detail SCALE: 1:35 REV. BY:

13 /8" /8" /8" O 12 1 [6 7/8"] = 2100 [82 5/8"] Alternating bottom and top P b /8" /8" /8" " 230 9" 1 6" 2 PROFILE VIEW /4" 20x20 [3/4"x3/4"] Chamfer O /8" " /8" P 13 of 24 (3) Grade beam not shown. Reinforcement bars 1 are to be anchored into the existing tarmac with chemical epoxy adhesive (Part e1). Reinforcement bars 2 are to be driven into soil. Bridge Deck B Detail SCALE: 1:15 REV. BY:

14 DOWNSTREAM SIDE /8" JOINT SIDE [7 7/8"] = 8400 [330 3/4"] [4 1/] = 28 [113 1/4"] " /8" [15 3/4"] = 8400 [330 3/4"] [9"] = 2760 [108 5/8"] SECTION O-O Section Depth: 1.5 m [59"] Reinforcement bars, 1, and 2 are spaced at 230 mm [9"] near the joint and at 400 mm [15 3/4"] elsewhere. Reinforcement bar is spaced at 115 mm [4 1/] near the joint and at 200 mm [7 7/8"] elsewhere. (3) Reinforcement bars and are on the same vertical plane. Reinforcement bars and 1 are tangent to reinforcement bar 2, on opposite sides of the bar. 14 of 24 (4) (5) Reinforcement bar has a minmum lap splice length of 610 mm [24"]. Reinforcement in Deck B is the same as Deck A, only mirrored relative to the joint. Bridge Deck B Section SCALE: 1:12 REV. BY:

15 DOWNSTREAM SIDE /8" JOINT SIDE [15 3/4"] = 8400 [330 3/4"] [9"] = 2760 [108 5/8"] b9 b " /8" [7 7/8"] =8400 [330 3/4"] SECTION P-P [4 1/] = 28 [113 1/4"] Reinforcement bars and b9 are spaced at 230 mm [9"] near the joint and at 400 mm [15 3/4"] elsewhere. Reinforcement bar is spaced at 115 mm [4 1/] near the joint and at 200 mm [7 7/8"] elsewhere. (3) Reinforcement bars and are in the same vertical plane and tangent to reinforcement bar b9. No reinforcement bar b9 on the group nearest the joint, due to open joint in the rail. 15 of 24 (4) (5) Reinforcement bar has a minmum lap splice length of 610 mm [24"]. Reinforcement in Deck B is the same as Deck A, only mirrored relative to the joint. Bridge Deck B Section SCALE: 1:12 REV. BY:

16 DOWNSTREAM SIDE [15 3/4"] = 8400 [330 3/4"] [9"] = 2760 [108 5/8"] " [9"] = 2760 [108 5/8"] /8" [15 3/4"] = 8400 [330 3/4"] 3 Q UPSTREAM SIDE 103 4" b6 Q b8 (TYP) b /8" C L of Deck and Barrier Joint 202 8" b6 b " Reinforcement bars 3 are to be driven into soil /8" Reinforcement bar b6 has a minmum lap splice length of 457 mm [18"]. 1 6" SECTION Q-Q SCALE 1 : 10 Grade Beam Detail 16 of 24 SCALE: 1:25 REV. BY:

17 c1 Back Weld Back Weld c1 99 c3 c1 c /4" R " c4 c3 c4 3 1/8" 6 [1/4"] 10 3/8" PROFILE VIEW c4 c2 c3 22 7/8" /8" 80 Note: DETAIL R SCALE 1 : 3 Both the upstream and downstream edgest of the joint cap's front plate (Part c3) are chamfered 6x6 [1/4"x1/4"]. Joint Cap 17 of 24 SCALE: 1:12 REV. BY:

18 / 1 5 7/8" / 22 [7/8"] THRU 35 [1 3/8"] X 67 REVERSE SIDE (TYP) 22 [7/8"] THRU 35 [ 3/8"] X 67 (TYP) /4" /8" /8" /16" Part c2 13 [1/] THICKNESS /4" 6x6 [1/4"x1/4"] Chamfer Part c3 13 [1/] THICKNESS / /16" /4" / PROFILE VIEW Part c4 6 [1/4"] THICKNESS SCALE 1:8 19x64 [ 3/4"x2 1/] FLAT HEAD COUNTERSUNK BOLT SCALE 1: /8" 18 of 24 PLAN VIEW Part c1 13 [1/] THICKNESS SCALE 1:12 Joint Cap Component Detail SCALE: 1:18 REV. BY:

19 1 5 7/8" /4" 6 [1/4"] 6 [1/4"] c7 c5 6 [1/4"] (TYP) 253 d3 d [1/4"] 2-SIDES (TYP) 253 c6 c7 c5 252 ISOMETRIC VIEW Note: PROFILE VIEW All nuts (part d2) and studs (part d3) are to be fillet welded onto the plate surface, with nuts placed at hole locations. c6 19 of 24 (3) The placement of the studs and nuts follow an alternating pattern on the front and back plates. When casting the rail, the anchor bolts (Part d1) should be greased and installed through holes/nuts. After curing, remove bolts, position joint cap, and re-install bolts. Upstream Barrier End Cap SCALE: 1:10 REV. BY:

20 /4" 6 [1/4"] c8 c /4" c6 c8 c9 6 [1/4"] (TYP) 6 [1/4"] 253 d c9 PROFILE VIEW ISOMETRIC VIEW 20 of 24 Note: All studs (part d3) are to be fillet welded onto the plate surface. Downstream Barrier End Cap SCALE: 1:10 REV. BY:

21 1 5 7/8" 1 5 7/8" /8" /8" (TYP) /8" " /8" 22 7/8" (TYP) /16" / Part c5 6 [1/4"] THICKNESS / BACK SIDE Part c7 6 [1/4"] THICKNESS /8" PROFILE VIEW Part c6 6 [1/4"] THICKNESS /8" " / Part c8 6 [1/4"] THICKNESS / BACK SIDE Part c9 6 [1/4"] THICKNESS Barrier End Cap Components 21 of 24 SCALE: 1:20 REV. BY:

22 Bill of Bars Bar QTY Size Total Length Location Material 38 M m [445 3/4"], Minimum Lap Length 610 [24"] Bridge Deck A & B, Longitudinal Steel Grade 400W 70 M m [107 7/8"] Bridge Deck A & B, Lateral Steel Grade 400W b4 10 M m [440 3/4"], Minimum Lap Length 610 [24"] A, Longitudinal Steel Grade 400W b5 10 M m [1340 3/4"], Minimum Lap Length 610 [24"] B, Longitudinal Steel Grade 400W b6 6 # m [895 1/8"], Minimum Lap Length 457 [18"] Grade Beam, Longitudinal ASTM A615 Gr # m [45"] Deck A & B, to Tarmac ASTM A615 Gr # m [26 3/4"] Deck A & B, to Soil ASTM A615 Gr # m [37 3/8"] Grade Beam, Vertical ASTM A615 Gr /4" " Part Part /8" /4" Part Part /4" /8" Part b4 Part /4" Part b /8" 22 of 24 Part b6 Rebar Detail SCALE: 1:15 REV. BY:

23 /8" / (TYP) 127 5" (TYP) /8" / (TYP) /8" /8" /8" /8" /8" /8" " /8" " Part b /8" /8" / (TYP) /4" /4" /8" /4" Part b /8" /4" /4" /8" /8" /8" /4" Part SCALE 1:20 Part b8 Bill of Bars Bar QTY Size Total Length Location Material 136 M m [131 1/4"] Bridge Deck A & B Steel Grade 400W b7 57 M m [56 5/8"] Bridge B Steel Grade 400W b8 68 # m [85 1/4"] Grade Beam ASTM A615 Gr. 60 b9 68 M m [74 5/8"] Bridge Deck A & B Steel Grade 400W M m [93 7/8"] Bridge A & B Steel Grade 400W 127 5" (TYP) Rebar Detail 81 Part /4" 23 of 24 SCALE: 1:10 REV. BY:

24 Item No. QTY. Description Material Spec Hardware Guide a1 1 Bridge Concrete cubic meters [1.16 cubic ft] Min. f'c = 45 MPa [6,527 psi] - a2 1 Bridge Concrete cubic meters [ cubic ft] Min. f'c = 45 MPa [6,527 psi] - 2 Bridge Deck Concrete Fill cubic meters [ cubic ft] Min. f'c = 45 MPa [6,527 psi] - a4 1 Grade Beam Concrete Fill cubic meters [ cubic ft] Min. f'c = 45 MPa [6,527 psi] M20 Bar m [131 1/4"] Long, Bent, Bridge Deck A & B Steel Grade 400W - 38 M15 Bar m [445 3/4"] Long, Bridge Deck A & B Steel Grade 400W - 70 M15 Bar m [107 7/8"] Long, Bridge Deck A & B Steel Grade 400W - b4 10 M15 Bar m [440 3/4"] Long, Bridge A Steel Grade 400W - b5 10 M15 Bar m [1340 3/4"] Long, Bridge B Steel Grade 400W - b6 6 #4 Bar m [895 1/8"] Long, Grade Beam ASTM A615 Gr b7 57 M15 Bar m [56 5/8"] Long, Bent, Bridge B Steel Grade 400W - b8 68 #5 Bar m [85 1/4"] Long, Bent, Grade Beam ASTM A615 Gr b9 68 M15 Bar m [74 5/8"] Long, Bent, Bridge Deck A & B Steel Grade 400W M20 Bar m [93 7/8"] Long, Bent, Bridge A & B Steel Grade 400W #6 Bar m [45"] Long, Bridge Deck A & B ASTM A615 Gr #5 Bar m [26 3/4"] Long, Bridge Deck A & B ASTM A615 Gr #5 Bar m [37 3/8"] Long, Grade Beam ASTM A615 Gr c x264x13 [31 1/x10 3/8"x1/] Plate ASTM A572 - c x800x13 [48 3/4"x31 1/x1/] Plate ASTM A572 - c x800x13 [49 7/16"x31 1/x1/] Plate ASTM A572 - c x76x6 [15 3/16"xx1/4"] Plate ASTM A572 - c x294x6 [48 3/8"x11 5/8"x1/4"] Plate ASTM A572 - c x430x6 [48 3/8"x16 7/8"x1/4"] Plate ASTM A572 - c x294x6 [49"x11 5/8"x1/4"] Plate ASTM A572 - c x444x6 [48 3/8"x17 1/x1/4"] Plate ASTM A572 - c x444x6 [49"x17 1/x1/4"] Plate ASTM A572 - d1 8 3/4" [19] Dia. 2-1/ [64] Long Flat Head Countersunk Bolt F835 - d2 8 3/4" [19] Dia. Hex Nut A563 - d3 32 5/8" [16] Dia. x 4" [102] Long Stud Steel Any Grade - e1 1 Chemical Epoxy Adhesive Min. Bond Strength = 10 MPa [1,4 psi] - 24 of 24 Bill of Materials SCALE: 1:0 REV. BY:

25 System: Manitoba Drawing: Manitoba Revision History 6 Clear cover note added. 7 Deck A lower portion width changed to 18". 8 Part 2 rebar dimension moved to include center spacing. Edited as such. 12 1/21/2016 Clear cover note added. Dimension to bar b7 added. B bottom bar b5 SKR 12 spacing changed to 130 mm, to match A. Dimension and note shift. 13 Deck B lower portion width changed to 18". 14 Dimension spacing number corrected. 15 Dimension spacing number corrected. 24 Part d1 material specification change English conversion of concrete volumes corrected. SKR

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