Midwest Roadside Safety Facility

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19'-11 1/2" 6083 239'-11 1/2" 73139 Impact 1100C 25 43 5/16" 1100 upstream from the upstream face of the first shear fender downstream of the joint between barrier nos.

1 19'-11 1/2" '-11 1/2" Impact 1100C /16" 1100 upstream from the upstream face of the first shear fender downstream of the joint between barrier nos. 7 and 8 Upstream End Downstream End A 4 N A N 38 5/8" 981 Notes: (1) (2) Impact location is 43 5/16" [1100] upstream from the upstream face of the first post downstream of the joint between barrier nos. 7 and 8. Overall nominal height of barrier may decrease once assembled due to the weight of the rail on rubber. (3) Mark existing damage from test no. SFH-1. 1 of 23 System Layout SCALE: 1:300 REV. BY:

2 1/2" /2" 6083 B C Ground Line 60" " of 23 Barrier Assembly SCALE: 1:50 REV. BY:

3 d5 d6 d3 d5 d6 d3 d2 d1 b3 d7 b4 a1 b1 38 5/8" 981 DETAIL B SCALE 1 : 5 d6 30 1/8" 765 d5 b4 a2 b3 d8 d7 d8 8" 203 Ground Line b2 DETAIL C SCALE 1 : 5 SECTION A-A Notes: (1) Anchor part b2 into tarmac with HILTI HIT-RE500 epoxy. Post and Tubing Details SCALE: 1:8 3 of 23 REV. BY:

4 a3 a4 a2 b5 b6 Ground Line SPLICE DETAIL Notes: (1) Rebar, top steel tube assembly, and shear fenders removed from Plan View. 4 of 23 a4 b5 b6 SPLICE DETAIL a3 b6 b7 Splice Details SCALE: 1:12 REV. BY:

5 TT Load Cell at top bolt TT Load Cell at top bolt PCB Load Cell at bottom bolt SPLICE 7-8 INSTRUMENTATION (Optional) PCB Load Cell at bottom bolt Notes: (1) Rebar, top steel tube assembly, and shear fenders removed from Plan View. (2) (3) (4) PCB Piezotronics 206C (PCB) 2.00" O.D I.D " thickness Transducer Technique LW0-80 (TT) 2.05" O.D " I.D " thickness Use additional 3"x3"x1/ [76x76x6] plate washer if available to sandwich load cell. (5) Anti-friction washer provided by PCB is optional. (6) Load cells were stacked for preload and comparison. Splice 7-8 Instrumentation Details 5 of 23 SCALE: 1:6 REV. BY:

6 41 3/ " [457] Spaces " [457] 18" [457] D 27 3/ 56" /8" /2" /2" /2" 546 E Part a1 Notes: (1) The 6 5/8" [168] through hole can be cast around a 6" [152] PVC pipe and then the pipe can later be removed. (2) (3) (4) The 3 surfaces at each end of the barrier must be vertical - front and back of rail drafted for casting purposes. Internal Reinforcement not shown. See as-built drawings from concrete industries for accurate rebar placement and more details. 6 of 23 Concrete Rail Geometry SCALE: 1:30 REV. BY:

7 1" /2" 445 3/ 19 3/ /2" 191 3/8" / /2" /2" 546 9" 229 R1" /16" /2" / 121 DETAIL D 4 1/2" 114 DETAIL E 1 1/8" /16" 81 Notes: (1) (2) 1" [25] and 1 1/8" [29] through holes can be cast with or without an insert left in the beam. The "house-shaped" through hole can be case around an insert and then the insert can be removed; the radii can be varied if needed. (3) (4) (5) (6) The 3 surfaces at each end of the barrier must be vertical - front and back of rail drafted for casting purposes. 1 1/8" [29] holes to be centered on 4 1/2"x4 1/2" [114x114] chamfer. Internal reinforcement not shown. See as-built drawings from concrete industries for accurate rebar placement and more details. Concrete Rail Details SCALE: 1:8 7 of 23 REV. BY:

8 G F H I F 8 of 23 Notes: (1) Two single flared coil loop inserts (not shown) were added to each barrier segment. Concrete Rail and Rebar Assembly SCALE: 1:30 REV. BY:

9 5 1/ /8" /8" / 95 c3 4 7/8" /8" / 134 SECTION F-F 9 of 23 Concrete Rail - Rebar Assembly Details SCALE: 1:4 REV. BY:

10 c1 c5 c2 c1 c2 c1 c3 c4 4 1/2" 114 7" 178 7" /2" 114 6" 152 3" 76 3" / 133 DETAIL G 10 of 23 Notes: (1) 1 1/2" [38] clear cover for all stirrups and c4 bars at ends. Concrete Rail - Rebar Assembly Details SCALE: 1:5 REV. BY:

11 3" 76 3" /2" 114 6" " spaces 6" [152] 305 6" 12" 6" 12" 6" " 178 7" 178 c1 c1 c1 c1 c1 c2 c1 c2 c1 DETAIL H c5 c1 c4 c2 c1 c2 c1 3 5/8" /8" /8" /8" / /8" /8" /8" /8" 92 DETAIL I SCALE 1 : 8 11 of 23 Notes: (1) (2) Longitudinal Rebar, Part c3 removed from Detail I for clarity. Place top and bottom c4 and c5 bars adjacent to longitudinal c3 bars. Concrete Rail - Rebar Assembly Details SCALE: 1:12 REV. BY:

12 Bill of Bars Item No. QTY. Description Material Specification c1 28 1/2" [13] Dia., 77" [1956] Long Bent Rebar A615 Grade 60 c2 8 1/2" [13] Dia., 49" [1245] Long Bent Rebar A615 Grade 60 c3 12 3/ [19] Dia., 231" [5867] Long Rebar A615 Grade 60 c4 8 3/ [19] Dia., 63" [1600] Long Bent Rebar A615 Grade 60 c5 6 3/ [19] Dia., 69" [1753] Long Bent Rebar A615 Grade 60 32" /2" " R5 1/ Part c3 12" 305 Part c5 1 3/ / / / /8" /8" 575 R5" /2" /2" /2" /2" /2" 445 6" 152 R1" 25 Part c2 R1" 25 Part c1 12 of 23 Part c4 Bill of Bars SCALE: 1:10 REV. BY:

13 6 5/8" /2" /8" / /2" 292 e1 e3 e5 e4 Ground Line e2 SECTION N-N 13 of 23 Note: (1) Steel Rail not shown for clarity. (2) Part e5 can compress as needed due to weight of rail. Skid Details SCALE: 1:8 REV. BY:

14 ISOMETRIC VIEW TYP 1/ [6] 1/ [6] e1 e5 e4 TYP 1/ [6] 19 1/ 489 TYP 1/ [6] 1/ [6] 11" / 44 5" 127 e3 e2 14 of 23 Skid Assembly Details SCALE: 1:8 REV. BY:

15 6 1/2" 165 3/8" /8" /8" 29 UP 45 R 1/ 10" " 254 UP 45 R 1/ 19" 483 R1/ 6 1" /16" 421 FLAT PATTERN Part e2 1/ Part e2 Notes: Part e1 (1) Material for Part a1 can be DOM 6 1/2"x3/8", DOM 6 1/2"x1/2", or HFS 6 1/2"x1/2" or equivalent. Skid Component Details SCALE: 1:6 15 of 23 REV. BY:

16 12" 305 6" 152 3/8" /16" 167 1/2" /2" 64 12" 305 6" /8" 264 Part e4 6 3/8" 162 1/2" / " 305 6" 152 1/2" 13 1/2" 13 2" /2" 89 Part e3 SCALE 1:4 12" 305 6" 152 Part e5 Skid Top Plate Details SCALE: 1:6 16 of 23 REV. BY:

17 29 3/ " " " / 756 J K d /2" /2" 216 2" 51 5/8" 16 Hole Through Both Faces 1 1/2" 38 d3 d2 d1 1/ [6] 1/ [6] 1 1/2" 38 DETAIL J SCALE 1 : 15 5/8" [16] Dia., 4 3/8" [111] Long Slot in Top Face DETAIL K SCALE 1 : 15 5/8" 16 Hole in Bottom Face SCALE 1:6 8 1/2" of 23 NOTE: (1) (2) Dimensions are symmetric across the center line. Slot dimensions are measured to far exterior points. Steel Rail Assembly SCALE: 1:30 REV. BY:

18 29 3/ " 29 3/ L M d /2" /2" 216 d4 2" 51 5/8" 16 Hole Through Both Faces 1 1/2" 38 5/8" [16] Dia., 4 3/8" [111] Long Slot in Top Face 1 1/2" 38 5/8" 16 Hole in Bottom Face d2 1/ [6] 1/ [6] DETAIL L SCALE 1 : 12 DETAIL M SCALE 1 : 12 d1 SCALE 1:6 8 1/2" of 23 NOTE: (1) (2) Dimensions are symmetric across the center line. Slot dimensions are measured to far exterior points. Steel End Tubing Assembly SCALE: 1:24 REV. BY:

19 8" /2" /2" /2" 1/ 89 6 R1/ 6 8" /2" 191 Part d /2" " 76 1/ 6 R1/ 6 Parts d4 2" 51 8" 203 7/8"x1 3/8" [22x35] Slot 1 7/16" /2" /2" 89 7" /2" /2" / 83 R3/16" 5 3 1/2" /2" 89 1/ 6 17" /8" 359 7/8" 22 Part d5 R1/ 6 Part d2 1 3/8" 35 1/2" of 23 Part d1 Steel Rail Components SCALE: 1:6 REV. BY:

20 5" 127 3/8" 10 a3 5" 127 a4 1/2" 13 1/2" 13 Part a4 5/16"[8] 5/16"[8] TYP 6" 152 1/2" 13 a3 a4 1 3/ 44 6" /8"x1 1/2" [29x38] Slot 3 4 1/2" [114] ISOMETRIC VIEW 2 1/2" /2" 64 9" " 432 9" 229 Notes: (1) (2) Slot dimensions measured from exterior points. Dimensions shown are to center of slot. 1 1/2" of 23 Part a3 Angle Joint Details SCALE: 1:8 REV. BY:

21 13/16" /8" 359 3" / 400 7/8" 22 ISOMETRIC VIEW 5/8" /2" 267 5" " 254 R1" /8" /16" 148 5/8" 16 Part a2 21 of 23 Rubber Post Details SCALE: 1:8 REV. BY:

22 22" 559 3/ 19 3/4-10 UNC Part b1 Part b3 10" 254 3/ 19 3" 76 3" /16" 27 1/ 6 3/4-10 UNC Part b2 11 1/2" / 44 Part b3 1" 25 Part b6 1 7/16" 37 13/16" 21 1/8" 3 5 1/2" 139 Part d6 Part b5 1 3/ 44 1/2" 13 1/2-13 UNC 1-8 UNC Part d8 Part b7 Part b4 Fasterner Details SCALE: 1:3 22 of 23 REV. BY:

23 Item No. QTY. Description Material Specification Hardware Guide a1 12 Lightweight Concrete Rail min f'c=5 ksi [34.5 MPa], density=110 pcf - a2 48 Morse E46496 Shear Fender ASTM D a3 22 6"x6"x1/2" [152x152x13], 17" [432] Long L-Bracket A992 Galvanized - a4 88 5"x5"x3/8" [127x127x10] Gusset Plate A572 Grade 50 Galvanized - b / [19] Dia. UNC, 22" [559] Long Threaded Rod ASTM A193 Grade B7 Galvanized - b / [19] Dia. UNC, 10" [254] Long Threaded Rod ASTM A193 Grade B7 Galvanized - b / [19] Dia. UNC Heavy Hex Nut ASTM A194 Grade 2H Galv. - b / [19] Dia. Flat Washer ASTM F436 Galv. FWC20b b5 88 1" [25] Dia. UNC, 11 1/2" [292] Long Hex Head Bolt ASTM A325 Galv. FBX24b b "x3"x1/ [76x76x6] Square Washer A572 Grade 50 Galvanized - b7 88 1" [25] Dia. UNC Heavy Hex Nut ASTM A563 DH Galv. FNX24b c /2" [13] Dia., 77" [1956] Long Bent Rebar A615 Grade 60 - c2 96 1/2" [13] Dia., 49" [1245] Long Bent Rebar A615 Grade 60 - c / [19] Dia., 231" [5867] Long Rebar A615 Grade 60 - c4 96 3/ [19] Dia., 63" [1600] Long Bent Rebar A615 Grade 60 - c5 72 3/ [19] Dia., 69" [1753] Long Bent Rebar A615 Grade 60 - d "x8"x1/2" [431x203x13] Anchor Plate ASTM A572 Grade 50 Galvanized - d2 48 xx1/ [xx6], [] Long Tube A500 Grade B Galvanized - d3 11 8"xx1/ [203xx6], 239 1/2" [6083] Long Tube A500 Grade B Galvanized - d4 2 8"xx1/ [203xx6], 119 1/2" [3035] Long End Tube A500 Grade B Galvanized - d /x6 1/2"x3/16" [324x165x5] Bent Plate ASTM A572 Grade 50 Galvanized - d6 24 1/2" [13] Dia. UNC, 5 1/2" [140] Long Dome (Round) Head Bolt ASTM A307 Grade A Galvanized - d7 24 1/2" [13] Dia. Flat Washer ASTM F844 Galvanized FWC12a d8 24 1/2" [13] Dia. UNC Heavy Hex Nut ASTM A563 DH Galvanized FNX12b d9 - Epoxy HILTI HIT-RE500 - e /2" [165] Dia., 3/8" [10] Thick, 19" [483] Long Steel Pipe AISI 6 - e /16"x10"x1/ [421x254x6] Base Plate ASTM A572 Grade 50 Steel - e /2"x10 3/8"x1/2" [89x264x13] Plate Gusset ASTM A572 Grade 50 Steel - e "x12"x3/8" [305x305x10] Top Plate ASTM A572 Grade 50 Steel - e "x12"x1/2" [305x305x13] EPDM Rubber Sheet Minimum 50 durometer - 23 of 23 Bill of Materials SCALE: 1:8 REV. BY:

24 System: Angle Joint Drawing: SFH-2 Revision History REV. DATE OF ISSUE Page NATURE OF CHANGES REVISED BY R0 7/18/ Derrived fom "SFH_AJ_R7" with altered impact location. 1100C and 43 5/16" US from the US face of the 1st post DS of 7-8 joint. - Rebar corrected to "as built." 5 Load Cells corrected to "as tested" 8 Note 1 added. 9 Rebar corrected to CI drawings. R1 10 Rebar corrected to CI drawings. 11 Rebar corrected to CI drawings. 12 Rebar corrected to CI drawings. Parts c1-c5 length and assembly dimensions corrected. 22 Part d6 thread note corrected.

Midwest Roadside Safety Facility

Midwest Roadside Safety Facility C 1690" A 42926 75" 1905 150" 3810 G E F F 11 10 9 8 7 6 5 4 3 2 C D D 25 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21.2 G E Impact 2270P 17 Spaces @ 75" [1905] Spacing = 106' 3" [32385] 1 1662 1/2"