Midwest Roadside Safety Facility
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- Darlene Washington
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![24" 609 Asphalt Impact 3/1 [1300] upstream from upstream end of permanent barrier B 166'-10 1/1 50853 25 Plan View 3/1 1300 3 813 Free-Standing Kansas Barriers Kansas Barrier With 2 Asphalt Stakes](/docs-images/85/91534604/images/1-0.jpg "Per Side Kansas Barrier With 1 Asphalt Stake Per Side Kansas Barriers With 3 Asphalt Stakes Per Side A 160\" 4064 12 11 10 9 8 7 6 5 4 3 2 1 12'- 3810 Front Elevation Front and back sides 12'- [3810]")
1 24" 609 Asphalt Impact 3/1 [1300] upstream from upstream end of permanent barrier B 166'-10 1/ Plan View 3/ Free-Standing Kansas Barriers Kansas Barrier With 2 Asphalt Stakes Per Side Kansas Barrier With 1 Asphalt Stake Per Side Kansas Barriers With 3 Asphalt Stakes Per Side A 160" ' Front Elevation Front and back sides 12'- [3810] section of either two nested 12-gauge [2.67] thrie beam sections or one 10- gauge [3.43] thrie beam with end shoes 4" 102 California Single Slope Permanant Barrier with Footing Note: (1) (2) Use minimum 28-day concrete compressive strength of 5,000 psi [34.5 MPa] for single slope barrier. Use native fill soil under asphalt. Temporary Barrier Transition Layout 1 of 17 (3) Maximize barrier spacing by pulling the joints apart with the drop-pins inserted through the loops. SCALE: 1:225 REV. BY:
2 5 " [16] UNC x1.5 8 ASTM A307 Guardrail Bolt (FBB01) with Recessed Nut 45 1/4" " " [19] UNC x1.75 Gr. 5 Hex Head or Button Head Bolts with 3 Washers and " [19] 4 RedHead Multi-Set II Drop-In Anchor 86 3/4" 2204 Front and back 12-gauge [2.67] 12'- [3810] section of either two nested thrie beam sections or one 10-gauge thrie beam with end shoes Five 3 " [19] x 4 [] long Powers Fasteners Wedge-Bolt Anchors (typ.) Asphalt pins to be installed on both sides of Kansas Barriers 5 " [19] UNC x1.5 ASTM A307 Guardrail Bolt (FBB01) with Recessed Nut 4" 102 DETAIL A - Front Side 71 1/ 1816 Cap 5 " [19] UNC x1.5 ASTM 8 A307 Guardrail Bolt (FBB01) with Recessed Nut Thrie beam bent as necessary 29 15/1 1 31" " [19] UNC x5.5 Gr. 5 " [16] UNC x Hex Head or Button Head Bolts ASTM A307 Guardrail Bolt 3 (FBB01) with Recessed Nut with Washers and " [19] RedHead 4 DETAIL A - Back Side Multi-Set II Drop-In Anchor Notes: (1) (2) Steel reinforcement not shown. Thrie beam piece on non-impact side is offset 15 1 " [387] upstream to prevent interference from 4 the anchors on opposing sides. Temporary Barrier Transition 2 of 17 Thrie Beam Details SCALE: 1:50 REV. BY:
3 Four 5 8 [16] x 4" [102] long Powers Fasteners Wedge-Bolt Anchors (typ.) Back 25 Impact 5/ 1311 Front DETAIL B Note: (1) Cap end plate placed flush with upstream end of single slope barrier. Temporary Barrier Transition Cap Anchoring Detail 3 of 17 SCALE: 1:25 REV. BY:
4 Traffic Side Face of Permanant Barrier Lined Up with the Slope Break Point of Temporary Barrier Temporary Barrier Transition 4 of 17 Permanant to Temporary End View SCALE: 1:10 REV. BY:
5 3 7/ " 1905 R3/ /4" / / / / / / /4" 159 1' [25] x 1 1/4" [32] Slot (TYP.) 8 1/ " 2 2 5/ 67 5" / /1 0 1' [25] x [] Slot (TYP.) R3/ 1 3/4" 10 1" /4" 19 Temporary Barrier Transition 5 of 17 Thrie-Beam and End Shoe SCALE: 1:18 REV. BY:
6 Kansas Barrier End View Without Asphalt Pins Kansas Barrier End View With Asphalt Pins 35 3/ /4" / /4" Asphalt Asphalt Barrier Pin Assembly SCALE: 1:15 Temporary Barrier Transition 6 of 17 Kansas Barrier With Asphalt Shown REV. BY:
7 150" /4" 9" C 21 1/4" 8 1/ /4" / /4" /4" 540 D 8 1/ /4" 222 9" / " / 114 4a1 6d2 6d1 C 25 1/ 648 6c1 6d3 4a1 4" 102 4b1 5b1 6c1 Elevation View 4a1 5b1 D 6d1 " d2 6d3 6c1 4a1 24" 610 " 1295 " c1 (in Pairs) 24" 610 5b1 4b1 4b1 5b1 22 1/ 572 5b1 Plan View 4" 102 (Typ.) Temporary Barrier Transition Temporary Barrier 7 of 17 SCALE: 1:20 REV. BY:
8 2 9/1 65 5b1 2 9/1 65 5b1 1 3/4" Min. Cl / /4" 45 Min. Cl / b1 4a1 2-4b1 4a b1 2-5b1 Cl. 4" / / 165 6c1 (@ Anchor Bolt Locations) 8 1/4" 210 SECTION C-C SCALE 1 : 12 6c1 (@ Anchor Bolt Locations) 1" 25 SECTION D-D SCALE 1 : 12 15/1 Cl. to 24 6a2 bar 2 3/ / 206 5" " 178 Temporary Barrier Transition 8 of 17 7" / 572 End View Temporary Barrier Profile Details SCALE: 1:12 REV. BY:
9 3 5/ / 92 D Barrier Connection Detail Connection Pin 9/1 14 DETAIL D SCALE 1 : 3 Temporary Barrier Transition 9 of 17 Barrier Connection Details SCALE: 1:12 REV. BY:
10 Loop Bar Assembly 5 1/4" / 8 6d " 17" 432 6d /4" /4" /4" 718 6d1 Elevation View 7 9/ /4" " 15" 381 4a1 4 1/ 114 Plan View Bill Of Bars Mark Bar No. Quantity Length Material Pin Dia. 4a '-0" A615 Gr. 60.5" 6c '-11" A615 Gr " 5b '- A615 Gr " 4b '- A615 Gr. 60.5" 6d '-5" A706 Gr " 6d '-7" A706 Gr " " 203 6d '- A706 Gr " Temporary Barrier Transition 10 of / 416 6c1 Bill of Bars- Temporary Barriers SCALE: 1:8 REV. BY:
11 2 3/ /4" 156 1/ 1 3/4" E F 5e1 6e1 4e / / / / / / / e1 8 3/ /4" / / / e2 6e2 5e2 3 11/1 94 5e2 28 1/ 714 E F 30" SECTION E-E SCALE 1 : 30 Elevation View 10 5/ / e1 Upstream Downstream 6e1 160" 4064 Plan View SECTION F-F SCALE 1 : 30 Temporary Barrier Transition 11 of 17 Note: (1) All rebar positioned with minimum of clear cover. California Permanent Barrier SCALE: 1:30 REV. BY:
12 156 1/ e1 R2 3/ /4" 134 R2 11/ / / / 1 R1 9/ / / " / /1 401 R1 1/4" 32 4e1 5e2 6e2 26 7/ e1 Bill Of Bars Mark Bar No. Quantity Material 4e A615 Gr. 60 Temporary Barrier Transition 12 of 17 5e A615 Gr. 60 5e A615 Gr. 60 6e A615 Gr. 60 6e A615 Gr. 60 Bill of Bars- California Permanent Barrier SCALE: 1:18 REV. BY:
13 2 1/ 64 1/4"[6] E " 1/ 13 1/ 13 1/4" 4" / / / / / 10 Connection Pin ASTM A36 Steel Asphalt Pin 1 1/4" 32 ASTM A36 Steel 6 5/ / / / / " 20" Top View Temporary Barrier Transition 13 of 17 Front View Blockout Side View Note: Trim blockout to fit. Connection Pin, Asphalt Pin, and Blockout Detail View SCALE: 1:8 REV. BY:
14 6 1/4" / /1 78 4" / 38 5" / 241 G 49 11/ Continuous weld on top edges and end plate 10" 254 End Plate Gusset 1 Gusset 2 Galvanized after welding for final design, paint for test version Gusset 3 Gusset G 9" 228 9" 9" 9" /4" /1 161 Notes: (1) (2) Four gussets and end plate are stitch welded on three sides. Two triangular side plates are stitch welded to top plate, end plate, and gussets. 84 Temporary Barrier Transition Cap Rail Transition 14 of 17 9" 228 SECTION G-G SCALE: 1:8 REV. BY:
15 6 1/ " / " / / 206 End Plate 12-Gauge ASTM A / Side Plate 12-Gauge ASTM A36 9 1/ / /4" / / 206 3/4" 3/4" 50 5/ " 254 Top Plate 12-Gauge ASTM A36 Temporary Barrier Transition Cap Side, Top, and End Plates 15 of 17 SCALE: 1:12 REV. BY:
16 6 5/ / / / / / Gusset 1 12-Gauge ASTM A Gusset 2 12-Gauge ASTM A36 7 1/ / / / / / Gusset 3 12-Gauge ASTM A36 Gusset 4 12-Gauge ASTM A36 Temporary Barrier Transition Gussets 16 of 17 SCALE: 1:8 REV. BY:
Midwest Roadside Safety Facility
43" Bridge Pit 44 1/2" 1130 175'-0" 53340 8 Spaces @ 75" = 50'-0" 15240 6'-3" 40" 105 1016 (typ.) 22 Spaces @ 37 1/2" = 68'-" 2055 12" 4877 Spaces @ 75" = 56'-3" 17145 35" 88 1 2 3 4 5 6 7 8 11 13 15 17
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22860 900" D D 914 36" 1000 39 3/8" SOIL AND TARMAC CUT-OUT CONCRETE TARMAC BRIDGE DECK B PLAN VIEW C A C 15 20 [3/4"] Deck Gap BRIDGE DECK A 3900 153 1/ Impact 30V 45720 1800" 34290 13" 11430 4" RAIL
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4" 1092 175'-0" 540 Bridge Pit 44 1 2 " 110 8 Spaces @ 75" = 50'-0" 15240 22 Spaces @ 7 1/ = 68'-9" 20955 9 Spaces @ 75" = 56'-" 17145 6'-" 1905 (typ.) 40" 1016 5" 99" 889 2515 1 2 4 5 6 7 8 9 11 1 10
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60960 10 9 7* 6* 5* 4* 3* 2 1 Elevation View Bridge Pit 3214.3 6197.6 A 304. A 1300.2 25 TRAFFIC SIDE Sections 1 and 10 only anchored into concrete pad with 9 A36 25.4 x 394mm long unthreaded steel rods
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Downstream End Upstream End 28 Spaces @ 75" [05] = 175'-0" [53340] 29 28 27 26 25 24 23 22 21 20 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 25 75" 05 (Typ.) Impact 2270P PLAN VIEW a6 a5 a4 a3 a4 a4 a4
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PLAN VIEW C 150" 3810 37 1/2" 953 (TYP) A B C 8-FBB01 RWB01a FWR01 RWM04a FWR01 RWB01a RWM04a PSF01 FBX08a PSF01 FBX08a DETAIL A DETAIL B 1 of 7 12/5/2016 INTENDED USE The Top-Mounted Weak-Post Guardrail
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