Midwest Roadside Safety Facility

Transcription

1 2 75" [05]= 150" " 37.5" [953]= 37.5" [953]= [476] 112 1/2" 150" = 75" [05] " [05]=525" [13335] Concrete Soil Impact of 1100C Vehicle 18 [476] downstream of centerline of post 7. 12' Thrie Beam Section 12-gauge 12'- [3810] Two Nested Thrie Beam Sections 12-gauge F 6'-3" 05 Thrie Beam Section 12-gauge C 6'-3" 05 Asymmetrical 10-gauge W-beam to Thrie Transition 12'- [3810] MGS W-Beam Section 12-gauge 12' MGS W-Beam Section 12-gauge 25'-0" 7620 MGS W-Beam Section 12-gauge End Section A G E D B G E D B F C A W6x15 [Wx22.3] Steel Posts 8 [2134] long with 6x8x" [x203x483] W6x15 [x22.3] Timber Blockouts Steel Post 8 [2134] long with 6x8x15" [x203x381] Timber Blockout W6x20 [x29.8] Steel Bridge Posts with W6x15 [x22.3] Steel Blockouts W6x8.5 [Wx12.6] Steel Posts 72" [1829] long with 6x12x" [x305x483] Timber Blockouts W6x8.5 [Wx12.6] Steel Posts 72" [1829] long with 6x12x14 1/ [x305x362] Blockouts BCT posts in 6' [1829] long (galvanized) foundation tubes, ground line strut, and BCT cable anchor System Layout SCALE: 1:110 1 of 20 REV. BY:

2 2 75" [05] = 12'- [3810] Concrete " [953] = 9'-4 1/2" [2857] Soil " [476] = 6'-3" [05] " [953] = 9'-4 1/2" [2857] Bridge Cap Rail Bridge Transition Cap Rail 31" 788 Bridge Cap Rail Terminator 31 1/8" 790 Asymmetrical 10-Gauge 2 Nested 12 Gauge 12-Gauge W-Beam to 12 Gauge Thrie Beam Thrie Beam Thrie Beam Thrie Beam Transition 12'- 12'- 6'-3" 6'-3" c c d5 a1 05 W6x20 [Wx29.8] Steel Bridge Posts with W6x15 [Wx22.3] Steel Blockouts W6x15 [Wx22.3] Steel Post 8 [2134] long with 6x8x15" [x203x381] Timber Blockout W6x8.5 [Wx12.6] Steel Posts 72" [1829] long with 6x12x" [x305x483] Timber Blockouts W6x8.5 [x12.6] Steel Post 72" [1829] long with 6x12x14 1/ [x305x362] Timber Blockout W6x15 [Wx22.3] Steel Posts 8 [2134] long with 6x8x" [x203x483] Timber Blockouts Transition Detail 2 of 20 SCALE: 1:50 REV. BY:

3 87 1/2" /1 37 1/2" /2" 953 J 157 R3/8"x2 1/2" [10x64] Slots (Typ.) 5 15/1 I R1/2"x1 1/4 [12x32] Slots (Typ.) / /1 507 SECTION I-I SCALE 1 : 12 SECTION J-J SCALE 1 : 12 J 12 1/2" gauge Section 62 1/2" / 107 I 3 of 20 Asymmetrical W-Beam to Thrie Beam Transition Rail Section Detail SCALE: 1:10 REV. BY:

4 92 7/8" e4x2 e12 e6 e4 e13 e17 e16 e17 e14 e17 d2 d6 d1 c1 c2 e11 b2 e4 c2 2'-7" 24 7/8" 632 H e8 e10 e9 b1 SPLICE DETAIL Post 1 Post 2 END RAIL DETAIL 4 of 20 DETAIL H SCALE 1 : 15 Splice Detail End Rail Detail SCALE: None REV. BY:

5 1" 25 1" 25 1/ / /8" / " 305 1" 25 1" 25 1/ 6 7 1/8" /8" 4 (Typ.) 5 13/ " " / /8" " 1829 " /8" 4 (Typ.) 4 1/ 108 BLOCKOUT Post 3-9 Part a2 PROFILE VIEW BLOCKOUT Post Part a3 PROFILE VIEW POST 3-9 W6x8.5 [Wx12.6] Part f1 POST W6x8.5 [Wx12.6] Part f2 5 of 20 Posts 3-15 Details SCALE: 1:20 REV. BY:

6 e15 e17 e15 e17 e17 e14 e14 e14 2'-7" /8" " " 788 No bolt 32" 813 2'-7" 32" " " " 1016 SECTION A-A Post 3-9 SECTION B-B Post 10 SECTION C-C Post of 20 Posts 3-15 Details with Rail SCALE: 1:20 REV. BY:

7 /8" 4 e /1 787 e /8" 733 8" /8" 4 (Typ.) 2 1/8" 53 3" 76 31" 788 e13 e17 Bridge Cap Rail Terminator 28 7/8" 733 (Typ.) /8" 105 (Typ.) / 438 " /8" /8" 1400 (Typ.) BLOCKOUT Post 16 & Post 17 Part a4 55 1/8" 1400 POST 16 W6x15 [Wx22.3] Part f3 PROFILE VIEW SECTION D-D PROFILE VIEW POST 17 W6x15 [Wx22.3] Part f4 SECTION E-E 7 of 20 Posts 16 & 17 Detail SCALE: 1:20 REV. BY:

8 1 44 3" /2" /8" /8" (Typ.) (Typ.) 8" " e13 [787] 21" [533] e17 b5 Bridge Cap Rail Angle Connector Part b4 e5 e6 e4x2 e4 Bent Plate Connector Part b3 e6 e5 b6 e4x2 e6 e7 b7 e4x2 e6 e /8" " /8" 4 (Typ.) 55 1/8" 1400 PROFILE VIEW BLOCKOUT Post 18 Part a5 POST 18 W6x15 Part f5 SECTION F-F CAP RAIL DETAILS 8 of 20 Cap Rail Hardware Details Post 18 Detail SCALE: 1:20 REV. BY:

9 3 7/8" e2 e1 e2 TOP VIEW 3" 76 c3 1 7/8" /8" 47 e6 1/ 6 e4x2 e6 e5 e4x2 e5 e6 b /8" 4 3" /8" " 788 3" 76 e5 e4x2 30 7/8" / /8" 758 c4 c5 3/8" [9.5] 10" " " 254 PROFILE VIEW WITH GUARDRAIL Bridge Rail Details 9 of 20 SCALE: 1:14 REV. BY:

10 W6x15 [Wx22.3] 6 3/1 157 Thru one flange 3" /2" /8" /8" /8" /8" 47 PROFILE VIEW Thru both flanges 2" 51 Steel Blockout Part c4 7 5/8" /8" " 305 W6x20 [Wx29.8] 2" 51 2" 51 PROFILE VIEW " /8" 29 (TYP) Steel Post Part c5 10 of / [32] Plate Connector Plate Part c6 Bridge Rail Details SCALE: 1:10 REV. BY:

11 155" /8" " / / 108 8" 203 x2" Slot [x51] Bridge Cap Rail C8x11.5 [C203x17.1] Part b5 2 1/2" 64 x2"slot [x51] TS 3 1/2"x3 1/2"x1/ [TS 89x89x6.4] 1 5/ /2" /1 84 1/ [6.4] b8 2 1/2" /2" /8" /2" /1 252 Bridge Cap Rail Transition C8x11.5 [C203x17.1] Part b6 Bridge Cap Rail Terminator Bridge Cap Rail Terminator Tube Part b7 Bridge Rail Details 11 of 20 SCALE: None REV. BY:

12 3 1/2" / 159 3/8" " 229 2" /2" 64 Bent Plate Connector L 6 1/x9"x3/8" [L 159x229x10] Part b3 x1 5/8" Slot [x41] 3 1/8" / / /8" 79 2" /2" 89 5/ /2" /8" 29 2" /2" /8" Cap Rail Angle L 3 1/2"x3 1/2"x 5/1 [L 89x89x8] Part b4 x 1 5/8" Slot [x41] 2 1/2" /2" 114 3/8" /2" / 57 3/8" / /8" 41 13" " 229 (TYP) 5 7/8" /2" 64 Bridge Cap Rail Terminator Plate Part b8 Splice Plate Part b9 x 1 5/8" Slot [x41] Bridge Rail Details 12 of 20 SCALE: 1:8 REV. BY:

13 TS 8x6x [TS 203xx4.7] 3" 76 1" 25 8" /2" /8" /2" 1 17" /2" /8" /2" 64 72" /8" 22 PROFILE VIEW BCT (MGS) Timber Post Part b2 PROFILE VIEW 13 of 20 Foundation Tube Part b1 BCT Timber Posts & Foundation Tube Detail SCALE: 1:16 REV. BY:

14 80" " 1270 [.1] (6x) Cable Cable End 1" [25] Heavy Hex Nut A325 K BCT Anchor Cable (FCA01) Part d1 1" [25] Washer A325 7" " 381 5" 127 8" 203 5/8" 16 8" 203 5" /8" 29 1"-8UNC [M24] Threaded Entire Length DETAIL K SCALE 1 : 5 1 1/2" / 32 PROFILE VIEW Anchor Cable Bearing Plate (FPB01) Part d2 BCT Anchor Cable Detail 14 of 20 SCALE: 1:10 REV. BY:

15 8 1/ /2" 140 3/1 5 R5/1 8 R7/1x2" Yoke Detail C6x8.2 [Cx12.2] R1" 25 3" 76 2" 51 2" /8" [44] 67" 1702 Strut Detail Anchor Bracket Part c2 1" 25 3/1 [4.7] 3/1 [4.7] 1 1/2" " 76 3/8" /8" /8" 29 Anchor Bracket Bearing Plate 75" 05 78" 81 Ground Strut Part c1 Ground Strut & Anchor Bracket Details 15 of 20 SCALE: None REV. BY:

16 37 1/2" /2" 4128 M 6 1/ '- [3810] MGS W-Beam, 12 gauge Part d4 DETAIL M SCALE 1 : 15 (Typ.) R1/2"x1 1/ Slot (Typ.) [13x32] /2" 7938 N DETAIL N SCALE 1 : 15 25' [7620] MGS W-Beam End Section, 12 gauge Part d3 93" 2362 x2 1/2" Slots (Typ.) Rail Section Details 16 of 20 SCALE: 1:31 REV. BY:

17 87 1/2" (Typ.) 476 x2 1/2" Slot [x64] 6'-3" [05] Thrie Beam Section, 12 gauge, 1/4 Post Spacing Part d /2" 4128 O 18 (Typ.) x2 1/2" Slot (Typ.) 476 [x64] O SECTION O-O 12'- [3810] Thrie Beam Section, 12 gauge, 1/4 Post Spacing Part c3 Rail Section Details 17 of 20 SCALE: 1:30 REV. BY:

18 Midwest Guardrail System with Standard Post Spacing Item No. QTY. Description Material Spec Hardware Guide a1 1 6'-3" [05] W-Beam to Thrie-Beam Transition Section 10 gauge AASHTO M180 - a2 7 6x12x14 1/ [x305x362] Blockout SYP Grade No.1 or better - 6x12x" [x305x483] Blockout - Post a3 6 SYP Grade No.1 or better a4 2 6x8x" [x305x483] Blockout - Post SYP Grade No.1 or better a5 1 6x8x15" [x305x381] Blockout - Post SYP Grade No.1 or better - 18 b1 2 72" [1829] Foundation Tube A500 Grade B PTE05 b2 2 BCT Timber Post -MGS Height SYP Grade No. 1 or better PDF01 b3 2 Bridge Cap Rail Bent Plate Connector 6 1/4x9x3/8" [159x229x9.5] A36 Steel - b4 6 Bridge Cap Rail Angle 3 1/2x3 1/2x5/1 [89x89x7.9] A36 Steel - b5 1 Bridge Cap Rail C8x11.5 [C203x17.1] A36 Steel - b6 1 Bridge Cap Rail C8x11.5 [C203x17.1] A36 Steel - b7 1 Bridge Cap Rail Terminator Tube 3 1/2x3 1/2x1/ [89x89x6.4] A36 Steel - b8 1 Terminator Plate 9x4 1/2x3/8" [229x114x9.5] A36 Steel - b9 1 Bridge Cap Rail Splice Plate 5 7/8x13x3/8" [149x330x9.5] A36 Steel - c1 1 Strut and Yoke Assembly A36 Steel PFP01 c2 1 Anchor Bracket A36 Steel FPA01 c3 3 12'- [3810] Thrie Beam Section - 1/2 Post Spacing 12 gauge AASHTO M180 - c4 3 W6x15 [Wx22.3] Steel Bridge Blockout A36 Steel - c5 3 W6x20 [Wx29.8] Steel Bridge Post A36 Steel - c6 3 12x14x1 1/ [305x356x32] Bridge Cap Connector Plate A36 Steel - d1 1 BCT Anchor Cable 6' [1829] Long 6x Cable FCA01 d2 1 8x8x5/8" [203x203x15.9] Anchor Bearing Plate A36 Steel FPB01 d3 1 25' [7620] W-Beam MGS End Section 12 gauge AASHTO M180 - d4 2 12'- [3810] W-Beam MGS Section 12 gauge AASHTO M180 - d5 1 d6 1 6'-3" [05] Thrie Beam Section - 1/2 Post Spacing 2 3/8" [60] O.D.x [] long BCT Hole insert 12 gauge AASHTO M180 - ASTM A53 Grade B Schedule 40 FMM02 Bill of Materials 18 of 20 SCALE: None REV. BY:

19 Midwest Guardrail System with Standard Post Spacing Item No. QTY. Description Material Spec Hardware Guide e1 20 1"Dia. [25] Flat Washer Grade 5 FWC24a e2 20 1"Dia. [25] Heavy Hex Nut Grade 5 A325 or A449 Substitute e3 18 1"Dia. [25] Threaded Rod Grade A307 - e /8"Dia. [15.9] Flat Washer Grade 5 - e5 42 5/8"Dia. x 2" [M16x51] long Hex Head Bolt Grade 5 FBX16a e6 54 5/8"Dia. [15.9] Hex Nut Grade 5 A325 or A449 Substitute e7 2 5/8"Dia. x 5" [M16x127] long Hex Head Bolt Grade 5 FBX16a e8 4 7/8"Dia. [22.2] Flat Washer Grade 5 FWC22a e9 2 7/8"Dia. [22.2] Hex Nut Grade 5 FBX22a e10 2 7/8"Dia. x 7 1/2" [M22x1] long Hex Head Bolt Grade 5 FBX22a e11 2 5/8"Dia. x 10" [M16x254] long Hex Head Bolt Grade 5 FBX16a e12 8 5/8"Dia. x 1 1/2" [M16x38.1] long Hex Head Bolt Grade 5 FBX16a e13 8 5/8"Dia. x 10" [M16x254] long Guardrail Bolt Grade A307 FBB03 e /8"Dia. x 1 [M16x356] long Guardrail Bolt Grade A307 FBB06 e D Double Head Nail - - e /8"Dia. x 1 1/2" [M16x38] Guardrail Bolt Grade A307 FBB01 e /8"Dia. [15.9] Guardrail Nut Grade 5 - f1 7 f2 6 W6x8.5 [Wx12.6] 72" [1829] long - Post Nos. 3-9 W6x8.5 [Wx12.6] 72" [1829] long - Post Nos A36 Steel - A36 Steel - f3 1 W6x15 [Wx22.3] 8 [2134] long - Post No. 16 A36 Steel - f4 1 W6x15 [Wx22.3] 8 [2134] long - Post No. 17 A36 Steel - f5 1 W6x15 [Wx22.3] 8 [2134] long - Post No. 18 A36 Steel - Bill of Materials of 20 SCALE: None REV. BY:

20 Isometric System View 20 of 20 SCALE: 1:105 REV. BY: