2 Spaces @ 75" [05]= 150" 3810 4 Spaces @ 3 Spaces @ 4 Spaces @ 18.75" 37.5" [953]= 37.5" [953]= [476] 112 1/2" 150" = 75" 2857 3810 [05] 18 476 7 Spaces @ 75" [05]=525" [13335] 21 20 18 17 1615 14 1312 11 10 9 8 7 6 5 4 3 2 1 Concrete Soil Impact of 1100C Vehicle 18 [476] downstream of centerline of post 7. 12'- 3810 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'- 3810 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 Spaces @ 75" [05] = 12'- [3810] Concrete 3 Spaces @ 37.5" [953] = 9'-4 1/2" [2857] Soil 4 Spaces @ 18.75" [476] = 6'-3" [05] 3 Spaces @ 37.5" [953] = 9'-4 1/2" [2857] 21 20 18 17 16 15 14 13 12 11 10 9 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" c3 3810 c3 3810 05 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:
87 1/2" 2223 6 3/1 37 1/2" 953 37 1/2" 953 J 157 R3/8"x2 1/2" [10x64] Slots (Typ.) 5 15/1 I R1/2"x1 1/4 [12x32] Slots (Typ.) 151 12 5/1 313 15/1 507 SECTION I-I SCALE 1 : 12 SECTION J-J SCALE 1 : 12 J 12 1/2" 318 10-gauge Section 62 1/2" 1588 4 1/ 107 I 3 of 20 Asymmetrical W-Beam to Thrie Beam Transition Rail Section Detail SCALE: 1:10 REV. BY:
92 7/8" 2359 26 679 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:
1" 25 1" 25 1/ 6 3 15/1 100 7 1/8" 181 5 13/1 148 12" 305 1" 25 1" 25 1/ 6 7 1/8" 181 7 5/8" 4 (Typ.) 5 13/1 148 12" 305 72" 1829 14 1/ 362 7 1/8" 181 1 44 72" 1829 " 483 1 44 7 5/8" 4 (Typ.) 4 1/ 108 BLOCKOUT Post 3-9 Part a2 PROFILE VIEW BLOCKOUT Post 10-15 Part a3 PROFILE VIEW POST 3-9 W6x8.5 [Wx12.6] Part f1 POST 10-15 W6x8.5 [Wx12.6] Part f2 5 of 20 Posts 3-15 Details SCALE: 1:20 REV. BY:
e15 e17 e15 e17 e17 e14 e14 e14 2'-7" 788 24 7/8" 632 32" 813 31" 788 No bolt 32" 813 2'-7" 32" 813 40" 1016 40" 1016 40" 1016 SECTION A-A Post 3-9 SECTION B-B Post 10 SECTION C-C Post 11-15 6 of 20 Posts 3-15 Details with Rail SCALE: 1:20 REV. BY:
1 44 7 5/8" 4 e13 30 15/1 787 e17 28 7/8" 733 8" 203 1 44 7 5/8" 4 (Typ.) 2 1/8" 53 3" 76 31" 788 e13 e17 Bridge Cap Rail Terminator 28 7/8" 733 (Typ.) 8 2134 1 44 4 1/8" 105 (Typ.) 8 2134 17 1/ 438 " 483 7 5/8" 4 55 1/8" 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:
1 44 3" 76 1 1/2" 38 7 5/8" 4 3 95 31 1/8" 790 18 17 (Typ.) (Typ.) 8" 203 31" 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 e5 8 2134 3 3/8" 86 1 44 15" 381 7 5/8" 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:
3 7/8" 99 1 356 e2 e1 e2 TOP VIEW 3" 76 c3 1 7/8" 47 1 7/8" 47 e6 1/ 6 e4x2 e6 e5 e4x2 e5 e6 b5 1 44 7 5/8" 4 3" 76 13 5/8" 346 31" 788 3" 76 e5 e4x2 30 7/8" 784 1 1/ 32 29 7/8" 758 c4 c5 3/8" [9.5] 10" 254 10" 254 10" 254 PROFILE VIEW WITH GUARDRAIL Bridge Rail Details 9 of 20 SCALE: 1:14 REV. BY:
W6x15 [Wx22.3] 6 3/1 157 Thru one flange 3" 76 2 1/2" 64 153 13 5/8" 346 7 5/8" 4 1 44 1 7/8" 47 1 7/8" 47 PROFILE VIEW Thru both flanges 2" 51 Steel Blockout Part c4 7 5/8" 4 29 5/8" 752 12" 305 W6x20 [Wx29.8] 2" 51 2" 51 PROFILE VIEW 1 356 10" 254 1 1/8" 29 (TYP) Steel Post Part c5 10 of 20 1 1/ [32] Plate Connector Plate Part c6 Bridge Rail Details SCALE: 1:10 REV. BY:
155" 3937 1 7/8" 48 2 70 68" 1727 2 70 4 1/ 108 70 1797 4 1/ 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 5/1 33 3 1/2" 89 3 5/1 84 1/ [6.4] b8 2 1/2" 64 10 1/2" 267 1 44 1 5/8" 41 4 1118 26 680 80 3 1/2" 89 10.0 9 15/1 252 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:
3 1/2" 89 6 1/ 159 3/8" 10 3 95 9" 229 2" 51 2 1/2" 64 Bent Plate Connector L 6 1/x9"x3/8" [L 159x229x10] Part b3 x1 5/8" Slot [x41] 3 1/8" 79 1 9/1 40 1 9/1 40 3 1/8" 79 2" 51 3 1/2" 89 5/1 8 2 1/2" 64 1 1/8" 29 2" 51 3 1/2" 89 1 1/8" 29 4 121 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" 64 4 1/2" 114 3/8" 10 1 1/2" 38 2 1/ 57 3/8" 10 1 11/1 43 1 5/8" 41 13" 330 2 70 9" 229 (TYP) 5 7/8" 149 2 1/2" 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:
TS 8x6x0.1875 [TS 203xx4.7] 3" 76 1" 25 8" 203 5 1/2" 140 2 70 7 1/8" 181 3 95 7 1/2" 1 17" 432 28 1/2" 724 23 7/8" 606 4 1168 2 1/2" 64 72" 1829 7/8" 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:
80" 2032 50" 1270 [.1] (6x) Cable Cable End 1" [25] Heavy Hex Nut A325 K BCT Anchor Cable (FCA01) Part d1 1" [25] Washer A325 7" 178 15" 381 5" 127 8" 203 5/8" 16 8" 203 5" 127 1 1/8" 29 1"-8UNC [M24] Threaded Entire Length DETAIL K SCALE 1 : 5 1 1/2" 38 1 1/ 32 PROFILE VIEW Anchor Cable Bearing Plate (FPB01) Part d2 BCT Anchor Cable Detail 14 of 20 SCALE: 1:10 REV. BY:
8 1/ 210 5 1/2" 140 3/1 5 R5/1 8 R7/1x2" 11 1 406 Yoke Detail C6x8.2 [Cx12.2] R1" 25 3" 76 2" 51 2" 51 55.0 5 5/8" 143 1 [44] 67" 1702 Strut Detail Anchor Bracket Part c2 1" 25 3/1 [4.7] 3/1 [4.7] 1 1/2" 38 2 70 3" 76 3/8" 10 1 3/8" 35 1 1/8" 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:
37 1/2" 953 162 1/2" 4128 M 6 1/ 159 12'- [3810] MGS W-Beam, 12 gauge Part d4 DETAIL M SCALE 1 : 15 (Typ.) R1/2"x1 1/ Slot (Typ.) [13x32] 43 1111 312 1/2" 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:
87 1/2" 2223 18- (Typ.) 476 x2 1/2" Slot [x64] 6'-3" [05] Thrie Beam Section, 12 gauge, 1/4 Post Spacing Part d5 162 1/2" 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:
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 - 10-15 a4 2 6x8x" [x305x483] Blockout - Post SYP Grade No.1 or better - 16-17 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:
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 - e4 116 5/8"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 e14 18 5/8"Dia. x 1 [M16x356] long Guardrail Bolt Grade A307 FBB06 e15 8 16D Double Head Nail - - e16 66 5/8"Dia. x 1 1/2" [M16x38] Guardrail Bolt Grade A307 FBB01 e17 92 5/8"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. 10-15 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:
Isometric System View 20 of 20 SCALE: 1:105 REV. BY: