B " 787

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1 175'0" H:1V S.B.P. 25" 635 3H:1V Slope 100'0" Soil Cut 3H:1V Slope 58" " P Impact " [05] Spacing = 75'0" [22860] 31'3" " [05] Spacing = 68'9" [20955] a6 a4 a4 a4 a4 a4 a4 a4 a4 a4 a4 a4 a4 a5 B A a6 B " 787 A Note: (1) Test shall be performed according to test designation no. 311 of MASH criteria. (2) The impact location is 243 [61] downstream from centerline of post 13 or 131 1/4" [3334] upstream from centerline of post 14. (3) BCT anchors are placed in with soil. (4) Critical region is between post nos. 7 and ( (5) (6) 3' [914] holes, then backfilled and tamped 3' holes). The compacted slope shall be constructed prior to installing the posts. Auger holes, place posts, and backfill and compact soil around the posts. Modified BCT Cable with load cell assembly to be installed at both end anchors. 31'3" MGS Long Span System Layout MGS_LSW2_R3 SCALE: 1:220 1 of 22

2 a4 a2 a3 a1 a4 a2 a3 d1 c1 c1 31" " " " 813 Ground Line 3H:1V Slope Ground Line 3H:1V Slope d2 40" " " " " 610 From UBSP Lower Post Assembly 58" 1474 SECTION AA Post Nos. 310 and 1723 SECTION BB Post Nos Culvert Not Shown 31'3" MGS Long Span 2 of 22 Post Details MGS_LSW2_R3 SCALE: 1:25

3 3H:1V Slope /16" 8574 Excavated Pit 3H:1V Slope 172" " " " 637 From UBSP Upper Post Assembly e7 15" 380 Post 13 Post 14 15" 382 Notes: (1) Back face of the UBSP Lower Post Assembly is placed flush with front face of headwall or 24" [610] away from the slope break point. (2) A 36" [914] diameter, 36" deep unreinforced concrete footer is placed underneath the headwall at the center and bend locations. 31'3" MGS Long Span 3 of 22 Pit Details MGS_LSW2_R3 SCALE: 1:50

4 28'9" /4" 1276 CC 50 1/4" F 9" 229 CC D 1" [25] Chamfer 33 1/2" 37" E D 48" /4" " 914 E 71" 1805 VIEW CCCC 36" '3" MGS Long Span 4 of 22 Part e7 Concrete Header Details MGS_LSW2_R3 SCALE: 1:50

5 23 1/2" 597 e1 e4 32" /2" 597 e1 e4 5" 127 e3 DETAIL F 31" 787 6" 152 e3 11 1/2" /2" /2" " 787 e1 e4 4 1/2" /16" 72 17" /2" 114 e3 e4 e5 4 1/2" " 432 e4 e3 17" 432 e2 17" 432 e5 11 1/2" 1 1/2" /2" 38 11" 279 e2 SECTION DD SECTION EE 31'3" MGS Long Span 5 of 22 Notes: (1) VIEW CCCC SCALE 1 : /2" [38] clear cover for all rebar. Rebar Assembly MGS_LSW2_R3 SCALE: 1:15

6 Bill of Bars Item No. QTY. Description e1 6 #4 Bar Longitudinal 345" [8763] long e2 8 #4 Bar Bent Longitudinal 80" [2032] long e3 4 #4 Bar Bent Longitudinal 50" [1270] long e4 16 #4 Bar Stirrup 93" [2362] long e5 2 #4 Bar Stirrup 75" [05] long 5" 127 5" " 356 4" /4" /4" /16" " 356 Part e2 4" " 889 Part e4 Part e5 Part e3 345" '3" MGS Long Span 6 of 22 Part e1 Bill of Bars MGS_LSW2_R3 SCALE: 1:15

7 a2 G H /16" 2332 c1 a1 Modified BCT Cable with Load Cell Assembly I Ground Line J b3 Post 17 Post 16 SPLICE DETAIL BACKSIDE Post 2 Post 1 END SECTION DETAIL BACKSIDE c2 31'3" MGS Long Span 7 of 22 DETAIL G SCALE 1 : 8 End Section & Splice Detail MGS_LSW2_R3 SCALE: 1:30

8 c4 b4 c7 b6 b5 DETAIL H b3 Ground Line c7 c8 c5 c6 DETAIL I DETAIL J 31'3" MGS Long Span 8 of 22 BCT Anchor Details MGS_LSW2_R3 SCALE: 1:6

9 12" 305 6" /4" /4" /8" 181 1" 25 Part a2 7 1/8" 181 1" 25 1/4" /4" " 305 6" /8" Alternate Blockout Option 6"x4"x14 1/4" [152x102x362] Blockout with 6"x8"x14 1/4" [152x203x362] Blockout 72" " 102 6" " 203 6" /4" /8" /4" /8" 181 6"x4"x14 1/4" [152x102x362] Blockout 6"x8"x14 1/4" [152x203x362] Blockout 31'3" MGS Long Span 9 of 22 Part a1 Post Nos. 310 and 1723 Components MGS_LSW2_R3 SCALE: 1:20

10 3/16" 5 3" 1" " /2" 1 17" /8" /8" " " " /2" /2" 140 7/8" /2" 445 6" 152 8" 203 Part b1 Part b2 31'3" MGS Long Span 10 of 22 BCT Timber Post & Foundation Tube Details MGS_LSW2_R3 SCALE: 1:16

11 8" /8" " /2" /8" 35 3/8" 10 4" 102 5/8" 16 5" 1 1/8" 127 8" Anchor Bracket End Plate Part b5 Three Sides 1/4"[6.4] 5 1/2"[140] Anchor Bracket End Plate 13/16" 21 6" /8" 60 5/32" 4 2" 51 4" 102 4" 4" 2" Part b6 SCALE 1:4 5 5/8" '3" MGS Long Span 11 of 22 Part b4 BCT Post Components & Anchor Bracket MGS_LSW2_R3 SCALE: 1:8

12 3/16"[4.8] 3/16"[4.8] Strut 75" 05 78" 81 Yoke 5 1/2" /2" 216 3/16" 5 R5/16" 8 Part b3 1/2" /4" 108 4" 102 R1/2" 13 3" 76 Yoke 1 1/2" 38 7/8"[22] x 2"[51] Slot 67" 1702 R1/2" 13 3" 76 6" 152 6"x3" [152x76] 10 Gauge [3.4] Strut 31'3" MGS Long Span 12 of 22 Ground Strut Details MGS_LSW2_R3 SCALE: 1:16

13 80 1/16" 2033 b9 b8 b7 b10 b12 b13 b11 Modified BCT Cable with Load Cell Assembly Notes: (1) 6x25 IWRC IPS cables meet the minimum breaking strength of 42.7 kips [0 kn] and may be substituted for the 6x IWRC IPS cables. 31'3" MGS Long Span 13 of 22 (2) The modified BCT cable was used for testing purposes in lieu of a standard BCT cable. Modified BCT Cable with Load Cell Assembly MGS_LSW2_R3 SCALE: 1:8

14 29 1/2" 750 b9 b8 b7 b10 15" 381 1" 25 7" /2" 64 5" /4" /2" 38 1"UNC 8 [25x3] Part b9 Standard Swaged Fitting 2 9/16" /8" 86 R 20 R1 3/8" 35 Part b7 5" Note: (1) Dimensions are not necessarily representative of the part; see final part for actual dimensions 1/4" 6 R3/8" Part b10 1 1/4" 31 31'3" MGS Long Span Modified BCT Cable MGS_LSW2_R3 SCALE: 1:4 14 of 22

15 R1 5/8" 41 R3" 76 R1 1/4" 32 R2 5/8" /8" /8" /2" 165 4" /8" 98 2" /2" 38 R1 9/16" 40 Part b12 Part b11 31'3" MGS Long Span 15 of 22 Shackle and Eye Nut MGS_LSW2_R3 SCALE: 1:4

16 d1 d6 L d3 d6 d4 d2 d6 DETAIL L SCALE 1 : 3 d5 DETAIL L (EXPLODED) SCALE 1 : 3 Universal Breakaway Steel Post Post Nos '3" MGS Long Span 16 of 22 Note: (1) Vertical throughbolts, Part d5, are to be torqued to approximately 6075 ftlb [ Nm] for ASTM A325 grade bolts. UBSP Post and Component Details MGS_LSW2_R3 SCALE: 1:12

17 d4 1/4" [6] 1/2" /2" 64 d2 d1 1/4" [6] /16" 91 d3 Universal Breakaway Steel Post Upper Post Assembly Universal Breakaway Steel Post Lower Post Assembly 31'3" MGS Long Span 17 of 22 Upper and Lower Post Assembly Details MGS_LSW2_R3 SCALE: 1:12

18 3 15/16" 100 6" /16" 148 1" /2" 64 7/16" 11 8" 203 1" 25 1/4" 6 7 1/8" 181 Part d5 30 5/8" /4" 32 1/2" 13 1/16" 2 40" 1016 Part d6 Part d1 1/2" /2" 38 1/2" 13 3/8" /2" /4" 57 Part d2 5 1/2" " " 330 Part d3 2 1/2" /2" 38 7" /2" 38 10" 2" " 330 Part d4 2 1/2" 64 1/2" 13 Note: (1) 3/8" [10] Weep Hole is to be drilled in the steel plate (Part d4) to allow for draining of the hot zinc coating during the galvanization process. 31'3" MGS Long Span UBSP Component Details MGS_LSW2_R3 SCALE: 1:12 18 of 22

19 14" 356 4" /4" /16" 26 5/8" 16 5/8" 16 Part c1 11/16" Part c2 10" 254 4" 102 Part c7 1/8" 4 5/8" 16 Part c3 1 1/2" 38 5/8" 16 15/16" Part c4 10" /4" 159 Part c8 1/8" 3 5/8" 16 8" 203 Part c5 2 1/2" 64 31'3" MGS Long Span of 22 7/8" 22 Part c6 Fasteners MGS_LSW2_R3 SCALE: 1:8

20 87 1/2" 2223 R1/2" [13] x 1 1/4" [32] Slot 8 1/2" 216 2" /2" /2" 953 M [] x 2 1/2" [64] Slot Part a /2" 4128 DETAIL M SCALE 1 : /4" 159 4" 102 [] x 2 1/2" [64] Slot Part a4 59" 1499 N 162 1/2" 4128 [] DETAIL N SCALE 1 : /2" 953 [] x 2 1/2" [64] Slot Part a6 31'3" MGS Long Span 20 of 22 Rail Section Details MGS_LSW2_R3 SCALE: 1:30

21 Item No. QTY. Description Material Specification Hardware Guide Designation a1 15 W6x8.5 [W152x12.6] or W6x9 [W152x13.4], 72" Long [1829] Steel Post ASTM A992 Steel Galv., ASTM A36 Steel Galv. PWE06 a2 21 6x12x14 1/4" [152x305x368] Timber Blockout for Steel Posts SYP Grade No.1 or better PDB10ab a D Double Head Nail a '6" [3810] WBeam MGS Section 12 gauge [2.7] AASHTO M180 Galv. RWM04a a5 1 6'3" [05] WBeam MGS Section 12 gauge [2.7] AASHTO M180 Galv. a6 2 12'6" [3810] WBeam MGS End Section 12 gauge [2.7] AASHTO M180 Galv. b1 4 BCT Timber Post MGS Height SYP Grade No. 1 or better (No knots, 18" [457] above or below ground tension face) b2 4 72" [1829] Long Foundation Tube ASTM A500 Grade B Galv. PTE06 b3 2 Strut and Yoke Assembly ASTM A36 Steel Galv. b4 2 Anchor Bracket Assembly ASTM A36 Steel Galv. FPA01 b5 2 8"x8"x5/8" [203x203x16] Anchor Bearing Plate ASTM A36 Steel Galv. FPB01 b /8" [60] O.D. x 6" Long [152] BCT Post Sleeve ASTM A53 Grade B Schedule 40 Galv. FMM02 b HT Mechanical Splice [] Dia. As Supplied a2 4 6x IWRC IPS Wire Rope IPS Galvanized b9 4 BCT Anchor Cable End Swage Fitting Grade 5 Galvanized b10 4 Crosby Heavy Duty HT [] Dia. Cable Thimble Stock No Galvanized h5 4 Crosby G2130 or S2130 Bolt Type Shackle 1 1/4" [32] Dia. with thin head bolt, nut, and cotter pin, Grade A, Class 3 Stock Nos and As Supplied b12 4 Chicago Hardware Drop Forged Heavy Duty Eye Nut Drilled and Tapped 1 1/2" [38] Dia. UNF 12 [M36] As Supplied, Stock No. 107 h7 2 TLL50KPTB Load Cell c1 21 5/8" [16] Dia. UNC, 14" [356] Long Guardrail Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBB06 c /8" [16] Dia. UNC, 1 1/4" [32] Guardrail Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBB01 c3 4 5/8" [16] Dia. UNC, 10" [254] Long Guardrail Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBB03 c4 16 5/8" [16] Dia. UNC, 1 1/2" [38] Long Hex Head Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBX16a c5 4 5/8" [16] Dia. UNC, 10" [254] Long Hex Head Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBX16a c6 4 7/8" [22] Dia. UNC, 8" [203] Long Hex Head Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. c7 44 5/8" [16] Dia. Plain Round Washer ASTM F844 Galv. FWC14a c8 8 7/8" [22] Dia. Plain Round Washer ASTM F844 Galv. 31'3" MGS Long Span 21 of 22 Bill of Materials MGS_LSW2_R3 SCALE: None

22 Item No. QTY. Description Material Specification Hardware Guide Designation d1 6 W6x8.5 [W152x12.6] or W6x9 [W152x13.4], 30 5/8" [778] Long Steel Post ASTM A992 Steel Galv. PWE11 d2 6 6"x8"x3/16" [152x203x5], 40" [1016] Long Steel Tube ASTM A500 Steel Grade B Galv. PTE08 d3 6 13"x5 1/2"x [330x140x] Upper Base Plate ASTM A36 Steel Galv. PWE11 d4 6 13"x7"x1/2" [330x178x13] Lower Base Plate ASTM A36 Steel Galv. PTE08 d5 24 7/16" [11] Dia. UNC, 2 1/2" [64] Long Hex Tap Bolt (Fully Threaded) and Nut Bolt SAE J449 Grade 5/ASTM A325 Galv., Nut ASTM A563DH Galv. d6 96 7/16" [11] Dia. Plain Round Washer ASTM F844 Galv., ASTM F436 Type 1 Galv. e1 6 #4 Bar Longitudinal 345" [8763] long Grade 60 Steel e2 8 #4 Bar Bent Longitudinal 80" [2032] long Grade 60 Steel e3 4 #4 Bar Bent Longitudinal 50" [1270] long Grade 60 Steel e4 16 #4 Bar Stirrup 93" [2362] long Grade 60 Steel e5 2 #4 Bar Stirrup 75" [05] long Grade 60 Steel e6 Concrete Minimum f'c=4000 psi e7 3 36" [914] Dia., 36" Long Unreinforced Concrete Footer Minimum f'c=4000 psi 31'3" MGS Long Span 22 of 22 Bill of Materials MGS_LSW2_R3 SCALE: None

23 System: MGS Long Span Drawing: MGS_LSW2 Revision History REV. DATE OF ISSUE Page NATURE OF CHANGES REVIEWER REVISED BY R0 Started drawing from MGS_LSW_R9 R1 5/22/ Added impact notes; added dimensions to locate impact point KAL 7 Deleted text over drawing title R2 5/22/ Fixed bill of materials table KAL 22 Fixed bill of materials table 1 Fixed typo. R3 10/4/ Added hardware guide details. KAL DTM 22 Added hardware guide details.

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