Midwest Roadside Safety Facility

Transcription

1 C 1690" A " " 3810 G E F F C D D G E Impact 2270P 17 75" [1905] Spacing = 106' 3" [32385] /2" a3 a2 a2 a2 a2 a2 Nested a2 Nested a2 Nested a2 Nested a2 Nested a2 B d1 d1 d1 d1 d1 d1 d1 d1 d1 d1 d1 Notes: (1) Test shall be performed according to test designation no of MASH criteria. (2) (3) The impact location is 12'6" [3810] upstream from the centerline of the end shoe. Centerline of the end shoe is taken as the center of the single bolt closest to the column of bolts. See Detail B for reference. The front edge of the soil pit should be at least 5' [1524] from the center of each post. The distance can be adjusted as long as the PCB system does not cross the front edge of the soil pit. 1 of 36 (4) Critical region is between post nos. 1 through 4 ( 3' holes). (5) (6) BCT anchors are placed in tamped with soil. 3' [914] holes, then backfilled and Guardrail should be lapped such that upstream guardrail is behind downstream guardrail. System Layout SCALE: 1:300 REV. BY:

2 48" " [152] Deep Compacted Crushed Limestone Material (See Note 2) 150" " " 305 Front Edge of Soil Pit (See Note 1) Impact Notes: (1) The front edge of the soil pit should be at least 5' [1524] from the center of each post. The distance can be adjusted as long as the PCB system does not cross the front edge of the soil pit. (2) The compacted crushed limestone material must meet AASHTO Grade B soil specifications. The length of this limestone material pit is up to the discretion of the test site manager. 2 of 36 Soil Pit Detail SCALE: 1:120 REV. BY:

3 28 1/ /16" /16" /16" 43 7/16" 9 7/16" /8" H 9 1/2" 9 7/16" /2" / (15 : 1 Taper) a2 W 3 f14 a1 2 f " / 146 f13 c2 DETAIL A c3 12 1/ 311 c4 39 9/16" / 323 c /16" 323 I f13 f12 d2 DETAIL B SCALE 1 : 14 CL for end of shoe DETAIL B (GUARDRAIL HIDDEN) SCALE 1 : 14 3 of 36 Note: (1) All bolt hole measurments in the concrete barrier are field measured and drilled. Detail SCALE: 1:60 REV. BY:

4 g2 f14 DETAIL W (PORTABLE CONCRETE BARRIER HIDDEN) BACKSIDE DETAIL DETAIL W 4 of 36 10/20/201 6 W-Beam End Shoe Detail SCALE: 1:7 REV. BY:

5 J 51 1/2" /8" 2423 g2 32" 813 f7 b3 BCT Cable with Load Cell Assembly K b1 Ground Line L String Potentiometer Attachment b2 SECTION C-C 5 of 36 End Section Detail SCALE: 1:20 REV. BY:

6 75" 1905 M a5 a6 a4 a6 a5 a2 f1 32" 813 a4 f1 32" " 788 Ground Line Ground Line SECTION D-D SECTION E-E f6 6 of 36 DETAIL M SCALE 1 : 8 Splice and Post nos Detail SCALE: 1:20 REV. BY:

7 75" 1905 a4 a6 a5 a2 N a5 a6 f1 32" 813 f1 32" " 788 Ground Line a4 Ground Line SECTION F-F SECTION G-G f14 7 of 36 DETAIL N SCALE 1 : 8 Splice and Post nos Detail SCALE: 1:20 REV. BY:

8 c1 f / / 323 f2 c2 d2 g1 f12 f13 DETAIL H SCALE 1 : 7 Notes: (1) Each blockout mounting plate (part c1) uses two diagonal power wedge bolts (part f15). (2) Four 1 1/8" [29] holes are field drilled through the PCB for the bolts (parts f12, f13, and f14) used to mount the connector plate. DETAIL I Part g1 8 of 36 Connection Detail SCALE: 1:11 REV. BY:

9 f9 b6 g2 b4 b5 h1 DETAIL J g3 g2 f10 b3 f8 DETAIL K Notes: (1) Additional part g2 on the opposite side under the head of part f8. 9 of 36 DETAIL L BCT Anchor Detail SCALE: 1:6 REV. BY:

10 5/16" 8 e1 e9 e12 e11 g4 e8 e6 4 9/16" 116 e7 3 9/16" 90 e10 5 1/8" /16" / 324 3/8" /16" /2" 64 BACK e5 e4 e3 e2 BOTTOM 10 of 36 Connector Plate Detail SCALE: 1:5 REV. BY:

11 3/16" [4.8] 3/16" [4.8] TYP. 3/16" [4.8] 3/16 [4.8] 1/[6.4] 2 sides 3/16" [4.8] 3/16" [4.8] 3/16"[4.8] 1"-2" [25-51] 3/16"[4.8] 1"-2" [25-51] BACK 11 of 36 Connector Plate Weld Detail SCALE: 1:5 REV. BY:

12 h1 d2 h3 h4 b1 h6 h7 80 1/16" of 36 Notes: (1) 6x25 IWRC IPS cables meet the minimum breaking strength of 42.7 kips [190 kn] and may be substituted for the 6x19 IWRC IPS cables. BCT Anchor Cable and Load Cell Detail SCALE: 1:8 REV. BY:

13 h1 d2 h3 h4 15" 381 7" /2" 64 5" /2" 38 3/ 19 1" 25 1"-UNC 8 [25x3] 1 1/ 32 Part h1 2 3/ / 31 1/ 6 3 3/8" 2 9/16" R3/ 20 R1 3/8" 35 R3/8" 10 Part h3 3/ / 95 Part h4 5" 127 Modified BCT Anchor Cable 13 of 36 SCALE: 1:4 REV. BY:

14 R1 5/8" /8" 35 R3" / /8" /8" 35 R2 5/8" 67 R1 1/ 32 2" /2" /8" /2" 38 R1 9/16" 40 Part h5 Part h6 14 of 36 Shackle and Eye Nut Detail SCALE: 1:4 REV. BY:

15 3" 76 1/8" 3 R1/2" 13 6" 152 Strut 67" 1702 Yoke Strut 3/16"[4.8] Yoke 3/16"[4.8] 5 1/2" 140 3/16" 5 78" 1981 R5/16" 8 75" / 108 R1/2" /2" 216 1/2" 13 3" /2" 38 7/8" [22] x 2" [51] Slot Part b3 Yoke SCALE 1 : 8 Ground Strut Detail 15 of 36 SCALE: 1:16 REV. BY:

16 3 3/ / 95 R1/ 6 6" 152 1/ / /16" / " /8" 73 Part c1 16 of 36 Blockout Mounting Plate Detail SCALE: 1:4 REV. BY:

17 9 1/2" /32" 180 5" /32" 180 O P 3 17/32" /8" 175 7/8" [22] x 1 7/8" [48] Slot 20 9/32" /8" 79 Q 7/8" 22 R 7 3/8" /8" / /32" 146 5" /32" /16" /32" 90 DOWN 90 R 1/ UP 90 R 1/ UP 90 R 1/ DOWN 90 R 1/ 3 17/32" /32" /32" of 36 Notes: (1) Thickness of Blockout Mounting Plate is 1/ [6]. Blockout Mounting Plate - Flat Pattern SCALE: 1:6 REV. BY:

18 19/32" /32" DETAIL O DETAIL P Blockout Mounting Plate Detail 18 of 36 SCALE: 3:1 REV. BY:

19 0.9 19/32" DETAIL Q 19/32" DETAIL R 19 of 36 Blockout Mounting Plate Detail SCALE: 3:1 REV. BY:

20 1/ 6 R1/ / /16" / / / 32 9/16" / /8" /16" 90 13" " 25 Part e1 20 of 36 Connector Plate Face Plate SCALE: 1:5 REV. BY:

21 2 1/2" /8" /2" /8" 92 13" " " " /16" / /8" /16" 58 Part e5 Part e4 Part e3 Part e2 Notes: (1) All vertical gussets have a thickness of 1/ [6]. 21 of 36 Connector Plate Vertical Gussets SCALE: 1:4 REV. BY:

22 12" /2" /2" /16" /8" /2" 749 Part e6 1/8" 3 2 1/16" /8" 54 3" 76 3" 3 3/16" /8" /2" / 57 Part e9 Part e8 Part e7 1/8" 3 7 9/16" /16" /16" /8" /8" 2 13/16" /16" 192 Part e /2" 318 Part e11 2 1/ 57 Part e10 Notes: (1) All horizontal gussets have a thickness of 1/ [6]. 22 of 36 Connector Plate Horizontal Gussets SCALE: 1:4 REV. BY:

23 3" /2" " /16" 68 R1/2" [13] x 1 1/ [32] Slot 1" [25] x 3" [76] Slot 3 9/16" 90 1" 25 3/ [19] x 2 1/2" [64] Slot Part a1 SCALE 1 : 10 2" 51 R1" /2" 216 2" / /2" /2" 4128 S DETAIL S SCALE 1 : 10 3/ [19] x 2 1/2" [64] Slot Part a2 55 1/ 1403 T 162 1/2" 4128 R1/2" [13] x 1 1/ [32] Slot DETAIL T SCALE 1 : /2" / of 36 Part a3 W-Beam Section Details SCALE: 1:30 REV. BY:

24 6" 152 6" 152 6" 152 6" /8" /8" /8" /8" / / / / 362 3/ 19 3/ 19 3/ 19 3/ 19 3" 76 3" 76 3" 76 3" / 451 8" /8" / 324 8" /8" / /8" / 70 Part c5 2 3/8" 60 Part c4 Part c3 Part c2 24 of 36 Notes: (1) Parts c2 and c3 can be made from any two combined blockout sizes and can be adjusted as necessary. Blockouts SCALE: 1:7 REV. BY:

25 3/16" 5 3/16" [5] R1/ 6 3/16" 5 6" 152 3/ 19 1" /8" " /8" 181 3/ 19 1" 25 1/ 6 1 3/ /8" " / 362 Part a5 SCALE 1 : /16" of 36 Part a4 Post Nos Detail SCALE: 1:15 REV. BY:

26 R3/8" 10 3/16" 5 5 1/2" 140 1" 25 3/ 19 3" 76 17" /8" / /2" 191 1" /8" 606 3/ 19 46" / 95 72" /8" /2" /2" 64 Part b1 6" 152 8" 203 Part b2 26 of 36 BCT Timber Post and Foundation Tube SCALE: 1:18 REV. BY:

27 8" 203 5/8" 16 6" /8" 60 1/8" 4 3" /8" 29 8" 203 Part b4 SCALe 1 : 3 Part b5 Three Sides 3/ [19] 2" 51 1/[6.4] 5 1/2"[140] 2" 51 13/16" 21 Anchor Bracket End Plate 3/16" 5 1 3/8" /2" 38 3" /8" 29 3/8" / /8" 143 Anchor Bracket End Plate SCALE 1 : 3 1 3/ of 36 Part b6 BCT Post Components and Anchor Brackets SCALE: 1:8 REV. BY:

28 " " / /2" 572 d6 2" 51 d6 d6 150" " 229 9" 229 8" /2" /2" /2" /2" 521 2" 51 U V 8" 203 8" 203 9" 229 9" 229 2" 51 6" /2" 191 d3 d3 3" 76 17" 432 d8 d7 d9 d5 d4 d9 d8 d7 17" 432 3" /2" 114 U 51" 1295 d6 12" 305 d6 12" " 305 d6 V 25 1/2" 648 6" " 305 Part d1 28 of 36 Portable Concrete Barrier SCALE: 1:20 REV. BY:

29 2 9/16" 65 d5 2 9/16" / 44 Minimum Clearance 14 15/16" 379 d /16" 379 d4 8" 203 d5 8" /2" /2" 165 2" 51 Clearance 8 1/ 210 SECTION U-U d6 1" 25 SECTION V-V 7/8" 22 Clearance to a5 Bar 5" /8" /16" 56 22" 559 7" of /2" 572 7" 178 3" 76 Portable Concrete Barrier Profile Detail SCALE: 1:13 REV. BY:

30 16 3/8" 416 3" 76 R4 1/2" 114 R3 1/ 83 8" 203 Part d6 2" / 133 2" 51 d9 d8 16" " / 17" " 406 R2 1/8" 54 d7 28 1/ /2" 876 Minimum Bending Diameter 2" [13] R1 3/8" 35 R1 1/ /16" / 108 Loop Bar Assembly 4 1/2" " 381 Part d3 30 of 36 Bill of Bars - Portable Concrete Barriers SCALE: 1:9 REV. BY:

31 1 3/8" 35 2" /2" 64 1/[6] E70 1 1/ / /2" 64 1/2" 13 28" 711 Connection Pin Plate ISOMETRIC VIEW 5/8" /2" 38 Part d2 Connection Pin Detail 31 of 36 SCALE: 1:6 REV. BY:

32 5/8" Part f1 5/8-11 UNC 20" 508 7/8" /16" 42 Part g4 5/8" 16 Part f2 5/8-11 UNC Part f5 1 1/ /16" 33 5/8-11 UNC 2 1/ 56 5/8" 16 Part f6 2" 51 5/8" 16 5/8" 16 10" 254 5/8-11 UNC Part f4 5/8-11 UNC 5/8" 16 5/8-11 UNC Part f14 5/8" 16 15" 381 Part f3 5/8-11 UNC 15/16" / 44 ELEVATION VIEW Part g3 PROFILE VIEW 1/8" 3 11/16" 17 ELEVATION VIEW 1 3/ 44 Part g2 1 1/2" /2" 38 3" 76 PROFILE VIEW 1/8" 3 Part g1 1/ 6 3" 76 Guardrail Bolts and Washers 32 of 36 SCALE: 1:4 REV. BY:

33 15" / 44 1" 25 Part f UNC 1 3/ /2" 38 5/8-11 UNC 5/8" 16 Part f9 1" 25 Part f UNC 2" 51 7/8" 22 10" /8" 35 7/8-9 UNC Part f11 5/8" 16 Part f8 5/8-11 UNC 1 11/16" 43 6" /2" /8" 48 3/ [10] 7/8" 22 Part f10 7/8-9 UNC Power Wede Bolt+ Part f15 33 of 36 Hex and Power Wedge Bolts SCALE: 1:3 REV. BY:

34 Item No. QTY. Description Material Spec Hardware Guide a1 1 W-Beam End Shoe Section 10 gauge [3.4] AASHTO M180 Galv. RWE02a a '-6" [3810] W-Beam MGS Section 12 gauge [2.7] AASHTO M180 Galv. RWM04a a3 1 12'-6" [3810] W-Beam MGS End Section 12 gauge [2.7] AASHTO M180 Galv. RWM14a a4 16 W6"x8.5" [W152x12.6], 72" Long [1829] Steel Post ASTM A992 Min. 50 ksi [345 MPa] Steel Galv. or W6x9 [W152x13.4] ASTM A36 PWE06 Min. 36 ksi [248 MPa] Steel Galv. a5 16 6"x12"x14 1/ [152x305x368] Timber Blockout for Steel Posts SYP Grade No.1 or better PDB10a a D Double Head Nail - - b1 2 BCT Timber Post - MGS Height SYP Grade No. 1 or better (No knots 18" [457] above or below ground PDF01 tension face) b2 2 72" [1829] Long Foundation Tube ASTM A500 Grade B Galv. PTE06 b3 1 Ground Strut Assembly ASTM A36 Steel Galv. PFP02 b /8" [60] O.D. x 6" [152] Long BCT Post Sleeve ASTM A53 Grade B Schedule 40 Galv. FMM02 b5 1 8"x8"x5/8" [203x203x16] Anchor Bearing Plate ASTM A36 Steel Galv. FPB01 b6 1 Anchor Bracket Assembly ASTM A36 Steel Galv. FPA01 c1 4 Blockout Mounting Plate ASTM A36 Steel Galv. - c2 1 c3 1 6"x17 3/x14 1/ [152x451x368] Timber Blockout for Steel Posts 6"x12 3/x14 1/ [152x324x368] Timber Blockout for Steel Posts SYP Grade No.1 or better - SYP Grade No.1 or better - c4 1 6"x7 3/x14 1/ [152x197x368] Timber Blockout for Steel Posts SYP Grade No.1 or better - c5 1 6"x2 3/x14 1/ [152x70x368] Timber Blockout for Steel Posts SYP Grade No.1 or better - d1 11 NDOR Portable Concrete Barrier min f'c=5000 psi [34.5 MPa] - d / [32] Dia., 28" [711] Long Connector Pin ASTM A36 FMW02 d /2" [13] Dia., 72" [1829] Long Form Bar ASTM A615 Grade 60 - d4 22 1/2" [13] Dia., 146" [3708] Long Longitudinal Bar ASTM A615 Grade 60 - d5 33 5/8" [16] Dia., 146" [3708] Long Longitudinal Bar ASTM A615 Grade 60 - d6 66 3/ [19] Dia., 36" [914] Long Anchor Loop Bar ASTM A615 Grade 60 - d7 22 3/ [19] Dia., " [2591] Long Connection Loop Bar ASTM A709 Grade 70 or A706 Grade of 36 Bill of Materials SCALE: None REV. BY:

35 Item No. QTY. Description Material Spec Hardware Guide d8 22 3/ [19] Dia., 91" [2311] Long Connection Loop Bar ASTM A709 Grade 70 or A706 Grade 60 - d9 22 3/ [19] Dia., 101" [2565] Long Connection Loop Bar ASTM A709 Grade 70 or A706 Grade 60 - e1 1 Connector Plate Face Plate ASTM A36 Steel Galv. - e /8" [92] Connector Plate Vertical Gusset ASTM A36 Steel Galv. - e /2" [88] Connector Plate Vertical Gusset ASTM A36 Steel Galv. - e /8" [66] Connector Plate Vertical Gusset ASTM A36 Steel Galv. - e /2" [64] Connector Plate Vertical Gusset ASTM A36 Steel Galv. - e /2" [749] Long Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e / [57] x 3 3/16" [80] Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e /2" [318] x 3" [76] Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e /8" [239] Long Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e / [57] x 2 13/16" [71] Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e /2" [318] x 2 5/8" [67] Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - e /16" [192] Long Connector Plate Horizontal Gusset ASTM A36 Steel Galv. - f1 16 5/8" [16] Dia. UNC, 1 [356] Long Guardrail Bolt and Nut f2 1 5/8" [16] Dia. UNC, 20" [508] Long Guardrail Bolt and Nut f3 1 5/8" [16] Dia. UNC, 15" [381] Long Guardrail Bolt and Nut f4 1 5/8" [16] Dia. UNC, 10" [254] Long Guardrail Bolt and Nut f5 1 5/8" [16] Dia. UNC, [] Long Guardrail Bolt and Nut f6 40 5/8" [16] Dia. UNC, 1 1/ [38] Long Guardrail Bolt and Nut f7 2 5/8" [16] Dia. UNC, 10" [254] Long Guardrail Bolt and Nut f8 2 5/8" [16] Dia. UNC, 10" [254] Long Hex Head Bolt and Nut f9 8 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. Bolt ASTM A307 Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. FBB FBB03 - FBB01 FBB03 FBX16a FBX16a 35 of 36 Bill of Materials Continued SCALE: None REV. BY:

36 Item No. QTY. Description Material Spec Hardware Guide f10 2 7/8" [22] UNC, 7 1/2" [191] Long Hex Head Bolt and Nut Bolt ASTM A307 Grade A Galv., Nut ASTM A563 A Galv. f11 5 7/8" [22] Dia., UNC, 2" [51] Long Heavy Hex Bolt Bolt ASTM A325 Galv. FBX22b f12 1 1" [25] Dia., UNC, 15" [381] Long Heavy Hex Bolt and Nut f13 3 1" [25] Dia., UNC, 1 [356] Long Heavy Hex Bolt and Nut Bolt ASTM A325 Galv., Nut ASTM A563DH Galv. Bolt ASTM A325 Galv., Nut ASTM A563DH Galv. f /8" [16] Dia. UNC, 2" [51] Long Guardrail Bolt and Nut Bolt ASTM A307 Grade A Galv, Nut ASTM A563 Galv. FBB02 f15 8 3/ x 6" [M20x152] Power Wedge Bolt+ Galvanized FBX02 g1 4 3"x3"x1/ [76x76x6] Square Washer A572 Grade 50 Galvanized - g2 30 5/8" [16] Dia. Plain Round Washer ASTM F844 Galv. FWC16a g3 4 7/8" [22] Dia. Plain Round Washer ASTM F844 Galv. - g4 5 7/8" [22] Dia. UNC Heavy Hex Nut ASTM A563DH Galv. FNX22b h1 2 BCT Anchor Cable End Swaged Fitting Grade 5 - Galv. - h2 2 3/ [190] Dia. 6x19 IWRC IPS Wire Rope IPS Galv. - h HT Mechanical Splice - 3/ [19] Dia. As Supplied - h4 2 Crosby Heavy Duty HT - 3/ [19] Dia. Cable Thimble Stock No Galv. - - FBX27b FBX27b h5 2 Crosby G2130 or S2130 Bolt Type Shackle - 1 1/ [32] Dia. with thin head bolt, nut, and cotter pin, Grade A, Class 3 Stock Nos and As Supplied - h6 2 Chicago Hardware Drop Forged Heavy Duty Eye Nut - Drilled and Tapped 1 1/2" [38] Dia. - UNF 12 [M36 Stock No As Supplied - h7 1 TLL-50K-PTB Load Cell of 36 Bill of Materials Continued SCALE: None REV. BY:

37 System: Drawing: PCB-MGS_Trans Revision History 1 Added post spacing; edited notes 3 Added post spacing 5 Added post spacing R9 5/22/ Added post spacing KAL ALL 33 Added part b3 hardware guide; fixed grid lines; took out hardware guide for parts c2-c5 34 Fixed grid lines; fixed description and material spec for part f6; fixed description and material spec for part f14 - Impact moved and direction of impact flipped. Post/PCB numbers changed accordingly. 1 Impact moved. Dimensions added. Note 2 and 4 changed. R10 7/23/ Impact added. Demensions added. General Movement. KAL JEK 3 Post/PCB numbers changed. General movement. End shoe centerline noted. 32 General movement. R11 7/23/ Note 6 removed. KAL JEK 3 G2 washers added to end shoe connection and noted. Note corrected. 4 String potentiometer noted. R12 8/4/ Detail S name corrected. RWB/KAL JEK 31 Part g2 inner diameter corrected. 32 Part f11 labeled. 35 Part g1 description and material corrected. Number of g2 washers corrected. R13 8/20/ Note 6 added, regarding guardrail lapping. KAL JEK 3 Removed washer g3 as they do not appear in photos. Added washer g2 to nut and bolt f14 behind part a1. R14 1/13/2016 Added page 4 showing the backside view of part a1. Added callouts for KAL TJD 4 washer g2 and nut and bolt f Added bend lines to flat pattern view. R15 3/15/ Removed Note 1. JEK JAH R16 BOM updates/corrections KAL JEK