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E A B C D E ELEVATION VIEW€¦ · ELEVATION VIEW 1 3/4"44 4 1/4"108 7 1/8"181 6"152 ELEVATION VIEW...
25
8 Spaces @ 75" [1905] = 50'-0" [15240] 4 Spaces @ 37 1/2" [953] = 12'-6" [3810] 4 Spaces @ 18 3/4" [476] = 6'-3" [1905] 2 Spaces @ 37 1/2" [953] = 6'-3" [1905] 25 1/2" 648 89" 2261 25° (5) The upstream end of part a3 is rotated upward 3/4" [19] to Notes: (1) Test shall be performed according to MASH test designation no. 3-21. (2) The impact location is 89" [2261] upstream of the buttress or 26" [660] upstream of the centerline of post no. 18. (3) BCT anchors are placed in 3' [914] diameter holes, then backfilled and tamped with soil. (4) Critical region is located between post nos. 12 and 19. accommodate the 31" [787] MGS guardrail height. 31" 787 a7 a4 a4 a4 a3 a2 Nested a1 34" 864 a5 PLAN VIEW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Impact 2270P SCALE: 1:110 Thrie_Buttress-1_R6 SHEET: 1 of 23 DWG. NAME. DATE: 1/18/2017 DRAWN BY: TJD/JEK Midwest Roadside Safety Facility REV. BY: KAL/SKR/R KF/JCH UNITS: in.[mm] 34" Thrie-Beam AGT to Concrete Buttress System Layout ELEVATION VIEW F C C B B E E A A D D
Transcript of E A B C D E ELEVATION VIEW€¦ · ELEVATION VIEW 1 3/4"44 4 1/4"108 7 1/8"181 6"152 ELEVATION VIEW...
8 Spaces @ 75" [1905] = 50'-0" [15240]4 Spaces @
37 1/2" [953]= 12'-6" [3810]
4 Spaces @18 3/4" [476]= 6'-3" [1905]
2 Spaces @37 1/2" [953]= 6'-3" [1905]
25 1/2" 648
89" 226125°
(5) The upstream end of part a3 is rotated upward 3/4" [19] to
Notes: (1) Test shall be performed according to MASH test designation no. 3-21.(2) The impact location is 89" [2261] upstream of the buttress or 26"
[660] upstream of the centerline of post no. 18.(3) BCT anchors are placed in 3' [914] diameter holes, then backfilled
and tamped with soil.(4) Critical region is located between post nos. 12 and 19.
accommodate the 31" [787] MGS guardrail height.
31" 787
a7 a4 a4 a4 a3 a2Nesteda1
34" 864
a5
PLAN VIEW
1 2 3 4 5 6 7 8 9 10 11 12 131415
1617 18 19
Impact2270P
SCALE: 1:110
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
System Layout
ELEVATION VIEW
FC
C
B
B
E
E
A
A
D
D
40" 1016
32" 81332" 813
40" 1016
31" 787
Post No. 11SECTION B-B
a3
GroundLine
d2 d9 d7
f1
SCALE: 1:15
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34" Thrie-Beam AGT to Concrete Buttress
Post Nos. 3-11 Details
Post Nos. 3-10SECTION A-A
GroundLine
d1d8
a4
f1
d9f3
Note: (1) No bolt placed in lower hole of post no. 11.
52" 1321
35" 88934" 86432" 813
40" 1016
34" 863 35" 88832" 813
Post Nos. 17-19SECTION D-D
GroundLine
d5
a1f2
d4
SCALE: 1:17
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Post Nos. 12-19 Details
Post Nos. 12-16SECTION C-C
a2
GroundLine
d6
d3
f1
34" 864
10" 254 12 3/4" 324
LineGround
SECTION E-E(REBAR HIDDEN)
f8a6
g3
f6
g1
Note: (1) g1 washers placed between nuts and thrie beam end connector.
39" 991
SCALE: 1:10
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Thrie Beam Buttress and End Shoe Details
f6
DETAIL F(REBAR HIDDEN)
a6a1
f8 g1
SCALE 1 : 8DETAIL G
f3
SCALE: 1:30
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34" Thrie-Beam AGT to Concrete Buttress
End Section and Splice Detail
END SECTION DETAILBACKSIDE
c3
Post 1Post 2
c2
c1 c1
SPLICE DETAILBACKSIDE
Post 5Post 6
GroundLine
d1
g1f2 g1f2H
I
J
G
2-g1
DETAIL I
c7
c3
c6
c4
f4
DETAIL J
g2
f7
SCALE: 1:6
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
BCT Anchor Details
f5
DETAIL H
c5 g1
PLAN VIEW
6" 1526" 152
PROFILE VIEW
84" 2134 ELEVATION VIEWPart d5
SCALE 1:8
1 3/4" 44
6" 152
4 1/4" 108
7 5/8" 194
3/4" 19(TYP)
PROFILE VIEW
19" 483
8" 203
SCALE: 1:20
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Post Nos. 17-19 Components
ELEVATION VIEW
Part d4
3/4" 19(TYP)
1 3/4" 44
4 1/8" 105
7 5/8" 194
8" 203 4" 102
PROFILE VIEW
19" 483
PLAN VIEW
3 15/16" 100
5 7/8" 150
PROFILE VIEW
12" 305
19" 483
PROFILE VIEW
72" 1829
ELEVATION VIEWPart d6
SCALE 1:8
4 1/4" 108
7 5/8" 194
6" 152
3/4" 19(TYP)
1 3/4" 44
ELEVATION VIEW
6" 152
4 1/4" 108
7 5/8" 194
1 3/4" 44
3/4" 19(TYP)
SCALE: 1:15
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Post Nos. 12-16 Components
Alternate Blockout Option
ELEVATION VIEW
Part d3
4 1/8" 105
7 5/8" 194
3/4" 19
3/4" 19
8" 203 4" 102
ELEVATION VIEW
1 3/4" 44
4 1/4" 108
7 1/8" 181
6" 152
ELEVATION VIEWPart d7
SCALE 1:8
6" 152
4 1/4" 108
7 1/8" 181
1 3/4" 44
3/4" 19(TYP)
PROFILE VIEW
19" 483
PROFILE VIEW
12" 305
19" 483
PLAN VIEW
3 15/16" 100
5 7/8" 150
PROFILE VIEW
72" 1829
Alternate Blockout Option
Note: (1) Top bolt hole in part d2 is for use with asymmetric guardrail segment after 3" [76] roadway overlay.
(2) Top hole not necessary for testing.SCALE: 1:15
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34" Thrie-Beam AGT to Concrete Buttress
Post No. 11 Components
ELEVATION VIEWPart d2
1" 25
1" 253/4" 19
1/4" 63/4" 19
5 3/8" 137
4 1/8" 105
8" 203 4" 102
PROFILE VIEW
14 1/4" 362
PLAN VIEW
3 15/16" 100
5 7/8" 150
PROFILE VIEW
12" 305
14 1/4" 362
PROFILE VIEW
72" 1829
ELEVATION VIEWPart d8
SCALE 1:8
3/4" 19
7 1/8" 181
1 3/4" 44
6" 152
ELEVATION VIEWAlternate Blockout Option
1 3/4" 44
6" 152
7 1/8" 181
3/4" 19
SCALE: 1:15
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Post Nos. 3-10 ComponentsNote: (1) Top bolt hole in part d1 for use to attach rail and blockout after 3" [76]
roadway overlay.(2) Top hole not necessary for testing.
ELEVATION VIEWPart d1
3/4" 19
1" 25
1" 25
3/4" 19
1/4" 6
3" 76
4 1/8" 105
PLAN VIEW
8" 203
6" 152
3/16" 5
PROFILE VIEW
72" 1829
4" 102
17" 432
1" 25
ELEVATION VIEW
Part c1
3/4" 19
7/8" 22
23 7/8" 606
7 1/8" 181
2 3/4" 70
PLAN VIEW
5 1/2" 140
7 1/2" 191
PROFILE VIEW
46" 1168
17 1/2" 445
3 3/4" 95
2 1/2" 64
SCALE: 1:16
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
BCT Timber Post & Foundation Tube Details
ELEVATION VIEW Part c2
1" 25
3/4" 19
3" 76
4" 102
75" 1905
ELEVATION VIEW
67" 1702
ELEVATION VIEWPart c5
SCALE 1:8
2" 51
4" 102
4" 102
4" 102
2" 51
PROFILE VIEW
5 5/8" 143
1 3/4" 44
55°
PLAN VIEW
Anchor BracketEnd Plate
1/4"[6] 5 1/2"[140]ThreeSides
13/16" 21
ELEVATION VIEW
R1/2" 13
1/2" 13 4 1/4" 1087/8"x2"
[22x51] Slot
PROFILE VIEW
1 1/2" 383" 76
PROFILE VIEW
6" 152
R1/2" 13(TYP)3" 76
1/8" 3
YokeStrut
ELEVATION VIEWPart c3
78" 1981
PLAN VIEWR5/16" 8 (TYP)
3/16" 5
8 1/2" 216
5 1/2" 140 ELEVATION VIEW
Anchor Bracket End PlateSCALE 1:8
3" 76
1 1/2" 38
1 3/8" 35
1 1/8" 29
2 3/4" 70
PROFILE VIEW
3/8" 10
SCALE: 1:16
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Ground Strut Details
6"x3" [152x76] 10 Gauge [3.4] Strut
Yoke
PLAN VIEW 3/16"[4.8]
3/16"[4.8]
5/8" 16
Standard SwagedFitting
SCALE 1 : 4DETAIL K
1"-8 UNC [M24] StudThreaded Entire Length
7" 178 5" 127
15" 381
1 1/4" 32
1 1/2" 38
Part c6
8" 203
8" 203
1 1/8" 295" 127
4" 102
Part c7
ELEVATION VIEW
6" 152
PROFILE VIEW
5/32" 4 2 3/8" 60
PROFILE VIEWELEVATION VIEW
SCALE: 1:8
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
BCT Anchor Cable
3/4" [19] 6x19 IWRC IPS Cableor
6x25 IWRC IPS with minimum breaking strength of 42.7 kips [190 kN]
ELEVATION VIEWPart b4
K
50" 1270
80" 2032
7 1/2" 191
35" 889
4" 102
PROFILE VIEW
4 1/2" 114
39" 991
12" 305
PLAN VIEW
1841
2
84" 2134
4" 102
3" 76
SCALE: 1:16
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Buttress DetailsNotes: (1) Lower setback has lateral flare of 1:4.(2) Five 1" [25] diameter holes are required for placement of 7/8" [22]
diameter bolts.
ELEVATION VIEW
Part b1
17" 432
22 3/4" 578
24" 610
8" 2037 3/8" 187
3 13/16" 97
3 13/16" 97
3 13/16" 97
3 13/16" 97
1" 25(TYP)
18" 457
22 3/4" 578
3 1/4" 83
3 1/4" 83
2 3/4" 70
(2) All edges of the top of the buttress are chamfered 1" [25].
(1) Vertical rebar embedded in tarmac with chemical epoxy adhesive with a minimum bond strength of 1,450 psi [10.0 MPa].
Notes:
2 Spaces @ 9 1/4" [235]= 18 1/2" [470]
3 Spaces @ 3 3/4" [95] = 11 1/4" [285]
6 1/4" 159
e5e4
e3e2
e9
e10 e8 12-e1
4 Spaces @ 4 3/4" [121]= 19" [483]
7 Spaces @ 6" [152]= 42" [1067]
4 Spaces @4 1/2" [114]= 18" 457
2 3/4" 70
9" 229
SCALE: 1:16
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Rebar Detail
e7e8
e10
6" 152
2" 51CLR (TYP)
2" 51CLR (TYP)
2" 51CLR (TYP)
L
L
O
O
P
P
M
M
N
N
6 1/2" 165
2 1/4" 57
7 1/2" 191
2 1/4" 57
4 3/4" 121
2 1/4" 57
5 7/8" 149
2 1/4" 57
3 1/2" 892 1/4" 57
SECTION O-O
e2
e6
e8
e10
e7
e9
2 15/16" 756 1/8" 155
SECTION P-P
e1
e8
e10
e7
e9
2 15/16" 756 1/8" 155
e10
SECTION M-M
e4 e7
e8
e9
e6
2 15/16" 75
6 1/8" 155
e6
SECTION N-N
e3
e10
e8
e9
e7
2 15/16" 75
6 1/8" 155
SCALE: 1:16
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Buttress SectionsNote: (1) All stirrups have minimum 2" [51] concrete clear cover.
SECTION L-L
e5
e8
e9
e7
e10
2 15/16" 75
6 1/8" 155
3" 76
39 3/4" 1008
5" 127
2" 51(TYP)
Y
5" 1272" 51(TYP)
43" 1092
Bar e5
37 3/4" 957
4" 102
Bars e2, e3, e4
24 1/4" 616
X8" 203
Z
Bar e6
40 1/4" 1022
Bill of BarsPart No. QTY Size X Y Z Unbent Length
e1 12 #4 41 1/2" [1,054] 43" [1,092] - 92" [2,337]e2 1 #4 40 1/2" [1,029] 42" [1,067] 16 1/4" [413] 65 3/4" [1,670]e3 1 #4 39 1/2" [1,003] 41" [1,042] 15 1/4" [387] 63 1/2" [1,612]e4 1 #4 38 3/4" [984] 40 1/4" [1,022] 14 1/2" [368] 62 1/4" [1,581]e5 1 #4 37 3/4" [959] 39 3/4" [1,010] - 80 3/4" [2,051]e6 1 #4 - - - 40 1/4" [1,022]
SCALE: 1:12
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Vertical Rebar Details
Bar e1
41 1/2" 1054
8" 203
2" 51
6" 152
7 3/8" 187
2" 51
Bar e9
80" 2032
Bar e10
4 5/8" 116166°
63 1/2" 1614
80" 2034
Bar e8
3 7/8" 98
76 1/2" 1943
80" 2032
SCALE: 1:12
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Horizontal Rebar Details
Bill of Bars
Part No. QTY Size Unbent Length
e7 2 #4 80 1/4" [2,038]e8 4 #4 85 1/2" [2,171]e9 5 #4 80" [2,032]e10 1 #4 80 1/2" [2,045]
Bar e7
80" 2033
171°
58 3/16" 1478
4 1/8" 105
7/8-9 UNC
Part f7
8" 203
1 7/8" 487/8" 22
1/8" 3
Part g1
1 3/4" 4411/16" 17
3/16" 4
Part g2
2 1/4" 5715/16" 24
5/8-11 UNCPart f8
2" 51
5/8" 16
5/8" 16
7/8" 22
5/8-11 UNCPart f3
1 1/4" 32
7/8-9 UNCPart f6
14" 3561 1/2" 38
5/8-11 UNCPart f2
10" 2544" 102
5/8-11 UNCPart f5
1 1/2" 38
5/8-11 UNCPart f4
10" 2541 3/8" 35
5/8" 16
5/8" 16
5/8" 16
5/8" 16
SCALE: 1:3
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Fastener Details
5/8-11 UNCPart f1
14" 3564" 102
6 1/4" 159
37 1/2" 953(TYP)
37 1/2" 953(TYP)
6 1/4" 159
18 3/4" 476 (TYP)
6 1/4" 159
8 1/2" 216 2" 51
6 1/4" 159
18 3/4" 476 (TYP)
3/4"x2 1/2" [19x64] Slot
(TYP)ELEVATION VIEWPart a5
R57 1/2" 1461
162 1/2" 4128
3/4"x2 1/2" [19x64] Slot (TYP)
ELEVATION VIEWPart a4
Q
162 1/2" 4128
3/4"x2 1/2" [19x64] Slot (TYP)
ELEVATION VIEWPart a2
87 1/2" 2223
PROFILE VIEW
12-gauge [2.7]
PROFILE VIEW
12-gauge [2.7]
PROFILE VIEW
12-gauge [2.7]
DETAIL QSCALE 1 : 15
1"x1 1/4"[25x32] Slot
(TYP)
DETAIL RSCALE 1 : 15
3/4" [19](TYP)
4" 102(TYP)
SCALE: 1:30
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Guardrail Details
3/4"x2 1/2" [19x64] Slot (TYP)
ELEVATION VIEWPart a1
162 1/2" 4128
37 1/2" 953 37 1/2" 953
22 3/4" 578
2 5/8" 66
8 1/2" 216
34°(TYP)
SECTION S-S
10-gauge [3.4]
SECTION U-USCALE 1 : 12
10-gauge [3.4]
1"x1 3/16" [25x30] Slot (TYP)
3/4"x2 1/2" [19x64] Slot (TYP)
ELEVATION VIEWPart a3
87 1/2" 2223
6 3/16" 156
12 5/16" 31319 15/16" 507
12 1/2" 318 12 1/2" 31862 1/2" 1588
4 1/8" 1054 5/16" 110
S
S
T
T
ELEVATION VIEWPart g3
3" 76
3" 76
1 1/16" 27
1 1/2" 38
1 1/2" 38
PROFILE VIEW
1/4" 6
SECTION T-T
SCALE: 1:15
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UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Rail Transition and Component Details
1"x2" [25x51]Slot (TYP)
3/4"x2 1/2"[19x64] Slot
(TYP)
ELEVATION VIEWPart a6
4" 102
4" 102
2 7/16" 62
3 13/16" 97
3 13/16" 97
3 13/16" 97
3 13/16" 97
1" 25(TYP)
3/4" 19
3/4" 19
30" 762
20 3/16" 512
R1" 25(TYP)
2" 51
U
U
SCALE: None
Thrie_Buttress-1_R6
SHEET:
22 of 23
DWG. NAME.
DATE:
1/18/2017
DRAWN BY:
TJD/JEKMidwest Roadside Safety Facility REV. BY:
KAL/SKR/RKF/JCH
UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Bill of Materials
Item No. QTY. Description Material Specification Galvanization Specification Hardware Guide
a1 2 12'-6" [3,810] 12-gauge [2.7] Thrie Beam Section AASHTO M180 ASTM A653 RTM08a
a2 1 6'-3" [1,905] 12-gauge [2.7] Thrie Beam Section AASHTO M180 ASTM A653 RTM19a
a3 1 10-gauge [3.4] Symmetrical W-beam to Thrie Beam Transition AASHTO M180 ASTM A653 RWT01b
a4 3 12'-6" [3,810] 12-gauge [2.7] W-Beam Section AASHTO M180 ASTM A653 RWM04a
a5 1 12'-6" [3,810] 12-gauge [2.7] W-Beam MGS End Section AASHTO M180 ASTM A653 RWM14a
a6 1 10-gauge [3.4] Thrie Beam End Shoe Section AASHTO M180 ASTM A653 RTE01b
a7 1 6'-3" [1,905] 12-gauge [2.7] W-Beam MGS Section AASHTO M180 ASTM A653 RWM04a
b1 1 Concrete - 21.9 cubic ft [0.62 cubic m] Min. f'c = 4,000 psi [27.6 MPa] - -
c1 2 BCT Timber Post - MGS HeightSYP Grade No. 1 or better (No knots +/- 18" [457]
from ground on tension face)- PDF01
c2 2 72" [1,829] Long Foundation Tube ASTM A500 Gr. B *AASHTO M111 (ASTM A123) PTE06
c3 1 Ground Strut Assembly ASTM A36 *AASHTO M111 (ASTM A123) PFP02
c4 1 BCT Cable Anchor Assembly - - FCA01
c5 1 Anchor Bracket Assembly ASTM A36 *AASHTO M111 (ASTM A123) FPA01
c6 1 8"x8"x5/8" [203x203x16] Anchor Bearing Plate ASTM A36 *AASHTO M111 (ASTM A123) FPB01
c7 1 2 3/8" [60] O.D. x 6" [152] Long BCT Post Sleeve ASTM A53 Gr. B Schedule 40 *AAHSTO M111 (ASTM A123) FMM02
d1 8 W6x8.5 [W152x12.6] or W6x9 [W152x13.4], 72" [1,829] Long Steel Post ASTM A992 *AASHTO M111 (ASTM A123) -
d2 1 W6x8.5 [W152x12.6] or W6x9 [W152x13.4], 72" [1,829] Long Steel Post ASTM A992 *AASHTO M111 (ASTM A123) -
d3 5 W6x8.5 [W152x12.6] or W6x9 [W152x13.4], 72" [1,829] Long Steel Post ASTM A992 *AASHTO M111 (ASTM A123) -
d4 3 W6x15 [W152x22.3], 84" [2,134] Long Steel Post ASTM A992 *AASHTO M111 (ASTM A123) PWE12
d5 3 6"x8"x19" [152x203x483] Timber Blockout SYP Grade No.1 or better - PDB17
d6 5 6"x12"x19" [152x305x483] Timber Blockout SYP Grade No.1 or better - -
d7 1 6"x12"x19" [152x305x483] Timber Blockout SYP Grade No.1 or better - PDB18
d8 8 6"x12"x14 1/4" [152x305x368] Timber Blockout SYP Grade No.1 or better - PDB10a
* Component does not need to be galvanized for testing purposes.
Item No. QTY. Description Material Specification Galvanization Specification Hardware Guide
d9 9 16D Double Head Nail - - -
e1 12 1/2" [13] Dia., 92" [2,337] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e2 1 1/2" [13] Dia., 65 3/4" [1,670] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e3 1 1/2" [13] Dia., 63 1/2" [1,612] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e4 1 1/2" [13] Dia., 62 1/4" [1,581] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e5 1 1/2" [13] Dia., 80 3/4" [2,051] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e6 3 1/2" [13] Dia., 40 1/4" [1,022] Long Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e7 2 1/2" [13] Dia., 80 5/16" [2,039] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e8 4 1/2" [13] Dia., 85 1/2" [2,171] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e9 5 1/2" [13] Dia., 80" [2,032] Long Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
e10 1 1/2" [13] Dia., 80 1/2" [2,045] Long Bent Rebar ASTM A615 Gr. 60 **Epoxy-Coated -
f1 19 5/8" [16] Dia. UNC, 14" [356] Long Guardrail Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBB06
f2 8 5/8" [16] Dia. UNC, 10" [254] Long Guardrail Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBB03
f3 52 5/8" [16] Dia. UNC, 1 1/4" [32] Long Guardrail Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBB01
f4 2 5/8" [16] Dia. UNC, 10" [254] Long Hex Head Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBX16a
f5 8 5/8" [16] Dia. UNC, 1 1/2" [38] Long Hex Head Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBX16a
f6 5 7/8" [22] Dia. UNC, 14" [356] Long Heavy Hex Bolt and Nut
Bolt - ASTM A325 Type 1 or ASTM A449 or SAI J429 Gr. 5 Nut - ASTM A563DH or ASTM
A194 Gr. 2H
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBX22b
f7 2 7/8" Dia. [22] UNC, 8" [203] Long Hex Head Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBX22a
f8 24 5/8" [16] Dia. UNC, 2" [51] Long Guardrail Bolt and Nut
Bolt - ASTM A307 Gr. A Nut - ASTM A563A
AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FBB02
g1 34 5/8" [16] Dia. Plain Round Washer ASTM F844 AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 FWC16a
g2 4 7/8" [22] Dia. Plain Round Washer ASTM F844 AASHTO M232 (ASTM A153) for Class C or AASHTO M298 (ASTM B695) for Class 50 -
g3 5 3"x3"x1/4" [76x76x6] or 3 1/2"x3 1/2"x1/4" [89x89x6] Square Plate Washer ASTM A572 Gr. 50 *AASHTO M111 (ASTM A123) FWR10
* Component does not need to be galvanized for testing purposes.
** Rebar does not need to be epoxy-coated for testing purproses.
SCALE: None
Thrie_Buttress-1_R6
SHEET:
23 of 23
DWG. NAME.
DATE:
1/18/2017
DRAWN BY:
TJD/JEKMidwest Roadside Safety Facility REV. BY:
KAL/SKR/RKF/JCH
UNITS: in.[mm]
34" Thrie-Beam AGT to Concrete Buttress
Bill of Materials
System: Thrie Beam Buttress Transition
Drawing: Thrie_Buttress-1
Revision History
REV. DATE OF ISSUE Page NATURE OF CHANGES REVIEWER REVISED BY
0 10/6/2016 - Originated from drawing AGT Buttress_R11. - TJD/JEK
-Nested rail attachment hardware changed to 2" bolts. Dimension style
change. Dimension movement throughout.
1 Post numbering reversed.
9 Physical change: d7.
14 Dimension additions.
16 Dimension additions.
17 Dimension additions.
18 Part f8 added. Physical change: f3, f7.
20 Physical change: g3. Dimension additions.
21 HWG edits: a1-2, a6, d1-5, d7. Galvanization column header edit.
22New: f8. Quantity edit: f3. Description edit: f3, f7, g3. Material edit: f6, g3.
HWG edit: f6, g2-3. Galvanization column header edit.
-Lower bolt removed from transition post (post 10). Washers added to end
shoe rail attachment. Section lettering. Page added for buttress sections.
1 Note edits.
4 Washers added.
6 Washer bubbles edited.
9 Part d2 physical change. Note added.
10 Note added.
14 Dim shifts.
15 Sections L-P added (p16). Text edits. Dimensions removed.
16 New Page.
17 Table edit. Bars e2-4 variable additions. Physical change: b5, b6.
18 Table edit. Dim rounding.
22Description edit: a1-6. Material edit: a1-6, c1, d1-4. Galv edit: c2-3, c5-
7, d1-4. HWG edit: a3. Note added.
23 Quantity edit: f1, g1. Galv edit: e1-11, g3. Notes added.
-Rebar total length rounding. Rebar part renumbering per disuse of bar e7
(replaced by e6). E6 physical change.
4 Note added. Minor movement.
14 Dim shifts.
3 10/20/2016 SKR JEk
1 10/13/2016 KAL JEK
2 10/14/2016 SKR JEK
System: Thrie Beam Buttress Transition
Drawing: Thrie_Buttress-1
Revision History
15 Dim add.
16 Dimension edits. Note added.
17 Bar e7 removed. Table edits. Length rounding.
18 Bar numbering/naming edits.
23 Rebar (e series) naming and length edits.
-
6'-3" w-beam span and post added. Buttress rebar - additional top bar.
Document title edit.
1Post numbering. Dimension edit to correspond to additional post. All notes
edited.
2 Post numbering. Sheet title.
3 Post numbering. Sheet title. Nail removed.
4 Dimensions added.
9 Note edit.
14 Dim add. Note adds.
15 Dim add. Note 1 edit.
16 Additional top bar, dimensions to correspond.
18 e7 quantity.
BOM (22,23)
New: a7. Quantity edit: d1, d8, d9, e7, f1, f3. Description edit: a1-a6, g3.
Column header edits.
2 Note added.
7 Sheet title.
8 Sheet title.
9 Sheet title. Note added.
10 Sheet title. Note added. Note edit.
1 Note 5 edit.
8 Part d3 change.
20 Gauge thickness dim added.
21 Gauge thickness dim added.
23 Description edit: g3. Material edit: f6.
6 1/18/2017 JCH JEK
5 11/18/2016 KAL JEK
3 10/20/2016 SKR JEK
4 11/18/2016 RKF/SKR JEK
