MGS Bridge Rail Drawing (pdf). - Guides

43"
1092
175'-0"
53340
Bridge Pit
44 1 2 "
1130
8 Spaces @ 75" =
50'-0"
15240
22 Spaces @ 37 1/2" =
68'-9"
20955
9 Spaces @ 75" =
56'-3"
17145
6'-3"
1905
(typ.)
40"
1016
192"
4877
35"
889
1 2 3 4 5 6 7 8 9 11 13 15 17 19 21 23 25 27 29 31 32 33 34 35 36 37
10 12 14 16 18 20 22 24 26 28 30
38
39
40
25°
Impact: 16' [4877]
Upstream of Centerline of
the Splice at Post No. 20.
Impact Line Referenced to
Left Side of (MASH-08)
2270P Truck.
12'-6"
3810
W-Beam
End
Section
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
PLAN VIEW
12'-6"
3810
W-Beam
Section,
12-ga.
B
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
12'-6"
3810
W-Beam
Section,
12-ga.
Bridge Deck
12'-6"
3810
W-Beam
Section,
12-ga.
31"
787
12'-6"
3810
W-Beam
Section,
12-ga.
A
12'-6"
3810
W-Beam
Section
12-ga.
Soil
Concrete Apron
6'-3"
1905
W-Beam
Section
12-ga.
12'-6"
3810
W-Beam
End
Section
12-ga.
BCT post in 6' [1829] Long
(Galvanized) Foundation
Tubes, Ground Line Strut,
and BCT Cable Anchor
Notes:
W6x8.5 [W152x12.6] 72" [1829] Long Posts
with 6x12x14 1/4" [152x305x362] Blockouts
(1)
(2)
C
ELEVATION VIEW
Posts nos. 7, 32, and 33 are place in 3' [914] diameter holes.
Post no. 8 has to be placed in a 2' [610] diameter hole due to
the location of the bridge pit, the center of post is 1' [305]
away from bridge pier.
All remaining posts in the transition have 2' [610] diameter holes.
D
B
75'-0"
22860
S3x5.7 [S76x8.5] by 44" [1016] Long Posts
Midwest Roadside
Safety Facility
A
MGS Bridge Rail
System Layout
DWG. NAME.
BCT post in 6' [1829] Long
(Galvanized) Foundation
Tubes, Ground Line Strut,
and BCT Cable Anchor
MGS Bridge Rail_V13
SHEET:
1 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:225 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

8
b7
b9
a1
a19
a11
31"
787
32"
813
a12
b6
a13
31"
787
30"
762
8"
203
1
2 "
13
40"
1016
14 1 2 "
368
SECTION B-B
Weak Post Assembly
SECTION A-A
Midwest Roadside
Safety Facility
MGS Bridge Rail
Post Details
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
2 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:14 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

7
a1
E
b8
F
b6
POST 12 POST 13
SECTION D
BRIDGE RAIL SECTIONSPLICE DETAILS
POST 4 POST 5
b4
SECTION C
END SECTION SPLICE DETAILS
part a19
6" [152] long W-Beam
backup plate placed
between guardrail sections
and postat every bridge
post location
a13
a12
1 3 4 "
44
1 3 4 "
44
3
8 "
10
part a13
Square Guardrail Washer
SCALE 1 : 6
1
8 "
3
MGS Bridge Rail
SHEET:
3 of 26
Splice Details
DATE:
11/19/2009
DETAIL E
SCALE 1 : 12
DETAIL F
SCALE 1 : 12
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:24 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

92 5 8 "
2353
G
48 1 8 "
1222
a20
d9
d2
d16
H
a20
b3
a20
d10
b3
d3
I
d1
SIDE VIEW
FRONT VIEW
Midwest Roadside
Safety Facility
MGS Bridge Rail
End Rail Details
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
4 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:25
REV. BY:
UNITS: In.[mm]
KAL/EJ/RF

d13
d6
d8
d11
d3
d16
d16
d12
d15
a16
DETAIL I
d15
a20
b3
d14
d7
a16
DETAIL H
DETAIL G
MGS Bridge Rail
Anchor Details
SHEET:
5 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:6 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

a18
a17
3"
76
TOP VIEW
a10
a14
a15
7 1 2 "
191
a6
4"
102
b3
14 1 2 "
368
8"
203
a16
7"
178
SIDE VIEW
6 1 2 "
165
FRONT VIEW
MGS Bridge Rail
Weak Post Assembly
SHEET:
6 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:5 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

1 1 8 "D
29
TOP VIEW
7"
178
a8
a9
4"
102
3 5 8 "
92
3
8 "
10
5
8 " D
16
4"
102
E70xx
5/16" [7.9]
5
8 "
16
6 1 2 "
165
3 1
16 "
78
SIDE VIEW
FRONT VIEW
MGS Bridge Rail
Weak Post Mounting
SHEET:
7 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
Bracket-Bottom Assembly
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:4 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

1 1 2 "
38
1
2 "
13
3"
76
3 1 4 "
83
2 1 2 "
64
3"
76
6 1 2 "
165
1 1 8 "D
29
2 1 2 "
64
1
2 "
13
3
8 "
10
Part a9
Bottom Mounting
Plate Gusset
7"
178
7
8 "
22
4 3 4 "
121
5
8 " D
16
4"
102
2 1 2 "
64
5
8 " D
16
1"
25
6 1 2 "
165
3
8 "
10
3
8 "
10
4 3 4 "
121
7
8 "
22
Part a10
Backside Retainer Plate
Part a8
Bottom Mounting Plate
MGS Bridge Rail
Weak Post Mounting
SHEET:
8 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
Bracket-Bottom Assembly Details
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:3 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

1
2 "
13
3"
76
TOP VIEW
1
2 "
13
3/8" [9.5]
E70xx
4"
102
2"
51
a5
1
16 "
2
7
16 "
11
1 5 16 "
33
1 5 16 "
33
2"
51
a3
a4
12 1 2 "
318
3/8" [9.5]
E70xx
SIDE VIEW
4"
102
END VIEW
MGS Bridge Rail
Weak Post Mounting
SHEET:
9 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
Bracket-Top Assembly
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:5 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

4"
102
7 1 2 "
191
4"
102
3
8 "
10
1 1 8 "D
29
1 1 2 "
38
3"
76
2"
51
2"
51
7
16 "
11
2 1 2 "
64
2"
51
Part a4
Top Mounting Plate
3
4 " D
19
1
2 "
13
1"
25
1 1 2 "
38
14 1 2 "
368
1 1 2 "
38
1
2 "
13
7
16 "
11
Part a5
Top Mounting Plate Gusset
MGS Bridge Rail
Weak Post Mounting
SHEET:
10 of 26
DATE:
11/19/2009
Part a3
4x4x0.375 Square Tube
[102x102x9.5]
Midwest Roadside
Safety Facility
Bracket-Top Assembly Details
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:3 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

J
2.33
59
9
16 "
14
2 5 16 "
59
3"
76
7 3 16 "
182
3
8 "
10
3/16" [4.8]
DETAIL J
SCALE 1 : 2
3/16" [4.8]
a1
44"
1118
32 1 2 "
826
1"
25
2 3 4 "
70
3
4 "
19
1
4 "
6
a2
12 1 2 "
318
Part a2
Post
Standoff
MGS Bridge Rail
SHEET:
11 of 26
Part a1
S3x5.7 Post
[S76x8.5]
1"
25
Midwest Roadside
Safety Facility
S3x5.7 [S76x8.5] Post and
Standoff Details
DWG. NAME.
MGS Bridge Rail_V13
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:8 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

6"
152
12"
305
3
4 "
19
7 1 8 "
181
3
4 "
19
1"
25
1
4 "
6
1"
25
1 3 4 "
44
1 3 4 "
44
6"
152
7 1 8 "
181
14 1 4 "
362
Part b7
6x12x14 1/4"
[152x305x362] Blockout
4"
102
1 3 4 "
44
6"
152
8"
203
14 1 4 "
362
7 1 8 "
181
14 1 4 "
362
7 1 8 "
181
72"
1829
12"
305
W6x8.5
[W152x12.6]
Alternate Combined Blockout Option:
6x4x14 1/4" [152x102x362] and 6x8x14 1/4" [152x203x362]
Blockouts
MGS Bridge Rail
SHEET:
12 of 26
Part b6
Line Post
Midwest Roadside
Safety Facility
Posts 3-8 and 32-37 Details
DATE:
11/19/2009
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:16 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

6"
152
8"
203
3
16 "
5
3"
76
6"
152
1"
25
4"
102
3
4 "
19 17"
432
8"
203
2 3 4 "
70
5 1 2 "
140
7 1 8 "
181
3
4 "
19
3 3 4 "
95
7 1 2 "
191
28 1 2 "
1"
25
46"
1168
23 7 8 "
606
724
2 1 2 "
64
72"
1829
7
8 "
22
Part d2
BCT (MGS) Timber Post
Part d1
Foundation Tube
MGS Bridge Rail
BCT Timber Posts &
SHEET:
13 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
Foundation Tube Details
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:16 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

Note: (1) 6x19 and 6x25 IWRC cables are equivalent.
80"
2032
50"
1270
Part d16
BCT Anchor Cable (FCA01)
d15
a16
3/4" D [M20] (6x19) Cable
K
8"
203
4"
102
5
8 "
16
7"
178
15"
381
5"
127
8"
203
5"
127
1 1 8 "
29
1"-8UNC [M24] Stud
Threaded Entire Length
DETAIL K
SCALE 1 : 4
1 1 2 "
38
Standard Swaged
Fitting
1 1 4 "
32
Part d6
Anchor Cable Bearing Plate
Midwest Roadside
Safety Facility
MGS Bridge Rail
BCT Anchor Cable
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
14 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:8 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

8 1 4 "
210
1/4" [6.4] 5 1/2" [140]
5 1 2 "
140
2"
51
3
16 "
5
Part d4
Yoke Detail
R 5 16 "
8
7
8
"[22.2] x 2"[51]
22
4"
102
3
4 "
19
2"
51
4"
102
16"
406
4"
102
4"
102
d5
2"
51
13
16 "
21
55°
3"
76
3/16" [4.8]
C6x8.2
[C152x12.2]
5'-7"
1702
Part d3
Strut Detail
R1"
25
Strut
6"
152
Yoke
1 1 2 "
38
Part d7
Anchor Bracket (FPA01)
Scale 1:8
2 3 4 "
70
3"
76
5 5 8 "
143
1 3 4 "
44
3
8 "
10
3/16" [4.8]
1 3 8 "
1 1 8 "
35
29
Part d5
Anchor Bracket Bearing Plate
Scale 1:8
6'-3"
1905
6'-6"
1981
MGS Bridge Rail
Ground Strut & Anchor
SHEET:
15 of 26
DATE:
11/19/2009
Ground Strut
Midwest Roadside
Safety Facility
Bracket Details
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:16 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

13'-6 1 2 "
4128
37 1 2 "
953
L
M
1
8
2
"
216
2"
51
3/4" [19.1]
x 2 1/2" [64]
Slot (TYP.)
part a7
12'-6" [3810] W-Beam Section, 12 gauge, Half Post Spacing
13'-6 1 2 "
4128
75"
1905
part b1
12'-6" [3810] W-Beam Section, 12 gauge, Full Post Spacing
L
SECTION L-L
1" [25] x
1 1/4" [32]
Slot (TYP.)
7'-3 1 2 "
2223
DETAIL M
SCALE 1 : 16
43 3 4 "
1111
6 1 4 "
159
4'-7 7 8 "
1419
43 3 4 "
1111
N
13'-6 1 2 "
4128
part b2
6'-3" [1905] W-Beam Section, 12 gauge, Full Post Spacing
4"
102
(TYP.)
part b5
12'-6" [3810] W-Beam Section, 12 gauge, End Section
DETAIL N
SCALE 1 : 16
1" [25] x
1 1/4" [32]
Slot (TYP.)
3/4" [19.1] x 2 1/2" [64]
Slot (TYP.)
6"
152
3"
76
part a19
6" [152] W-Beam Backup Plate, 12 gauge
Midwest Roadside
Safety Facility
MGS Bridge Rail
Rail Section Details
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
16 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:32 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

75'-0"
22860
O
ELEVATION VIEW
O
P
PLAN VIEW
3'-1 1 2 "
953
Q
c7
c4
c6
c5
DETAIL P
SCALE 1 : 20
SHEET:
NOTES:
(1)
(2)
(3)
The concrete for the bridge deck should have a minimum
28-day concrete compressive strength of 4,000 psi [27.6 MPa].
Shift transverse bars which interfere with vertical bolt sleeves to the
side of the tubes, as needed.
For c1 and c2 use any number of pieces to fit the length with a
minimum of 18" [457] and 24" [610] laps, respectively.
Midwest Roadside
Safety Facility
MGS Bridge Rail
Bridge Deck Details
DWG. NAME.
MGS Bridge Rail_V13
17 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:90 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

c11
c9
R
c10
32"
813
c1
On the top layer of steel, place #3
bar above the #6 rebar loop. Add
c12, 42.5" [1080] long bent #4 bar
to tie across transverse bars
c8
c12
c2
3"
76
DETAIL R
SCALE 1 : 8
c3
On the bottom layer of steel, tie #3
bar above the #6 bars. These bars are
tied to the #5 bars in the deck. Add
c11, 24" [610] long #6 bar
c7
c4
c5
DETAIL Q
SCALE 1 : 16
Midwest Roadside
Safety Facility
MGS Bridge Rail
Bridge Deck Details
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
18 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:16 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

c8
c12
c9
4"
102
12"
305
2 1 2 "
64
12"
305
48"
1219
31 1 4 "
794
12"
305
8 1 2 "
216
c7
c6
1"
25
16 3 8 "
415
8"
203
c10
c1
8 "
103
c4
c2
c3
4 1 2"
c5
2"
51
2"
51
c9
c11
4"
102
12"
305
6"
152
51
6"
152
12"
305
12"
305
SECTION O-O
14 3 8 "
365
Notes: (1)
(2)
(3)
Tie #4 and #6 bars to #3 bars after placement in the deck.
The bottom of #4 and #6 bars are tied at the same plane
as the bottom of the #3 bars. These bars are not centered.
For c1 and c2 use any number of pieces to fit the length
with a minimum of 18" [457] and 24" [610] laps,
respectively.
Midwest Roadside
Safety Facility
MGS Bridge Rail
Bridge Deck Details
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
19 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: 1:8 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

ELEVATION VIEW
S
R
PLAN VIEW
c5
c4
9"
229
4 1 2
"
114
DETAIL R
SCALE 1 : 20
18"
457
DETAIL S
SCALE 1 : 20
13 1 2 "
343
MGS Bridge Rail
4 1 2 "
114
SHEET:
20 of 26
Bridge Deck Dowels
DATE:
11/19/2009
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:90 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

ELEVATION VIEW
U
T
PLAN VIEW
c2
c3
DETAIL T
SCALE 1 : 20
12"
305
DETAIL U
SCALE 1 : 20
3"
76
MGS Bridge Rail
Bridge Deck Bottom Rebar
SHEET:
21 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
with Dowels
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:90 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

ELEVATION VIEW
W
V
PLAN VIEW
c1
c6
c7
DETAIL V
SCALE 1 : 20
4"
102
4"
102
DETAIL W
SCALE 1 : 20
4"
102
3"
76
MGS Bridge Rail
Bridge Deck Top Rebar with
SHEET:
22 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
Dowels
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:90 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

30"
762
17 1 2 "
445
R3" [76]
9"
229
45°
R2" [51]
Part c4
#5 Upper Bent Dowel
15°
12"
305
Part c5
#4 Lower Bent Dowel
R2 1 2 "
64
40"
1016
R3"
76
15 1 2 "
394
Part c10
#6 Rebar Loop
45°
11"
279
11"
279
Part c12
#4 Bent Rebar
MGS Bridge Rail
Bent Rebar
SHEET:
23 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: 1:8 REV. BY:
UNITS: In.[mm] KAL/EJ/RF

Tac Weld
2"
51
2"
51
TOP VIEW
Tac Weld
1
4 "
6
c8
2 5
16 "
59
c9
8"
203
Part c8
Vertical Bolt Sleeve
FRONT VIEW
SIDE VIEW
1 13
16 "
46
Part c9
#3 10" [254] long rebar
Notes:
(1)
(2)
Vertical Bolt Sleeve to be galvanized after fabrication.
For placement in construction, weld #3 bars onto tube
prior to galcanization.
Midwest Roadside
Safety Facility
MGS Bridge Rail
Vertical Bolt Sleeve Assembly
SHEET:
24 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
DWG. NAME.
SCALE: 1:4 REV. BY:
MGS Bridge Rail_V13
UNITS: In.[mm] KAL/EJ/RF

MGS Bridge Rail System
Item No. QTY. Description Material Spec
Hardware
Guide
a1 23 S3x5.7 by 44" long Post A36 Steel Galvanized -
a2 92 2.75"x1"x0.25" S3x5.7 Post Standoff A36 Steel Galvanized -
a3 23 4"x4"x0.375" by 14.5" Long SQ Tube A500 Grade B Steel Galvanized -
a4 23 7.5"x3"x0.4375" Top Mounting Plate A572 Grade 50 Steel Galvanized -
a5 23 Top Mounting Plate Gusset A36 Steel Galvanized -
a6 23 0.625"-11x5"x1.25" Hex Bolt ASTM A325 Type 1 Galvanized FBX16a
a7 6
12'-6" W-Beam MGS Section 1/2 Post
Spacing
12 gauge AASHTO M180 -
a8 23 L7x4x0.375 Bottom Mounting Plate A36 Steel Galvanized -
a9 23 L7x4x0.375 Bottom Mounting Plate Gusset A36 Steel Galvanized -
a10 23 6.5"x2"x0.375" Backside Retainer Plate A36 Steel Galvanized -
a11 23 0.3125" Dia. Hex Nut Grade 5 -
a12 23 0.3125"-18x1.25"x1.25" Hex Bolt Grade A307 FBX08a
a13 23 1.75"x1.75"x0.125" Square Guardrail Washer A36 Steel RWR01
a14 23 1"-8x11"x2.5" Hex Bolt Grade 5
a15 46 1" Flat Washer F436 Grade 1 Galvanized -
a16 27 1" Dia. Hex Nut ASTM A563 DH Galvanized FBX24a
a17 46 0.5"-13x6"x6" Hex Bolt ASTM A325 Type 1 Galvanized FBX14a
a18 46 0.5" Dia. Hex Nut ASTM A563 DH Galvanized FBX14a
a19 23 6" W-Beam Backup Plate 12 gauge AASHTO M180 -
a20 44 0.625" Flat Washer F436 Grade 1 FWC166
b1 6
12'-6" W-Beam MGS Section Full Post
Spacing
12 gauge AASHTO M180 -
b2 1 6'-3" W-Beam MGS Section 12 gauge AASHTO M180 -
b3 47 0.625" Dia. Hex Nut ASTM A563 DH Galvanized FBX16a
b4 112 0.625"x1.5" Guardrail Bolt and Nut Grade A307 FBB01
b5 2 12'-6" W-Beam MGS End Section 12 gauge AASHTO M180 RWM04a
b6 13
W6x8.5 by 72" long (W6x9 can be
substituted)
A36 Steel
PWE06
b7 13 6"x12"x14 1/4" Blockout SYP Grade No.1 or better -
b8 13 0.625"x14" Guardrail Bolt and Nut Grade A307 FBB06
b9 13 16D Double Head Nail - -
c1 5 #4 Straight Rebar, Total Length 74.5' Grade 60 -
c2 5 #5 Straight Rebar, Total Length 74.5' Grade 60 -
c3 76 #5 Straight Rebar, 45" long Grade 60 -
c4 100 #5 Upper Bent dowel, total length unbent 42" Grade 60 -
c5 49
#4 Lower Bent Dowel, total length unbent
23.5"
Grade 60 -
c6 75 #4 Transverse Bar, 45" long Grade 60 -
c7 149 #6 Transverse Bar, 45" long Grade 60 -
c8 23 2"x2"x1/4" by 8" Long Bolt Sleeves ASTM A500 Grade B -
c9 46 #3 Straight Rebar, 10" long Grade 60 -
Midwest Roadside
Safety Facility
MGS Bridge Rail
Bill of Materials
DWG. NAME.
MGS Bridge Rail_V13
SHEET:
25 of 26
DATE:
11/19/2009
DRAWN BY:
MW/RJT
SCALE: None REV. BY:
UNITS: In.[mm] KAL/EJ/RF

MGS Bridge Rail System
Item No. QTY. Description Material Spec Hardware Guide
c10 23 #6 Rebar Loop, Total Length Unbent 89" Grade 60 -
c11 23 #6 Straight Rebar, 24" long Grade 60 -
c12 23 #4 Bent Rebar, Total Length Unbent 42.5" Grade 60 -
c13 1 Concrete Deck f'c = 4,000 psi -
d1 4 72" Foundation Tube ASTM A53 Grade B Schedule 40 PTE05
d2 4 BCT Timber Post -MGS Height SYP Grade No. 1 or better PDF01
d3 2 Straight Ground Strut 67" long C6x8.2 Channel Section A36 Steel PFP01
d4 4 Yoke A36 Steel PFP01
d5 2 Anchor Bracket End Plate A36 Steel FPA01
d6 2 5"x8"x0.625" Anchor Bearing Plate A36 Steel FPB01
d7 2 Anchor Bracket A36 Steel FPA01
d8 2 2" Schedule 10 x 6" long BCT Hole Insert ASTM A53 Grade B FMM02
d9 4 0.625"x10" Guardrail Bolt Grade A307 FBB03
d10 4 0.625"x10" Hex Head Bolt A307 FBX16a
d11 4 0.875"x7 1/2" Hex Head Bolt Grade 5 FBX22a
d12 4 0.875" Dia. Hex Nut Grade 5 FBX22a
d13 8 0.875" Flat Washer Grade 5 FWC22a
d14 16 0.625"x1 1/2" Hex Head Bolt Grade A307 FBX16a
d15 4 1" Flat Washer Grade 5 FWC24a
d16 2 BCT Anchor Cable Assembely
0.75" 6x9 IWRC IPS Galvanized
Wire Rope
FCA01-02
MGS Bridge Rail
Bill of Materials Continued
SHEET:
26 of 26
DATE:
11/19/2009
Midwest Roadside
Safety Facility
DWG. NAME.
MGS Bridge Rail_V13
DRAWN BY:
MW/RJT
SCALE: None REV. BY:
UNITS: In.[mm] KAL/EJ/RF