43"1092
25°
1714556'-3"9 Spaces @ 75" =
2095568'-9"22 Spaces @ 37 1/2" =
1524050'-0"
99" 88935"40"
2515
8 Spaces @ 75" =
10161905(typ.)
6'-3"
1130"44 12
175'-0"53340
6'-3"
W-BeamSection12-ga.
1905
3810
12-ga.Section,W-Beam
12'-6"
3810
12-ga.Section,W-Beam
12'-6"W-BeamEnd
Section12-ga.
38103810
12-ga.Section,W-Beam
12'-6"W-BeamSection,12-ga.
12'-6"3810
3810
12-ga.Section,W-Beam
12'-6"W-BeamSection,12-ga.
12'-6"3810
3810
12-ga.Section,W-Beam
12'-6"
3810
12-ga.Section,W-Beam
12'-6"
3810
12-ga.Section,W-Beam
12'-6"3810
12-ga.Section,W-Beam
12'-6"
3810
12-ga.SectionEnd
W-Beam
12-ga.SectionW-Beam
12'-6"12'-6"3810
12'-6"W-BeamSection,12-ga.
12'-6"3810
Bridge Pit
PLAN VIEW
401 2 3 4 5 6 7 8 910
11 1314
151617
1819
202122
2324
2526
2728
2930
31 32 33 34 35 3936
Bridge Deck
37
Concrete Apron
38
SoilImpact: 8'-3" [4877] Upstream of Centerline of the Splice at Post No. 20.Impact Line Referenced to Left Side of (MASH) 1100C Passenger Car.
SCALE: 1:225DWG. NAME.
MW/RJT
6/24/2009
Midwest Roadside
SHEET:
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MGS Bridge Rail-2_V1
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System Layout
(2)
12
Notes: (1) 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.
BCT post in 6' [1829] Long
ELEVATION VIEW
and BCT Cable Anchor
C
and BCT Cable AnchorTubes, Ground Line Strut,(Galvanized) Foundation
with 6x12x14 1/4" [152x305x362] Blockouts
BCT post in 6' [1829] Long(Galvanized) FoundationTubes, Ground Line Strut,
W6x8.5 [W152x12.6] 72" [1829] Long Posts
S3x5.7 [S76x8.5] by 40" [1016] Long Posts
D
75'-0"22860
31"787
B
B
A
A
SCALE: 1:14
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MGS Bridge Rail - 2
Post Details
a13
SECTION B-B
a19
a1
a12
Weak Post Assembly
a11
14 12 "368
31"787
12 "13
8"203
30"762
b6
SECTION A-A
b8 b9b7
32"813
40"1016
31"787
SCALE: 1:24
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Splice Details
SECTION DBRIDGE RAIL SECTIONSPLICE DETAILS
part a13Square Guardrail Washer
SCALE 1 : 6
a13
post location
DETAIL F SCALE 1 : 12
part a196" [152] long W-Beam backup plate placed
between guardrail sections and postat every bridge
a12
POST 4 POST 5
b7
b8
b6
SECTION CEND SECTION SPLICE DETAILS
E
1 34 "44
1 34 "44
38 "10
SCALE 1 : 12DETAIL E
b4
POST 12 POST 13
a1
F
18 "3
48 18 "1222
MGS Bridge Rail-2_V1
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End Rail Details
SCALE: 1:25
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
d9
b3
a20
d10
a20
a20
b3
SIDE VIEW
d2
d1
d3
d16
FRONT VIEW
G
H
I
92 58 "2353
SCALE: 1:6
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MGS Bridge Rail - 2
Anchor Details
d15
DETAIL G
d14b3d7
a20
a16
d11
DETAIL I
d13
d12
DETAIL H
d16
d6
d15a16
d16d3
d8
SCALE: 1:5
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MGS Bridge Rail - 2
Weak Post Assembly
SIDE VIEW
TOP VIEW
FRONT VIEW
a6b5
6 12 "165
4"102
a18
a17
a10
3"76
a15
a14
a16
8"203
14 12 "368
7 12 "191
7"178
SCALE: 1:4
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Weack Post Mounting
Bracket-Bottom Assembly
TOP VIEW
SIDE VIEW FRONT VIEW
5/16E70xx
4"102
7"178
38 "103 58 "
92
58 "16
1 18 "29
a8 a9
6 12 "165
4"1025
8 "16
3 116 "78
SCALE: 1:3
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Weak Post Mounting
Bracket-Bottom Assembly Details
Part a8Bottom Mounting Plate
Part a9Bottom Mounting
Plate Gusset
Part a10Backside Retainer Plate
7"178
4"102
38 "10
3 14 "83
1 12 "38
6 12 "165
1 18 "29
58 "16
4 34 "121
78 "22
2 12 "64
6 12 "165
78 "22
4 34 "121
58 "16
1"25
2 12 "64
2 12 "64
12 "13
12 "13
3"76
3"76
38 "10
38 "10
SCALE: 1:5
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Weak Post Mounting
Bracket-Top Assembly
END VIEW
TOP VIEW
SIDE VIEW
a5
a3
a4
3/8E70xx
2"51
4"102
2"51
116 "2
12 12 "318
3/8E70xx
12 "13
12 "13
3"76
716 "11
1 516 "33
1 516 "33
4"102
SCALE: 1:3
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Weak Post Mounting
Bracket-Top Assembly Details
Part a34x4x0.375 Square Tube
Part a5Top Mounting Plate Gusset
Part a4Top Mounting Plate
14 12 "368
34 "19
2 12 "64
2"51
4"102
38 "10
4"102
716 "11
3"76
7 12 "191
2"51
1 12 "38
1 18 "29
1 12 "38
1"25
2"51
12 "13
12 "13
1 12 "38
716 "11
SCALE: 1:8
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MGS Bridge Rail - 2
S3x5.7 Post and Standoff Details
Part a2Post Standoff
Part a1S3x5.7 Post
a2
3"76
1"25
12 12 "318
34 "19
32 12 "826
J
a1
44"1118
2 516 "59
7 316 "182
916 "14
38 "10 SCALE 1 : 2
3/16DETAIL J 3/16
2.3359
2 34 "70
1"25
14 "6
SCALE: 1:16
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MGS Bridge Rail - 2
Posts 3-8 and 32-37 DetailsPart b6Line Post
Part b76x12x14 1/4" Blockout
Alternate Combined Blockout Option:6x4x14 1/4" and 6x8x14 1/4" Blockouts
W6x8.5
14 "63
4 "19
1"25
1"25
7 18 "181
34 "19
8"203
12"305
4"102 1 34 "
44
6"152
7 18 "18114 14 "
362
72"1829
12"305
6"152
1 34 "44
14 14 "362
7 18 "181
1 34 "44
6"152
14 14 "362
7 18 "181
34 "19
72"1829
6"152
3"76
1"25
34 "19
Part d1Foundation Tube
Part d2BCT (MGS) Timber Post
SCALE: 1:16
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MGS Bridge Rail - 2
BCT Timber Posts &
Foundation Tube Details
6"152
8"203
316 "5
17"432
8"203
4"102
1"25
5 12 "140
46"1168
7 18 "181
23 78 "606
78 "22
34 "19
2 34 "70
28 12 "724
7 12 "191
3 34 "95
2 12 "64
Part d16BCT Anchor Cable (FCA01)
d15 a16
3/4" D (6x19) Cable
K
80"2032
50"1270
SCALE: 1:8
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
BCT Anchor Cable
58 "16
Part d6Anchor Cable Bearing Plate
Note: (1) 6x19 and 6x25 IWRC cables are equivalent.
Entire Length SCALE 1 : 4DETAIL K 1"-8UNC Stud Threaded
Standard SwagedFitting
1 14 "32
1 12 "38
5"127
7"178
15"381
4"102
8"203
5"1278"
203
1 18 "29
2"51 Part d4
Yoke Detail
Ground Strut
Part d5Anchor Bracket Bearing Plate
Scale 1:8
8 14 "210
5 12 "140
316 "5
R 516 "8
SCALE: 1:16
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Ground Strut & Anchor
Bracket Details
Part d3Strut Detail
Strut
Yoke
3/16
3/16
Part d7Anchor Bracket (FPA01)
Scale 1:8
d5
2"51
4"102
4"102
4"102
2"51
16"406
55.00°
5 58 "143
1 34 "44
6'-3"19056'-6"1981
1/4" 5 1/2"
1316 "21
34 "19
3"76
1 12 "38
2 34 "70
1 38 "35
1 18 "29
38 "10
4"102
78 "x2" [51]22
C6x8.2
R1"25
6"152
5'-7"1702
3"76
37 12 "953
4'-7 78 "1419
1 5128
2"
216"
6 14 "159
3"76
4"
(TYP.)102
75"1905
43 34 "1111
part a712'-6" [3810] W-Beam Section, 12 gauge, Half Post Spacing
M
13'-6 12 "4128
L
L
SCALE: 1:32
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Rail Section Details
N
43 34 "1111
13'-6 12 "4128
part b512'-6" [3810] W-Beam Section, 12 gauge, End Section
part b112'-6" [3810] W-Beam Section, 12 gauge, Full Post Spacing
SECTION L-L
part b26'-3" [1905] W-Beam Section, 12 gauge, Full Post Spacing
part a196" [152] W-Beam Backup Plate, 12 gauge
Slot (TYP.)1" x 1 1/4"
SCALE 1 : 16DETAIL M
3/4" x 2 1/2" Slot (TYP.)
3/4" x 2 1/2" Slot (TYP.)
6"152
DETAIL N SCALE 1 : 16
1" x 1 1/4" Slot (TYP.)
13'-6 12 "4128
7'-3 12 "2223
3'-1 12 "953
NOTES: 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" and 24" laps, respectively.
(1)
(2)
(3)
SCALE: 1:90
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MGS Bridge Rail - 2
Bridge Deck Details
ELEVATION VIEW
75'-0"22860 O
O
PLAN VIEW QP
c6
DETAIL P SCALE 1 : 20
c4
c7
c5
3"76
32"813
SCALE: 1:16
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Bridge Deck Details
R
DETAIL Q SCALE 1 : 16
c1
c2
c4c5
c3
c7
c9
c11
c12
c10
to tie across transverse bars
On the bottom layer of steel, tie #3
SCALE 1 : 8DETAIL R
c11, 24" [610] long #6 bartied to the #5 bars in the deck. Add bar above the #6 bars. These bars are
On the top layer of steel, place #3 bar above the #6 rebar loop. Add c12, 42.5" [1080] long bent #4 bar
c8
8 "1034 1
2"51
16 38 "415
SECTION O-O
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 legthwith a minimum of 18" and 24" laps, respectively.
SCALE: 1:8
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Bridge Deck Details
c1
c2 c3
c4
c5
c6
c10
c9
c9
c11
c7
c12
c8
48"1219
31 14 "794
8"203
2"51
6"152
12"305
12"305
4"102
12"305
14 38 "365
6"152
2 12 "64
4"102
2"51
1"25
12"305
12"305
12"305
8 12 "216
"1144 12
18"457
13 12 "343
SCALE: 1:90
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Bridge Deck Dowels
PLAN VIEWR
S
c5DETAIL R
SCALE 1 : 20c4
9"229
ELEVATION VIEW
DETAIL S SCALE 1 : 20
4 12 "114
3"7612"
305
PLAN VIEW
ELEVATION VIEW
SCALE: 1:90
MGS Bridge Rail-2_V1
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KAL/EJ/RFUNITS: In.[mm]
MGS Bridge Rail - 2
Bridge Deck Bottom Rebar
with Dowels
T
U
DETAIL U SCALE 1 : 20DETAIL T
SCALE 1 : 20
c2
c3
3"76
4"102
4"102
4"102
SCALE: None
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Bridge Deck Top Rebar with
Dowels
PLAN VIEW
ELEVATION VIEW
V
W
DETAIL W SCALE 1 : 20
SCALE 1 : 20DETAIL V
c1
c7
c6
Part c5 #4 Lower Bent Dowel
Part c10#6 Rebar Loop
Part c12#4 Bent Rebar
SCALE: 1:8
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MGS Bridge Rail - 2
Bent Rebar
R2"
Part c4#5 Upper Bent Dowel
30"762
17 12 "445
15°
6"
45°
9"229
12"305
40"1016
5"127
15 12 "394
11"279
11"279
R3"76
45°
SCALE: 1:4
MGS Bridge Rail-2_V1
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MGS Bridge Rail - 2
Vertical Bolt Sleeve Assembly
Part c8Vertical Bolt Sleeve
Vertical Bolt Sleeve to be galvanized after fabrication.
For placement in construction, weld #3 bars onto tube prior to galcanization.
(1)
(2)
Notes:
Part c9#3 10" long rebar
SIDE VIEWFRONT VIEW
TOP VIEW
Tac Weld
Tac Weld
2 516 "59
1 1316 "46
8"203
c8
c9
2"51
2"51
14 "6
MGS Bridge Rail System
Item No. QTY. Description Material Spec Hardware Guide
a1 23 S3x5.7 by 40" long Post A36 Steel Galvanized -
a2 92 2.75x1x0.25 S3x5.7 Post Standoff A36 Steel Galvanized -
a3 23 4x4x0.375" SQ Tube A500 Grade B Steel Galvanized -
a4 23 7.5x3x0.4375 Top Mounting Plate A572 Grade 50 Steel Galvanized -
a5 23 Top Mounting Plate Gusset A36 Steel Galvanized -
a6 23 Hex Bolt 0.625-11x5x1.25 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 6.5x2x0.375 Backside Retainer Plate A36 Steel Galvanized -
a11 23 0.3125" Dia. Hex Nut Grade 5 -
a12 23 Hex Bolt 0.3125-18x1.25x1.25 Grade A307 FBX08a
a13 23 1.75x1.75x0.125 Square Guardrail Washer A36 Steel RWR01
a14 23 Hex Bolt 1-8x11x2.5 Grade 5
a15 46 1" Flat Washer F436 Grade 1 Galvanized -
a16 27 1" Dia. Hex Nut ASTM A563 DH Galvanized FBX24a
a17 46 Hex Bolt 0.5-13x6x6 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" Dia. 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" Dia. x 1.5" 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 72" long (W6x9 can be substituted) A36 Steel PWE06
b7 13 6x12x14 1/4" Blockout SYP Grade No.1 or better -
b8 13 0.625" Dia. x 14" long Guardrail Bolt and Nut Grade A307 FBB06
b9 13 16D Double Head Nail - -
c1 5 #4 Straight Rebar, Total Lenght 74.5' Grade 60 -
c2 5 #5 Straight Rebar, Total Lenght 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 Tube Housing ASTM A500 Grade B -
c9 46 #3 Straight Rebar, 10" long Grade 60 -
UNITS: In.[mm]
MGS Bridge Rail - 2
SCALE: None
MGS Bridge Rail-2_V1
SHEET:
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Bill of Materials
SCALE: None
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MGS Bridge Rail - 2
Bill of Materials Continued
MGS Bridge Raill 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 Lenght 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 5x8x0.625" 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" Dia. x 10" long Guardrail Bolt Grade A307 FBB03
d10 4 0.625" Dia. x 10" long Hex Head Bolt A307 FBX16a
d11 4 0.875" Dia. x 7 1/2" long Hex Head Bolt Grade 5 FBX22a
d12 4 0.875" Dia. Hex Nut Grade 5 FBX22a
d13 8 0.875" Dia. Flat Washer Grade 5 FWC22a
d14 16 0.625" Dia. x 1 1/2" long Hex Head Bolt Grade A307 FBX16a
d15 4 1" Dia. Flat Washer Grade 5 FWC24a
d16 2 BCT Anchor Cable Assembely 0.75" 6x9 IWRC IPS Galvanized Wire Rope FCA01-02