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.

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Midwest Roadside

SHEET:

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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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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

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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

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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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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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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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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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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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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

MGS Bridge Rail-2_V1

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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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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

MGS Bridge Rail-2_V1

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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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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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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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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

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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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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

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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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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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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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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

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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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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

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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