S.D.

R.

A.

252627

33 34

28

252630

31 32 35 36

2829

234

1415

2 13

910 11 12

1314151617

MURDO

POP. 612

FAS

FA

SFAS

FA

S

FAS

FAS

9083

90

83

Loop

35

Murdo

Dam

BEGIN IM 0904(50)189

END IM 0904(50)189

Exit 191 Exit 192

9083

MRM 191.15 (I-90E)

Str. # 38-166-196

West

Fork

Hay Creek

Hay

Creek

Johnny

Creek

Bull Creek

0+00

52

+70.6

105

+76.9

158

+78.1

209

+80.7

274

+74.5

340

+75.6

397

+20.5

450

+03.9

MRM 192.65 (I-90E)

Str. # 38-180-198

1456

07/19/2016Plotting Date:

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1:7906.18

1

Plotted

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Scale -

File - ...\region

P\prj\Jone00

GL\

Title.dgn

Plot

Na

me -

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

Sta. b 227+77.37

Equation: Sta. a 227+31.49 =

Sta. c 381+36.61

Equation: Sta. b 380+91.82 =

M.R.M.= 198.00 + 0.049

Station c 445+70.00

Median Crossover, In Place

Station c 445+70.00

MRM 194.81 (I-90E)

Str. # 38-200-191/Approach Slabs

Sta. b 272+64 to Sta. b 273+84

Surfacing Exception

Sta. a 38+19.06

Equation: Sta. 38+18.00 =

Median Crossover, In Place

Sta. 0+00.00

MRM = 189.00 +0.634

Station 0+00.00

SECTION S: PERMANENT SIGNING PLANS

IM 0904(50)189 S1 S8

Erection Details for PostsS7-S8

Erection Details for SignsS6

Delineator DetailsS3-S5

Quantities and NotesS2

S1 General Layout with Index

ESTIMATE OF QUANTITIES

SALVAGE TRAFFIC SIGN All existing signs listed for salvage in the Table of Signs to be Salvaged shall be dismantled and delivered to the Murdo Maintenance Yard. All bases, posts, footings and hardware become the property of the Contractor. All cost for labor and equipment necessary to remove, dismantle, and deliver the signs to the Murdo maintenance Yard shall be incidental to the contract unit price per each for Salvage Traffic Sign. TABLE OF SIGNS TO BE SALVAGED M.R.M. Sign Description Sign Support 190.85 EXIT 191 Steel 191.48 YIELD Telespar 191.75 Route Markers Telespar 192.20 Home Of Telespar 192.43 EXIT 192 Steel 192.89 YIELD Telespar 193.04 Give ‘Em a Brake Telespar 193.09 Slippery / Wet Telespar 193.19 Route Markers Telespar 193.31 Speed Limit Telespar 193.39 Emergency Park Telespar 194.27 No Littering Telespar 194.48 YIELD Telespar PERMANENT SIGNING Salvaged signs shall be reset by State forces. SIGN POST FOOTINGS The exposed portion of fixed base concrete footings shall be formed to provide a uniform diameter section and half-inch chamfer on the grout pad as shown on the

footing details. The amount of exposed concrete footings on the up-slope side of the footing shall not be greater than 3 inches as shown on the footing details. Footings for breakaway signs shall be below ground as shown on the footing details and need not be formed. Sign Post Footing Data is shown in the Erection Details for Two-Post One-Direction Breakaway Sign Supports sheets. REMOVE EXISTING CONCRETE SIGN POST FOOTINGS The Contractor shall remove the two concrete sign footings located at Sta. 141+00 Right to a minimum of 2’ below the ground surface. Restoration of the disturbed area shall be to the satisfaction of the Engineer. All costs for removing the two footings of the existing sign shall be incidental to the contract Lump Sum price for “Remove Concrete Footing(s)”. REMOVE, SALVAGE, RELOCATE AND RESET TRAFFIC SIGN The existing “I90 Closed When Flashing” sign located at Sta. 141+00 Right shall be removed and reset as directed by the Engineer due to the widening of the road at this location. Existing traffic sign, posts and hardware removed and not salvaged for reset shall become the property of the Contractor. Any damage to the sign during the removal and reset of this sign shall be at the cost of the Contractor. The installation height of signs shall not exceed the minimum by more than 1.0 foot. All costs associated with the removal, salvage, relocate and reset of this sign including any electrical connections and hardware shall be incidental to the contract unit price per each for “Remove, Salvage, Relocate and Reset Traffic Sign”. DELINEATOR (MAINLINE INTERSTATE) Do not add extra delineators at the truck check pullout areas, follow the Delineator Layout Mainline Interstate diagram.

PROJECT STATE OF

S.D. IM 0904(50)189

SHEET NO.

S2

S8

TOTAL SHEETS

DELINEATOR LAYOUT

LEGEND

INTERSTATE

90

PROJECTSTATE

OF

SHEET

NO.

TOTAL

SHEETS

S.D.

POSTS SHALL BE 1.12 LB/FT

(TYPICAL)MAINLINE INTERSTATE

@ 225’ SPACING

4"x4" WHITE

CURVE DELINEATION @ 528’ SPACING

4"x4" WHITE

TANGENT DELINEATION

@ 225’ SPACING

4"x4" WHITE

CURVE DELINEATION@ 528’ SPACING

4"x4" WHITE

TANGENT DELINEATION

4"x4" DELINEATOR

NO SCALE

S3 S8IM 0904(50)189

PROJECTSTATE

OF

SHEET

NO.

TOTAL

SHEETS

S.D.

LEGEND

INTERSTATE

90

NO SCALE

DELINEATOR LAYOUT

SEE INSET A

25’

RAMPS

SIGN

EXIT GORE

(TYPICAL)

INSET A - GORE AREA DELINEATION

S8S4

@ 25’ SPACING

5 - 4"x8" AMBER

AT POINT OF GORE

MARKER INSTALLED

TYPE 2 OBJECT

8"X24" YELLOW

@ 25’ SPACING

5 - 4"x8" WHITE

4"x4" DELINEATOR

4"x8" DELINEATOR

POSTS SHALL BE 1.12 LB/FT

@ 100’ SPACING

4"x4" WHITE

@ 100’ SPACING

5 - 4"x8" WHITE

@ 100’ SPACING

4 - 4"x8" WHITE

@ 100’ SPACING

6 - 4"x4" AMBER

@ 100’ SPACING

4"x4" WHITE@ 100’ SPACING

4 - 4"x8" WHITE@ 50’ SPACING

8 - 4"x8" WHITE

IM 0904(50)189

4’- 0"

1"

4"

4"

4"

x�" Radius

MAXIMUM 6’- 0"

VARIABLE SLOPE

2’

1"

x�" Radius

1�"

5"

4"

8"

DIRECTION OF TRAFFIC

.250".500"

.280"

.359"

POST

COLLAR

�" FASTENER

G

SHEAR POINT

**

**

WASHER

DELINEATOR

1"

(TYPICAL)

TRAFFIC

TRAFFIC

6’ Typical

STRUCTURE WIDTH GREATER THAN OR EQUAL TO FULL ROADWAY WIDTH

LOCATION DETAILS

DELINEATOR ERECTION DETAILS

4’- 0"

PLACEMENT BEHIND GUARDRAIL

CUTAWAY OF POST SHOWING FASTENENER

POST DETAIL

SHOULDER

SHOULDER

SHOULDER

SHOULDER

TRAFFIC

TRAFFIC

SHOULDER

SHOULDER

SHOULDER

SHOULDER

6’

6’

STRUCTURE WIDTH GREATER THAN OR EQUAL TO FULL ROADWAY WIDTH - ONE-WAY TRAFFIC

BACK TO BACK SINGLE

PROJECTSTATE

OF

SHEET

NO.

TOTAL

SHEETS

S.D.

3’- 0"

MAXIMUM 6’- 0"

VARIABLE SLOPE

3’

TYPE 2 OBJECT MARKER INSTALLATIONwith Yellow Diamond Grade reflective sheeting

4" 4�"

8"

24"15"

Mounting Holes are�" diameter

PAVEMENT

EDGE OF

SHOULDER

TOP EDGE OF

edge of pavement.

top of post to the

ground and 4 ft. from

for 2 ft. depth in the

size post that allows

Install the appropriate

0.180" MAX.

0.150" MIN.

G = GRIP RANGE

TYP. 30 Holes

�" Diameter

green(delineator post)

channel post painted

1.12 lb./ft. flanged

CENTERS

AT 1 INCH

30 HOLES

Engineer.

Blind Rivets with Collar, may be approved by the

Alternative methods of fastening, such as �"

Typical

50’ Center to Center

PAVEMENT

EDGE OF

be �" diameter

Mounting Holes in all Delineators to

DELINEATORS ON POSTDETAIL FOR SINGLE MOUNTING

Typical

50’ Center to Center

PAVEMENT

EDGE OF

SHOULDER

TOP EDGE OF

MARKEROBJECTTYPE 2

S5 S8

4"x4" and 4"x8" DELINEATORS

4"x4" DELINEATOR4"x8" DELINEATORS

4"x4" DELINEATORS

See Erection Details for Delineators.

4"x4" (White) Single Mount Delineator, Typical.

See Erection Details for Delineators.

4"x4" (Amber) Single Mount Delineator, Typical.

Typical. See Erection Details for Delineators.

4"x4" (White) Back to Back Delineator

5"

1"

1"

�" RAD.

2 HOLES

2" 2"

4"

Sch 40 PVC

4" TUBULAR DELINEATORS

IM 0904(50)189

90 DGREE ELBOW

SEC. A - A

A

A

ERECTION DETAILS FOR INTERSTATE HIGHWAY SIGNS

CLOSURE SIGN

TOP EDGE OF SHOULDER

EDGE OF PAVEMENT

VARIABLE SLOPE

RETAINER

W POST

BREAKAWAY COUPLERS.

SPACING AND AT

CLAMPS AT 2’ MAXIMUM

BREAKAWAY COUPLER

W/ TUNNEL VISOR

12" YELLOW BEACON

FRONT VIEW REAR VIEW

1’

16’-0"

7’-0" MIN

7’-6" MAX

7’-0" MIN

AT FUSE PLATE JOINT

FLEXIBLE CONDUIT

AT SLIP BASE

FLEXIBLE CONDUIT

BANDING MAT’L.(AS REQ’D)

GALVANIZED CONDUIT

1.5" RIGID

BUSHING

GALVANIZED CONDUIT

1.5" RIGID

STEEL CONDUIT

RIGID GALV.

STEEL CONDUIT

RIGID GALV.

T

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

07/18/2016Plotting Date:

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1:13.8

Plotted

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Scale -

S6 S8 IM 0904(50)189

Fuse

Splice

Approved

Wire

Electrical

Breakaway Splice

Ground per NEC

GENERAL NOTES:

with the male plugs pointing down.

Connectors shall be breakaway type

complete design.

only and are not intended to be a

Details are provided for example

box nearest the base of the sign.

Splice may be located within junction

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

TB

PCNXDSPGCNTYPCNX

CHECKED BYDRAWN BYDESIGNED BY

BRIDGE ENGINEER

1 2

S. D. DEPT. OF TRANSPORTATION

OF

FOR

Pitch Correction

Specification Update

3/24/11

AV

DM

7/11/05

BYDATEDREVISIONMK

ERECTION DETAILS

TWO-POST ONE-DIRECTION

BREAKAWAY SIGN SUPPORTS

RH/DM RH/DM

BSTDBS2A

SHOP PLANS-

PLATES AND STIFFENERS-

ASSEMBLY OF FRICTION FUSE PLATES, BACK

PROCEDURE FOR ASSEMBLING SLIP BASE-

by the use of load indicator washers.

entire sign has been erected.

until each bolt has been tightened to the specified torque corresponding to

3. Plumb post by adding shims between slip plates.

with one Hardened Washer on each bolt between slip plates.

2. Connect main post to Stub Post with clean unlubricated bolts and nuts

1. Place galvanized Sheet Metal Diaphrams on top of the lower slip plate.

9. All welding and weld inspection shall be in accordance with the latest edition

smooth (metal projecting beyond the plane of the plate face will NOT be allowed).

accordance with ASTM A123.

7. All structural steel including Posts and Post Stubs shall be galvanized in

ASTM F436. All hardware shall be galvanized in accordance with ASTM F2329.

may conform to either ASTM A325 or ASTM A449. Washers shall conform to

’’ diameter bolts216. All Bolts and Nuts shall conform to ASTM A325 except that

5. Spiral Reinforcing Steel may be fabricated from cold drawn wire

Grade 60.

3. Structural Steel shall comform to ASTM A36.

2. Concrete Footings shall be Class M6 - fc = 4000 p. s. i.

1. Design Specification: AASHTO Standard Specifications for

Signals, 2001 Edition with 2003 Interims.

Structural Supports for Highway Signs, Luminaires and Traffic

4. All Reinforcing Steel, except spirals, shall conform to ASTM 615

strength requirements of ASTM A615, Grade 60.

8. All Bolt Holes shall be drilled. All plate cuts shall preferably be saw cuts.

However, Flame Cutting will be permitted providing all edges are ground

of AWS D 1.5 Structural Welding Code.

4. Tighten bolts to a practical maximum, using a 12’’ - 15’’ wrench in order

to bed surfaces and clean threads. DO NOT TIGHTEN TO PROOF LOAD.

5. Loosen all bolts and retighten in increments, using a systematic order,

the post size used (See Slip Base Plate Data). Tighten bolts only to the

torque specified. DO NOT OVERTIGHTEN. Check torque on each bolt after

NOTES-

S3X5. 7

S4X7. 7

S5X10

W6X12

W6X15

W6X20

W8X18

Post Size A

W10X33

W8X31

W8X28

W8X24

W8X21

B C Bolt Sizet1

’’41 ’’2

1’’85 ’’8

13

d1GFED

’’21

’’21

’’87

’’41

’’83

’’83

’’83

’’83

’’21

’’21

’’169

’’85

’’43

’’21

’’85

’’85

’’85

’’43

’’43

’’87

1’’

3’’

4’’

6’’

6’’

’’87 3’’

8’’

8’’

’’169

’’1611

’’1615

’’85

’’85

’’43

’’43

’’87

1’’

3’’

2’’

4’’

’’85

’’43

’’43

’’43

’’43

’’87

’’87

’’852

’’415

’’415

’’216

’’216

’’812

’’413

’’413

’’852

’’852

"213

’’833

’’434

’’414

’’412

’’212

’’212

’’212

’’212

’’212

’’213

’’214 ’’4

12 ’’877

’’216

’’855

’’215

’’854

’’854

’’214

’’214

’’214

1’’

’’852 ’’16

9

’’831

’’831

’’1651

’’1651

’’211

’’1691

’’851

’’871

’’211

’’211

’’851 ’’8

5

’’85

’’21

’’811

’’211

’’211

’’811

’’811

’’811

’’831

’’831

’’831

’’831

’’831

’’851

’’431

’’813

1’’

’’811

’’411 ’’8

11

S3X5. 7

S4X7. 7

S5X10

W6X12

W6X15

W6X20

W8X18

W8X21

W8X24

W8X28

W8X31

W10X33

Post Size A B C Bolt Sizet2d1-

KJ I-

’’852 ’’16

9 ’’214 7’’ ’’4

1

’’852 ’’16

9 ’’214 7’’ ’’4

1

’’41

’’41

’’41

’’41

’’41

’’41

3’’

4’’

6’’

6’’

’’415

’’216

’’415

’’216

8’’

8’’

’’1611

’’1615 ’’8

12

’’413

’’413

’’852

’’852

’’213

’’833

’’434

’’414

2’’

’’434

’’434

’’415

’’415

’’435

’’435

6’’

6’’

’’216

7’’

’’417

’’417

’’437

’’437

’’218

’’218

’’419

’’219

’’2110

1’- 0’’

’’165

’’83

’’83

’’167’’2

12

’’831

’’831

’’1651

’’1651

’’211

’’1691

’’851

’’871

’’211

’’211

’’851

’’411

’’411

’’411

’’411

’’411

’’411

’’831

’’831

’’851

’’431

’’85

’’85

’’43

’’43

’’43

’’43

’’87

’’87

1’’

1’’

’’811

’’411

’’85

’’21

’’87

’’21

’’85

’’85

’’85

’’43

’’43

’’87

1’’

’’811

’’85

SPIRAL DIA.

Hardened

Flat WasherElement

Turned

Load Indicator

Washer

H. S. A325 Hex head bolt - Load Indicator Washers

Plate Detail)

Back Plate (See Back

before closing joint.

Saw Cut or Post Splice - Galvanize

K

-I-

J

A CB

B

d1t2 (Thk. )

(See Fuse Plate Data)

2 H.S. A325 Bolt

( Typ. )Load Indicator Washerwith notches down

Fuse Plate install

Flat Washer except

use beveled washer

under nut on S3X5.7,

S4X7.7 and S5X10 Posts.

(clip as necessary)

2’’

Cl.

12’’

Pitch

Footing D

epth

2’’ Cl.

2’’

Cl.

Footing Diameter

Stu

b P

ost Length

Longitudinal

Steel

G

EF

D

t1 (Thk. )

d1 (Dia. )

C B

A

B

NOTE: The above is a Site Specific data entry table and the inserted

information is the responsibility of the Region Traffic Engineer.

Dimensions are out to out of bars.

LENGTH

STUB POST

DEPTHDIA.

DIMENSIONS

FOOTING

LOCATION

SITE POST

SIZE

LONGITUDINAL STEEL

QUANTITIES

LENGTHSIZENO. DIA. LENGTH

QUANTITIES

# SPIRAL STEEL

DETAIL ’’A’’

Plate Detail)

Fuse Plate (See Fuse

’’2

14

# 3 Spiral Steel

turns for21 extra turns at each end. Use 1 2

1Spirals - Use 12’’ pitch and 1

lap at splice as required, or weld as approved by the Office of Bridge Design,

Spirals may be smooth bars, Bar length shown does not include Splices.

#

S5X10 Posts, clip as necessary (see Back Plate Data).

beveled washer under nut on S3X5.7, S4X7.7 and

under head and Flat Washers under nut, except use

LC

K/2K/2

E/2

E/2

LC

Splice

BACK PLATE DETAIL

LOAD INDICATOR

WASHER DETAIL

FUSE & BACK PLATE INSTALLATION

FOOTING DETAIL

FUSE PLATE DETAIL

TABLE 1 - FUSE PLATE DATA TABLE 5 - BACK PLATE DATA

DETAIL ’’A’’

DIRECTION

TRAFFIC

LC

Post Splice

J

12’’ Pitch

Hex, Head, and Nut.

DECEMBER 1994

High strength bolts shall be tightened so as to obtain a residual tension

The fabricator shall submit shop plans in accordance with the Specifications

or in Adobe PDF format. Shop plan submittals shall be sent to the Office of

Bridge Design. Include design and check design, if applicable, with initial

submittal.

ASTM A1064, or hot rolled plain or deformed bars conforming to the

I 90 Closed

When

Flashing

W 8x28 1.75’ 9’ 2.5’ 8 #6 8’-8" 1’-5" 52’

IM 0904(50)189 S7 S8

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

TB

PCNXDSPGCNTYPCNX

CHECKED BYDRAWN BYDESIGNED BY

BRIDGE ENGINEER

RH/DM RH/DM

BSTDBS2B

2 2

S. D. DEPT. OF TRANSPORTATION

OF

FOR

ERECTION DETAILS

TWO-POST ONE-DIRECTION

BREAKAWAY SIGN SUPPORTS

DECEMBER 1994

Clear distance as recommended by latest

edition of MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES.

H = Vertical dimension of sign

L = Horizontal dimension of Main Sign

NOTE -

NOTE-

Sign face details shown are those for extruded aluminum panels.

See Erection Details for SHEET ALUMINUM SIGNS for mounting

flat sheet sign face.

Tw

o Stiffeners N = 2

Thre

e Stiffeners N = 3

Stiffeners

6’’ Section

Long Panel Bolts (3’’ or 6’’ from

’’43’’ 16 X 8

3Spacing for

outside edges and 1’- 0’’ apart. )

Friction Fuse Plate

Bottom of lowest sign. Stub of Breakaway Support

H

(Galvanized)

Post Chordline

60’’

max.

4’’

Ground Line

b

Plate

41

41

d

a

cc

A325 Bolt & Nut

w/Washers

Seal Welds

Stiffener

Panel Bolt

’’ long43’’ 16 X 8

3

12’’ Section

6’’ Section

(Use each side of post)

Post Clip

Post

S3X5. 7thru

W8X21

W8X24thru

W10x33C5X6. 7

C3X5

Stiffener

’’2110

a

’’2113 6’’

5’’

b c

’’2110

8’’

d (A325)Bolt

’’85

’’87 ’’8

3

’’165

Thk.Plate

’’411

’’211

2.690 lbs./ft.

1.115 lbs /ft.

0.12 lbs./pc.

- Post Clip Bolt

Post

Stiffener

-

above the chordline within a 60’’ chord.

The stub post and lower slip plate shall NOT extend more than 4’’ max.

NOTE:

BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM

See Slip Base Detail (Typ. )

Ground LineConcrete Footing

Edge of Pavement

Edge of

Finished Shldr.

(min. )

7’- 0’’

’’ –

21

4

1.115 lbs./ft.

2.690 lbs./ft.

12’’ Section

N = Number of Stiffeners to be used

One Stiffener

N = 1

LC

-

L

53 L L/5L/5

acceptance letter dated 6/4/91 (Code SS-25).

for posts larger than 18 lb/ft. Reference FHWA

Clear span between posts shall be 7’- 0’’ minimum

See Erection Details for SLIP BASE ALTERNATE.

hardened washers (See

Slip Base Plate Data. )

41

41

Typ.

3’’

Proj.

41

41

Remove galvanizing beads

or runs in washer area.

Hardened Washer

Galvanized Sheet

Metal Diaphragm

Typ.

41

41

Main Post.

from same size Member as

Stub Post to be Fabricated

Concrete Footing

NOTE:

O

NM M

P

R

P

U

(Top of Lower Plate)(Top of Upper Plate)

T

’’S’’ R.

(Typ. )12

413

t3 (Thk. )

28 Gauge

PQ

P

R

V (Typ. )

MN

O

MExterior Aluminum Sign Panel

(Stiffener not shown)

W Post

Post Clip

(Use each side of post)

face employed.

Breakaway signs regardless of type of sign

0.5

00’’

0.188’’

0.078’’

2.000’’

0. 750’’

Hole

’’ Aluminum Blind Rivet81

Side Trim Molding is required on all

vertical edges of extruded panels.

They shall be fastened at a minimum

’’649

0.500’’ R 0.500’’ R

STIFFENER DATA

STIFFENER NOTES-SIDE TRIM MOLDING

ELEVATION

GALVANIZED SHEET

METAL DIAPHRAGM

TABLE 4 - SLIP BASE PLATE DATA

SLIP BASE DETAIL

TRAFFIC

DIRECTION

TABLE 3 - SHEET METAL DIAPHRAGM DATA

SEC. D - D

SEC. A - A

SEC. B - B

of one (1) rivet per panel.

1. Stiffeners must always be used on Two Post

2. Number of stiffeners used, N, shall be as follows:

If H < = 2’ - 0’’ then N = 1

if 2’ - 0’’ < H < = 8’ - 0’’ then N = 2

if 8’ - 0’’ < H < = 15’ - 0’’ then N = 3

LC

Posts

D

D

C

C

BB

A

A

NOTE: Diaphragm need not be regalvanized after

cutting to size and drilling of holes.

0.12 lbs./pc.

Panel Bolt

’’ long43’’ 16 X 8

3 -

’’ long43’’ 16 X 1 8

3

Post Clip Bolt

- ’’ long43’’ 16 X 1 8

3

Mounting height as recommended by latest

edition of AASHTO ROADSIDE DESIGN GUIDE.

LC

Post

LC

Post

H/2

H/2

H/5

H/5

H5

3

H/N

H/N

H/2

NH/2

N

(Bevel Typ. 4 Places)

SEC. C - C

21

Q2

1Q

LC

Post

45°

45°

t3t3

H.S. A325 Bolt with

Post Length

Above Bevel is for Sign on Right Shoulder. Plate

Bevels are Opposite hand for Sign on Left Shoulder.

Post Size

W10X33

S5X10

W6X12

W6X15

W6X20

W8X18

W8X21

W8X24

W8X28

W8X31

’’43

’’43

M N O P Q R

’’87

’’87

6’’

6’’

10’’

9’’

10’’

’’43

’’87

2’’

4’’

4’’

3’’

3’’

6’’

6’’

9’’

9’’

’’85

’’85

’’43

’’43

’’87

1’’

1’’

1’- 2’’

’’2110

’’218

’’418

’’417

’’217

’’217

’’4310

’’411’- 0

’’431’- 0

1’- 2’’

’’211’- 2

’’431’- 2

’’211’- 5

’’432

’’213

’’414

’’415

’’415

’’213

’’214

’’216

’’216

’’217

’’217

S3X5. 7

S4X7. 7

V

Post Size

W10X33

S5X10

W6X12

W6X15

W6X20

W8X18

W8X21

W8X24

W8X28

W8X31

’’43

’’43

M N O P Q R S

’’87

’’87

1’- 2’’

S3X5. 7

S4X7. 7

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’’433

’’433

’’214

5’’

’’835

’’816

’’836

’’876

7’’

’’417

’’837

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’’85

’’85

’’87

’’87

1’’

1’’

1’’

1’’

1’’

’’21

’’21

’’85

’’85

’’43

’’43

’’43

’’87

’’87

1’’

1’’

1’’

BoltSize

BoltTorquet3

’’811

’’811

’’811

’’411

’’211

’’851

’’431

’’431

’’4111

11’’

’’4111

’’4111

’’431’- 1

’’43

’’43

’’411

’’411

’’411

’’411

’’851

’’851

’’871

’’871

’’414

’’213

’’211

’’211

’’87

’’87

’’811

’’811

’’811

’’811

’’811

’’811

’’411

’’211

’’851

’’431

’’431

6’’

6’’

10’’

’’2110

’’218

’’418

’’417

’’4111

11’’

’’4111

’’4111

9’’

10’’

’’217

’’217

’’4310

’’411’- 0

’’431’- 0

1’- 2’’

’’211’- 2

’’431’- 2

’’211’- 5

’’431’- 1

’’43

’’87

’’43

’’43

’’411

’’411

’’411

’’411

’’851

’’851

’’871

’’871

2’’

4’’

4’’

’’432

’’213

’’414

’’415

’’415

’’414

’’213

’’211

’’211

3’’

3’’

6’’

6’’

9’’

9’’

’’213

’’214

’’216

’’216

’’217

’’217

’’329

’’329

’’3211

’’3211

’’3213

’’3213

’’3213

’’3215

’’3215

’’3217

’’3217

’’3217

’’433

’’433

’’214

5’’

’’835

’’816

’’836

’’876

7’’

’’417

’’837

’’438

’’811

’’411

’’811

142’’ - #

142’’ - #

345’’ - #

554’’ - #

345’’ - #

554’’ - #

554’’ - #

645’’ - #

645’’ - #

735’’ - #

735’’ - #

735’’ - #

IM 090(50)189 S8 S8