1200 New Jersey Ave .. SE of Transportation. Scott Rosenbaugh Research Associate Engineer Midwest Roadside Safety Facility UNL 2200 Vine Street 130 Whittier Building Lincoln NE, 68583-0853

US Department of Transportation

Federal Highway July 10 2014

1200 New Jersey Ave SE Washington DC 20590

Administration

In Reply Refer To HSSTB-231 Revised

Mr Scott Rosenbaugh Research Associate Engineer Midwest Roadside Safety Facility UNL 2200 Vine Street 130 Whittier Building Lincoln NE 68583-0853

Dear Mr Rosenbaugh

This letter is in response to your request for revisions to the existing eligibility letter B-231 dated January 27 2012 and for the Federal Highway Administration (FHW A) to review a roadside safety system for eligibility for reimbursement under the Federal-aid highway program

Name of system Transition from steel post MGS to thrie-beam approach Type of system W-beam to thrie-beam stiffness transition Test Level MASH Test Level 3 Testing conducted by Midwest Roadside Safety Facility Task Force 13 Designator STG03a Date of original request June 28 20 11 Date of revision request Apri l 10 2014

Decision The following device is eligible with details provided in your letter of June 28 2011 which is enclosed as an integral part of this finding

bull Stiffness Transition from steel post MGS with 12-inch deep blackouts to thrie-beam approach using asymmetrical Y

Based on a review of submitted revisions to existing eligibi lity letter B-231 dated January 27 2012 and to crash test results submitted by the manufacturer certifying the device described herein meets the crash worthiness criteria of the American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware (MASH) the device is eligible for reimbursement under the Federal-aid highway program Eligibility for reimbursement under the Federal-aid highway program does not establish approval or endorsement by the FHWA for any particular purpose or use

2

The FHW A the Department of Transportation and the United States Government do not endorse products or services and the issuance of a reimbursement eligibility letter is not an endorsement of any product or service

Requirements Roadside safety devices should meet the guidelines contained in the MASH

Description and Crash Testing Guardrail to bridgerail transitions are designed to gradually increase the stiffness of the semishyrigid w-beam barrier until connected to the rigid bridge railing Typically a single critical impact point (CIP) has been evaluated with full-scale crash testing That CIP is usually located at the point where we anticipate the greatest likelihood of vehicle snagging or pocketing near the beginning of the rigid bridge railing Because the stiffness of the barrier transition hardware needed to adequately shield the end of the rigid bridge railing is substantial there is also reason to determine if the change in stiffness between the w-beam guardrail and the transition design itself is safe A transition from the MOS with 12-inch deep blockout to a stiffened thrie-beam rail using an asymmetrical Y transition piece was evaluated in your crash testing The enclosed letter describes the transition design and the two crash tests conducted

Also enclosed are the test data summary sheets and drawings of the transitions

Findings Therefore the system described and detailed in the attached letter including the various attachment alternatives is eligible for reimbursement and may be installed under the range of conditions tested

Please note the following standard provisions that apply to FHW A eligibility letters

bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation of a new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide

bull This finding of eligibility is limited to the crashworthiness characteristics of the systems and does not cover their structural features nor conformity with the Manual on Uniform Traffic Control Devices

bull Any changes that may influence the crashworthiness of the system will require a new reimbursement eligibility letter

bull Should the FHWA discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter

bull You will be expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance

bull You will be expected to certify to potential users that the hardware furnished has the same chemistry mechanical properties and geometry as that submitted for review and that it will meet the crashworthiness requirements of the Manual for Assessing Safety Hardware

3

bull To prevent misunderstanding by others this letter of eligibility is designated as number B-231 Revised and shall not be reproduced except in full This letter and the test documentation upon which it is based are public information All such letters and documentation may be reviewed at our office upon request

bull This letter shall not be construed as authorization or consent by the FHW A to use manufacture or sell any patented system for which the applicant is not the patent holder The finding of eligibility is limited to the crashworthiness characteristics of the candidate system and the FHW A is neither prepared nor required to become involved in issues concerning patent law Patent issues if any are to be resolved by the applicant

Sincerely yours

Michael S Griffith

Director Office of Safety Technologies

Office of Safety

June 28 2011

Mr Nicholas A Artimovich Highway Engineer Federal Highway Administration - HSSD Office of Safety Design Room E71-322 1200 New Jersey Avenue SE Washington DC 20590 (202) 366-1331 phone

Subject Application for Federal Highway Administration (FHW A) acceptance of a guardrail stiffuess transition from Midwest Guardrail System (MGS) to thrie beam approach transitions

Dear Mr Artimovich

I have enclosed documentation on the compliance testing and evaluation of a longitudinal barrier system by the Midwest Roadside Safety Facility (MwRSF) at the University ofNebraska-Lincoln In this research project a stiffness transition was developed between the Midwest Guardrail System (MGS) and a stiff thrie beam approach transition system utilizing an asymmetric W-to-Thrie guardrail element The stiffness transition was successfully crash tested according to Test Level-3 (TL-3) requirements provided in the Manual for Assessing Safety Hardware (MASH) A final MwRSF research report has been prepared for this barrier system

Development ofthe MGS Approach Guardrail Transition Using Standard Steel Posts MwRSF Research Report No TRP-03-210-10 December 21 2010

Please note that a similar stiffness transition system was developed utilizing the asymmetric W-to-Thrie guardrail element and multiple steel post sizes This previous stiffness transition system was shown to meet the TL-3 requirements provided in NCHRP Report No 350 and has been accepted by the Federal Highway Administration (FHWA) in Letter No B-187 dated February 13 2009

According to TL-3 guidelines contained in MASH longitudinal barrier systems should be subjected to two full-scale crash test (1) test designation no 3-10 consisting of a 2425-lb passenger vehicle impacting at 62 l mph and 25 degrees and (2) test designation no 3-11 consisting ofa 5000-lb pickup truck impacting at 62 l mph and 25 degrees The newly developed stiffness transition satisfied the MASH safety performance requirements for both of these full-scale crash tests as documented in test nos MWTSP-2 and MWTSP-3 Documentation ofthe compliance testing and analysis is contained within the CD-ROM and hard copy file enclosures listed at the end ofthis letter

The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved

System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam

and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report

System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single

Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report

System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report

System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse

Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report

System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report

On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot

If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience

Sincerely

Scott Rosenbaugh MSCE EIT Research Associate Engineer

Ronald K Faller PhD PE Research Assistant Professor

Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings

0066 sec 01 12 sec 0240 sec 0330 sec 16-4

[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and

Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l

Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion

Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)

4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)

Test Anicle Damage Moderale Key Components - Steel Thrie Beam

Test An icle DcOec1ions Thickness 12 gauge (266 mm)

Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts

Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)

Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)

Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)

Roll 69deg lt 75deg Post Spacing

Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)

Yaw 6070 Posl Nos 8 - 12 16 - 19 371

2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)

Pos1Nos 12- 16 18fin (476 mm) Transducer Data

Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria

EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $

Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~

ClSpeed 6 10 mph (982 kmh )

Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O

Lalcral -576 NA -674 2049 0

Exit Condilions l

Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv

CDC1 0 l-RFEW2 1 Cgt

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c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I

J I I l = middot middot [701= I I a V

I 00

00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J

Bridg~8of Roil1 5 [C~~~middotls 1]

3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I

-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail

Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7

[c~~~middot s 1]

Sgttm 11 oC 20MWT Standard Post

deg Bridge Rail Oetoilbull 1112201

~lIT

Midwest Roadside ~ l~ISafety Facility I-_ ~1J~

I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf

cent34x I 58 Slot [ 19x41)

3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)

Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle

L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J

Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)

Sp~~~ ~te Bridge Cop Roil Term1nolor Plate

Port b8 siur

1 20MWT Standard Post Qi1[

Bridge Roil Oetoils 1122ZltH

iiiiiNir

Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_

TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW

PLAN VIEW 5 12 [140]

4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]


deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl

Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--

bullbullmiddot ~~ r-1~

aomiddot [2032)

somiddot [ 1270)

lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25

BCT Anchor Coble (FCAOll Port di

PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW

Anchor Co~te BeJring PloleFP801 nrt d

of OMWT Standard Post

BCT Anchor Coble Deloil

Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~

n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW

Ground Strut Part cl

0 0 0

2middot [51) 2middot

(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]

Archor Brocket Bearing Plate

raquoen 1~ ol toMWT St andard Post

Ground Strut amp Anchor Bracket Oetoils

Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot

middot 041]~ shy

(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull

Port d4 DETAIL M SCALE 1 15

4bull (Typ)H [1021

RJ(2x1 14 Slot (Typ) l 3x32]

g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----

25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12

Slots (Typ)

- 10 f--shy

MWT Standard Post D41t

Roil Section Details 1122lOll

~

Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~

1 1 shy

67 vr 3(4 (Typ)rI~ 7 l

cent134bull~ 12 Slot (19bull64

6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng

162 1~2middot (41 2 l o--

II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64

12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing

I

bull I ~ SECTION 0-0

+ iTJ Midwest Roadside

Safety Facility

SHW 17 or 20MWT Standard Post ___ DTt

Roil Section Octoils 1122011

~

-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI

Midwest Guardrail System with Standard Post Spacing

Item No OlY Description Material Spec Hordwore Guide

al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -

lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -

~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05

b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01

6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -

Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01

c2 1 Anchor Brockel A36 Steel FPA01

c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01

oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02

ltHDgt

MWT Standard Post 18 20 -~TC

Bill of Materials +~ ll2220 1C

Midwest Roadside

DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~


Item No OlY Deocriplion Material Spec Hardware Guide

el 20 lDio [25) Flot Wosher Grode 5 FWC24o

e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute

e3 16 1degDio [ 25] Threaded Rod Grode A307 -

e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o

e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute

e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o

e6 4 780io [222] Flot Wosher Grode 5 FWC22o

e9 2 76Dio [222] Hex Nut Grode 5 FBX22o

elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o

e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o

e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o

e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03

e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06

e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl

e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -

lKU

+~ MWT

Bill of

Standard

Materials

Post 11 cl 20 __ 1121JOlC

~

Midwest Safety

Roadside Facility OW0 1-C

tef-SP-JJU ~-) REY ft

~

MWT Standard Past

Isometric System View

shy degtigt WTtpJJlJ middot MfnnJ

f=-=-------r~~-+

SHID 20 ol

deg 11U201

~

=c--1Midwest Roadside Safety Facility

-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)

6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i

PLAN VIEW

~ 16 J 6-3

12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101

Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I

1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge

l 2- gauge Transition f c -i71~ -i ~

bullbull bull

W6x65 tccl f

bull

[Wl 52xJ 26) osts 72

1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation

w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1

n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts

W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15

MWT Standard Post152x203x361J Timber~ lockout System Layout

W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~

BCT PobullIbull in 6 (18291

10 21 20 18

6x20 W152x298)~teel Bridge

Posts witli 6x15

W152x223)~teel Blockouls

6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1

152x203x483J~mber Blockouls

17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72

W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul

20MWT Standard Post

Transi tion Detail

Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~

6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~

ECTION J-J CALpound 1 12

PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]

SECTION 1-1 SCALE 1 1

J 20

0-1(

MWT Standard Post

Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail

Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound

0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I

M I I II I I I I I I II I

I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL

ira Midwest RoadsideDETAIL H

SCALE I 15 Safety Facility

bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL

IHltT MWT Standard Post

Splice Detail End Rail Detail

DM1UT

XML ~ Im

llWf-1-gtJU Si ft(I) ~ -

I I PLAN VIEW PLAN VIEW

7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6

r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL

PLAN VIEW PLAN VIEW

f-1 34

lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]

1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]

ELEVATION VIEWELEVATION VIEW

BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9

Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW

POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT

MWT Standard Post of 20

Posts 3-15 Details

Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _

_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_

SECTION A-A Post 3~9

1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)

SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15

I of 20 MWf Standard Post yt

Posts 3-15 Details 1122201with Roil

Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -

nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6

[152) Bridge CjpRoil Terminate

6L_H c1521

28 J 5middot nn 8(7_l[ 203) LJiJ

shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW

BLOCKOUT Post 16 amp Post 17

Port o4


POST 17 0 W6x15

SECTION E-E(W~~~x~pJ HIT

MWT Standard Post 20

m+ Hr Posts 16 amp 17 Oetoil

DRt-lffi

Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1

1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18


POST 18 W6x15 Port f5

SECTION F- FELEVATION VIEW

3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post

Cop Roil Hardware Details Post 18 Dctoil

_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]

PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW

MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY

CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1

Safety Faci lity OWG NAME RtV Ill

MWT-SP-JJU lltgt[mm) ~SKl

6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W

034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r

bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191

lhru both PROFILE VIEW ELEVATION VIEW flonges

Steel Blackout Port c4

0 1 18

~

d~~J ~ 4bull2middot [ 51] [ 102) 4bull

2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )

L 6 I-l [ 153) rshyPLAN VIEW

2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1

1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111

+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5

MWT Standard Post 10 deg 20

Bridge Rail Oetoils

Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~

155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00

00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j

Bridgt8~of5Roil1[C~~~xs1)

3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r

t i ~ ~ Bridge Cop Roil Bridqe Cop Roil

Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7

[c~~~x s 1]

11 of 20MWT Standard Post QtTC

Bridge Roil Details 11ll201 ~ ~

Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1

shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)

034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J

[10] 3 18(79) 4 34

(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo

L 3 1Xx3 1211 5 16 Port b3

[L 19x229x1ltW [L 89x9x8jPart b4

LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]

Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc

Port bB wn 12 20MWT Standard Post DiTC

Bridge Roil Octoils+ ar 11U 20

- Midwest RoadsideI ( 1RlV I

Safety Facility degdegJU r-i ~1

rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T

ELEVATION VIEW PROFILE VIEW tJ of 20

DUpound

MWT Standard Post

BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr

Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot

llT- SP-gtJll bull () ~

PLAN VIEW 5 112middot (140]

4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5

034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325

BCT ~char Coble FCA01) art di

(2~3~- II 58r (16]j0 1 18~ (29]

(203]

I ~ PROFILE VIEW ELEVATION VIEW

Anchor Co~le BeJring PlatefPB01 art d

MWT Standard Post

BCT Anchor Coble Detail

Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1

MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail

~ [bullgt]=~~~~~ PlAN VIEW 316 (47

75 [lj~5)IT Tj (1981 )

ELEVATION VIEW

Ground Strut Port cl

2 (51) [51)

2 ~ 5( ~k~---34

_---y Anchor Brocket 125)

Port c2

-ir-- 3B c101

~ ~1 1B

(29)

Anchor Brocket Bearing Plate

1~ 20MWT Standard Post 0-Tt

Ground Strut amp Anchor Brocket Details

Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~

11- SP-3)U middot ft(mon) ~

37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0

12 _ 6 [3810] MGS W-Beom 12 gouge Port d4

DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i

25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12

Slots (Typ)

SHEpound1

16 ol 20MWT Standard Post DgtTE

Roil Section Details 1122201

Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3

is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I

lttgtJ_4x_ 1 2 Slot [19x64j

6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing

1niiff o-- I

12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing

SICET

11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~

1 OloVltJI

Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~

18 J4 (Typ) -+----[476)

C lttgtJ4x2 12 Slot (Typ)[l9x64]

o-shy~

SECTION 0 - 0


Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -

o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05

b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01

6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl

c2 1 Anchor Brocket A36 Steel FPAOl

c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -

1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl

d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01

d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02

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Item No QTY


Description Material Spec Hardware Guide

el

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e6

e7

20

20

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116

42

54

2

1 Dio [ 25) Flot Wosher Grode 5 FWC24o

lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute

10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o

5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute

560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o

e6

e9

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e13

e14

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4

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16

6

760io [222) Flot Wosher Grode 5 FWC22o

78 0io [222) Hex Nut Grode 5 FBX22o

76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o

580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o

56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o

560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03

56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06

160 Double Head Nail - -e16

e17

f l

12

66

92

7

6

58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl

580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -

f3

14

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1

1

1

W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -

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2

The FHW A the Department of Transportation and the United States Government do not endorse products or services and the issuance of a reimbursement eligibility letter is not an endorsement of any product or service

Requirements Roadside safety devices should meet the guidelines contained in the MASH

Description and Crash Testing Guardrail to bridgerail transitions are designed to gradually increase the stiffness of the semishyrigid w-beam barrier until connected to the rigid bridge railing Typically a single critical impact point (CIP) has been evaluated with full-scale crash testing That CIP is usually located at the point where we anticipate the greatest likelihood of vehicle snagging or pocketing near the beginning of the rigid bridge railing Because the stiffness of the barrier transition hardware needed to adequately shield the end of the rigid bridge railing is substantial there is also reason to determine if the change in stiffness between the w-beam guardrail and the transition design itself is safe A transition from the MOS with 12-inch deep blockout to a stiffened thrie-beam rail using an asymmetrical Y transition piece was evaluated in your crash testing The enclosed letter describes the transition design and the two crash tests conducted

Also enclosed are the test data summary sheets and drawings of the transitions

Findings Therefore the system described and detailed in the attached letter including the various attachment alternatives is eligible for reimbursement and may be installed under the range of conditions tested

Please note the following standard provisions that apply to FHW A eligibility letters

bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation of a new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide

bull This finding of eligibility is limited to the crashworthiness characteristics of the systems and does not cover their structural features nor conformity with the Manual on Uniform Traffic Control Devices

bull Any changes that may influence the crashworthiness of the system will require a new reimbursement eligibility letter

bull Should the FHWA discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter

bull You will be expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance

bull You will be expected to certify to potential users that the hardware furnished has the same chemistry mechanical properties and geometry as that submitted for review and that it will meet the crashworthiness requirements of the Manual for Assessing Safety Hardware

3



Sincerely yours

Michael S Griffith


Office of Safety

June 28 2011



Dear Mr Artimovich
















Sincerely




0066 sec 01 12 sec 0240 sec 0330 sec 16-4














Yaw 6070 Posl Nos 8 - 12 16 - 19 371








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Item No QTY



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20

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3



Sincerely yours

Michael S Griffith


Office of Safety

June 28 2011



Dear Mr Artimovich
















Sincerely




0066 sec 01 12 sec 0240 sec 0330 sec 16-4














Yaw 6070 Posl Nos 8 - 12 16 - 19 371








Lalcral -576 NA -674 2049 0

Exit Condilions l




















II ( )







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[148]

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6 7 bull --j152l_i_(1829]


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ELEVATION VIEW


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I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

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1 bull [25]

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1122201

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1441 I I11s21 [44]


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[ 203]


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(44]


(483]


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ELEVATION VIEW

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MWT Standard Post

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lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

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MWT Standard Post


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4 2 34 1middot [ 102] [7b]

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( 1168)

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n8[211or

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75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


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1

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1 34 [44) 6


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1112101

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31 18[79b)

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ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

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6

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MWT Stondord Post


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Bridge Roil Details

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MWT Standard Post





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[25] 7 f8 [111)

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23 8 [601]

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(203]



MWT Standard Post



MB[21i1i1

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MWT Standard Post


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June 28 2011



Dear Mr Artimovich
















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[148]

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6 7 bull --j152l_i_(1829]


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1 bull I 34 [19][2~1 H

7 58 [ 114]

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7 58[114]

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ELEVATION VIEW

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~ 1 34 bull I [44J

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1122201

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cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


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[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


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SECTION 0-0 W6x15







middot h() ~I

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1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

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19 18 17 (Typ)

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poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

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MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

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TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

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l ~ W6x15~middot [W152x223] [152)

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MWT Standard Post


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155 [3937]

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[3~) 2 [57)

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[ 159)6rf42[64]

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ii 38 -ir- ( 10) 3 18

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L [10)T

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0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


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PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

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c=n [5]

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Yoke Detail

3 C6x82 R1 r (76~

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_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

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(29]





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g 0 0 0

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67 vr 3(4 (Typ)rI~ 7 l



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-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

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10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

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PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

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ELEVATION VIEW

[95 J

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0 middot

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bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

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7

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Posts 3-15 Details


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2- 7

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03 4 (Typ) [1 9)

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I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

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7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

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MWT Standard Post

Bridge Roil Details

SHEET

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1122201

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6 -I [152) tshyr =rwn~~k~3)

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0 1 18

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PLAN VIEW

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6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

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0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

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Bridge Rail Oetoils


155 [3937]

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4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

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3 12 1 516 [89)

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I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

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MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

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67 [ 1702)

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75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


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37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

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I [102)

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312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


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Im Midwest Roadside


Item No QTY



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2

PLAN VIEW




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2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

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MWT Standard Post



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[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

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L PLAN VIEW

~ 1 34 bull I [44J

bullbull

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1 Tllf

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( 1016]


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4 bull (1 016]



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1122201

DAAwtt Em


7 58 [ 1g41

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cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

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19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

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1Ut

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deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

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[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

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10 Cit 20

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MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


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00 00 00

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[3~) 2 [57)

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[51) 1 916

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(51)

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[ 159)6rf42[64]

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ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



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3 8

i~ bull [ 10) 1=== =====0112middot

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L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


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PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

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Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

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38-n-- c101

~ ~ 1 18

(29]





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4bull (Typ)H [1021


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67 vr 3(4 (Typ)rI~ 7 l



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16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

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10 21 20 18


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17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

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PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

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ELEVATION VIEW

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0 middot

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bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

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ELEVATION VIEW

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1~110middot14 4middot 1111] 7 5 6(483](36]

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L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

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03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


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4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




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1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

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31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

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[32] ~a

1 1 [ 254) [254)

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MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

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PLAN Vl[W


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PLAN VIEW

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6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

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7 ) 8 [ 194)

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155 [3937]

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4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

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3 12 1 516 [89)

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( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




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I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

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2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

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034x 1 58 Slot [51)


[10] 3 18(79) 4 34


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LI384 12

[10) =f ==== = = = 38

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PLAN VIEW


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MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

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87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


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1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

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20

20

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116

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

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deg 20 20

Dol[

11n101

_ -----1 lllV ~


Sincerely




0066 sec 01 12 sec 0240 sec 0330 sec 16-4














Yaw 6070 Posl Nos 8 - 12 16 - 19 371








Lalcral -576 NA -674 2049 0

Exit Condilions l




















II ( )







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- OA9

- OAl


PHD - fs A NA tlOI

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- t7 - ------


0000 sec 0072 sec 0184 sec 0246 sec

4 S_Poces

375 r953J= -4------shy150 75 (1905)=525 (13335) ------1

[3810]

18 17 1615141312 11 10 9 8

Soil- shy


2

PLAN VIEW




I W6xB5 (W152x 126)








2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

Soil

4 Spaces 1875 [4761

= 6-3 [1 903]

Spaces 375 r953] 9 -4 12 [2857]

21 20 19 18 17 16 15 14 13 12 11 10 9 3 1


(788]



~teel

6x15 SltcT




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12- 6 [ 3810)

12-Gouge Thrie Beam

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6-3

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I gt----shy

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[ 0

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PLAN VIEW

67[22vr3)


r R12x1 14 [12x32) Slots Typ) ~

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01I 01

o I I

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ELEVATION VIEW

37 1f (95 l

5 1v16 [1 1I

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12 516 [3f3]I I

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bullbullbull

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I

I I


PLAN VIEW

ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

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cl 20

degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

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1 Tllf

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( 1016]


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( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

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01 18 14 1 [Wmiddotr~-----



1 34 (44)

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8 L- -+-oUI

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1111 1111

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1 7 8 [47)

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0 3 4 [1 9)

W6x20 (WI 52x298]


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10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



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I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

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[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



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1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



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~













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Midwest Roadside



















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~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

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10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

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I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

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[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

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0

0~ -

4 bf4[1 7)

11 ~

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0

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I I

L_

-

-

12 516 [313]


J 20

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MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

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ENO RAIL DETAIL



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ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


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1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


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2- 7

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l( 813)

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nC-J v

7 58 [114)

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03 4 (Typ) [1 9)

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I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


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Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




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I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

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034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

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116

42

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1

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

0066 sec 01 12 sec 0240 sec 0330 sec 16-4














Yaw 6070 Posl Nos 8 - 12 16 - 19 371








Lalcral -576 NA -674 2049 0

Exit Condilions l




















II ( )







11m11011Cmcl


(llB) L3tml

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PHD - fs A NA tlOI

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- t7 - ------


0000 sec 0072 sec 0184 sec 0246 sec

4 S_Poces

375 r953J= -4------shy150 75 (1905)=525 (13335) ------1

[3810]

18 17 1615141312 11 10 9 8

Soil- shy


2

PLAN VIEW




I W6xB5 (W152x 126)








2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

Soil

4 Spaces 1875 [4761

= 6-3 [1 903]

Spaces 375 r953] 9 -4 12 [2857]

21 20 19 18 17 16 15 14 13 12 11 10 9 3 1


(788]



~teel

6x15 SltcT




S ln(rrm)~



12- 6 [ 3810)

12-Gouge Thrie Beam

6-3


6-3

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W1 52x223]Blackouts

(3810)

~ 6x15



[ 1905) (1905] gtltgt



6 316 J[157]

I gt----shy

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I OI

Cgt19 1 $16

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PLAN VIEW

67[22vr3)


r R12x1 14 [12x32) Slots Typ) ~

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01I 01

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ELEVATION VIEW

37 1f (95 l

5 1v16 [1 1I

~

0

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~

4 l(4(1 7)

12 516 [3f3]I I

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l-1




shy

bullbullbull

92 7 8 _ _ _______ (2J59]

I

I I


PLAN VIEW

ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

gtltID

cl 20

degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

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(5

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PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

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MWT Standard Post



0 middot

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bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

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[19]lttgt3f4(Typ)

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1~110middot14 4middot 1111] 7 5 6(483](36]

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Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

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l( 813)

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7 58 [114)

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03 4 (Typ) [1 9)

~J I___

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I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


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4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

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38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

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0 1 18

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2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


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7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

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W6x20 (WI 52x296)


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Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

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I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

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[10] 3 18(79) 4 34


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L (10)T

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(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


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DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


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(29)






37 12 [953)

6 14 [ 1)91

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I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


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Im Midwest Roadside


Item No QTY



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[3810]

18 17 1615141312 11 10 9 8

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PLAN VIEW




I W6xB5 (W152x 126)








2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

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4 Spaces 1875 [4761

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21 20 19 18 17 16 15 14 13 12 11 10 9 3 1


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ELEVATION VIEW

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MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

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[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

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( 1016]


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SECTION B-B Past 10

4 bull (1 016]



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1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

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TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


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29 1111[752)

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1 7 8 [47)

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0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

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[3~) 2 [57)

I 18 (29)

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[51) 1 916

[40)2middot

(51)

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[ 159)6rf42[64]

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[40)

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ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



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3 8

i~ bull [ 10) 1=== =====0112middot

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L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


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PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



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1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



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Midwest Roadside



















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+~ MWT

Bill of

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Midwest Safety



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deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

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4 bf4[1 7)

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0

Cgt

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12 516 [313]


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MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

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7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

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0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

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W6x20 (WI 52x296)


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Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

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034(lYP) (1 9) (64) I

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(19x41]






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PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

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e6

e7

20

20

16

116

42

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2






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e9

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e13

e14

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2

2

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6



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14

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

4 S_Poces

375 r953J= -4------shy150 75 (1905)=525 (13335) ------1

[3810]

18 17 1615141312 11 10 9 8

Soil- shy


2

PLAN VIEW




I W6xB5 (W152x 126)








2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

Soil

4 Spaces 1875 [4761

= 6-3 [1 903]

Spaces 375 r953] 9 -4 12 [2857]

21 20 19 18 17 16 15 14 13 12 11 10 9 3 1


(788]



~teel

6x15 SltcT




S ln(rrm)~



12- 6 [ 3810)

12-Gouge Thrie Beam

6-3


6-3

Br idge

W1 52x223]Blackouts

(3810)

~ 6x15



[ 1905) (1905] gtltgt



6 316 J[157]

I gt----shy

~

I OI

Cgt19 1 $16

[5

[ 0

Cgt

~ I

PLAN VIEW

67[22vr3)


r R12x1 14 [12x32) Slots Typ) ~

I I o

01I 01

o I I

~

10 gouge Section


ELEVATION VIEW

37 1f (95 l

5 1v16 [1 1I

~

0

~ Cgt

~

4 l(4(1 7)

12 516 [3f3]I I

_-I I o

I Cgt

I ~

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shy

bullbullbull

92 7 8 _ _ _______ (2J59]

I

I I


PLAN VIEW

ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

gtltID

cl 20

degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


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~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]

Soil

4 Spaces 1875 [4761

= 6-3 [1 903]

Spaces 375 r953] 9 -4 12 [2857]

21 20 19 18 17 16 15 14 13 12 11 10 9 3 1


(788]



~teel

6x15 SltcT




S ln(rrm)~



12- 6 [ 3810)

12-Gouge Thrie Beam

6-3


6-3

Br idge

W1 52x223]Blackouts

(3810)

~ 6x15



[ 1905) (1905] gtltgt



6 316 J[157]

I gt----shy

~

I OI

Cgt19 1 $16

[5

[ 0

Cgt

~ I

PLAN VIEW

67[22vr3)


r R12x1 14 [12x32) Slots Typ) ~

I I o

01I 01

o I I

~

10 gouge Section


ELEVATION VIEW

37 1f (95 l

5 1v16 [1 1I

~

0

~ Cgt

~

4 l(4(1 7)

12 516 [3f3]I I

_-I I o

I Cgt

I ~

I


l-1




shy

bullbullbull

92 7 8 _ _ _______ (2J59]

I

I I


PLAN VIEW

ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

gtltID

cl 20

degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

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is 1o(mml ~

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87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

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e13

e14

e15

4

2

2

2

6

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16

6









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66

92

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

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deg 20 20

Dol[

11n101

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6 316 J[157]

I gt----shy

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PLAN VIEW

67[22vr3)


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ELEVATION VIEW

37 1f (95 l

5 1v16 [1 1I

~

0

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12 516 [3f3]I I

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bullbullbull

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ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

gtltID

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degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

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[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

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1

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1111 1111

6J6a[ 17]


1 7 8 [47)

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0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

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I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

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[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



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3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



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TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



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~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

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f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

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10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

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[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

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0

0~ -

4 bf4[1 7)

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0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

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16

6









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66

92

7

6



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14

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1

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

bullbullbull

92 7 8 _ _ _______ (2J59]

I

I I


PLAN VIEW

ELEVATION VIEW

END RAIL DETAIL

DETAIL H SCALE 1 15

1 bull 11 w

ELEVATION VIEW

SPLICE DETAIL

gtltID

cl 20

degl[

MWT Standard Post



W-1-SP- lJlJ S ft)~

1 bull 1 w

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



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I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



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1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






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e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









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12

66

92

7

6



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14

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wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

__J_ 7 18 [ 1B1 J

[19]



[w~~~x1 ~6] [W~~~x11~6]1SHttT


Details 1122201



I PLAN VIEW

1316

H 5

[148]

cent14 [SJ r

(305]

L PLAN VIEW

6 7 bull --j152l_i_(1829]


[19] I 1 34 r C44J

ELEVATION VIEW


bullbull

I PLAN VIEW

1 bull I 34 [19][2~1 H

7 58 [ 114]

tJ34(Typ)

1 bull [25]

cent14[SJ

5 1316 c148J

7 [1829] cent 34(Typ)

7 58[114]

[ 19]

4 14 [ 108]

ELEVATION VIEW

BLOCKOUT Post 10-15

Port o3

6 --j152jshy

1r [305 ]

L PLAN VIEW

~ 1 34 bull I [44J

bullbull

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

2- 7

1 Tllf

t----+-f-L

( 1016]


J bull

~ -------11--+---1~ 1

( 10 16]

SECTION B-B Past 10

4 bull (1 016]



SgtC[J



1122201

DAAwtt Em


7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

7 58 [ 1g41

cent34 Typ)(19]

cent34Typ) (19]

I I PLAN VIEW

PLAN VIEW


1441 I I11s21 [44]


4bull [ 102]


[ 203]


(19] 1 34

(44]


(483]


ELEVATION VIEW


Port o4


SECTION 0-0 W6x15







middot h() ~I

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



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~-iltlVBt

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

ELEVATION

I PLAN VIEW

1 34 4bull [ 44] [10 2)

31 18 [79b ) [middot~~~~~~~~ I

~34 [ 19 )

19 18 17 (Typ)

PlAN VIEW

poundLEVATION VIEW

BLOCKOUT Post 16



ELEVATION VIEW

3 3 4 (95)

IJ3 4 Typ ) [ 19 ]

6


I

55 18 [1 4cl0]

CAP RAIL DETAILS

Midwest Sof ety

Roadside Fac ility

MWT Standard Post

6=-------=-=---1- ~ bull iCMJgt deg

~ ~ 1-1

1Ut

I ol 20

deg U22201

CRMrH BY


J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

J (76)

J bull (788)

J (76)

1 [254)

L 10middot

1 bull [ 254)

L

bullbull

-+--1Zfl

1J l15middot (J46J

_J



TOP VIEW

[254) PROFILE VIEW


lOMWT Standard Post

Bridge Rail Details


bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

bullbull

bullbull bullbull

PROFILE VIEW

-l [16 52] l shy

l ~ W6x15~middot [W152x223] [152)

L PLAN lll(W


7 i8 (194)

034 f 19]



29 1111[752)

4~~6~1 ~ 2 [51] [ 102) 4bull

2middot [102)(51)

01 18 14 1 [Wmiddotr~-----



1 34 (44)

Ill Ill (152] llU


8 L- -+-oUI

lllf nl

1

111

1111 1111

6J6a[ 17]


1 7 8 [47)

cent34 [19]

0 3 4 [1 9)

W6x20 (WI 52x298]


Steel Post Part c5

10 Cit 20

OTt

MWT Standard Post


~ BY



155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



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~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

155 [3937]

c J

2 34 [70]

68 4 141 781 ~p iL(1727] cicl81 I


I 00



3 f21 516 [8l]

[l3J ~~~~~~~~~~~~ 1 34

00 00 00

00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]

3 516[B4J f-- 10 112middot -l

I [2671 I



[c~~~middot s 1]



~lIT


I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

I lNJ I A 11 1

I- 9bull (229]

[3~) 2 [57)

I 18 (29)

r6-i~ 5 (8) I I I I 2 cUf


3 I Mf 3 168

[7 I 2middot

[51) 1 916

[40)2middot

(51)

cent34[19)

[ 159)6rf42[64]

-r-H 1 916

[40)

112middotL

ii 38 -ir- ( 10) 3 18

[7l) 4 3 4 [1 11)



Port b4

3 8

i~ bull [ 10) 1=== =====0112middot

T38

L [10)T

1 112middot 14 1 11~1 6

[4 J

0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I

[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)


Port b8 siur



iiiiiNir


TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

TS 8x6x01875 (TS 203x152x47] mrr t]j

PLAN VIEW


4 2 34 1middot [ 102] [7b]

[25] 7 f8 [111)

034[19]

[432)

23 80 [SOS) 4 bull

( 1168)

7 bull [ 1829)

034[19)

02 12 (64)

078[22]





aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

aomiddot [2032)

somiddot [ 1270)



PROFILE VIEW

ssmiddotI I [ 16 )

~ ELEVATION VIEW





n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

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1

1

1


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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

n8[211or

5~~R516(14deg0] C5J J-- R716x2 16

(406] 316 ~11]

c=n [5]

4bull ~j ~f===o===o===o=_ __l=l[102)

Yoke Detail

3 C6x82 R1 r (76~

r[C152x122] (25] ~

_________J___ _______~J [ 1~2] 67

[ 1702]

Strut Detail

75bull [1905]

78 Tj~ (1981]

ELEVATION VIEW


0 0 0


(51]

I ~~5 ~8middot

(1 3]

a a a a -~

(25] Part c2

Anchor Bracket

38-n-- c101

~ ~ 1 18

(29]





middot 041]~ shy



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~



4bull (Typ)H [1021


g 0 0 0

312 12 - ---------- ------(793]

u 3I 4 bull ------l i--- 111111 I

---1-v___ 93bull [2362] -----


Slots (Typ)

- 10 f--shy



~


1 1 shy

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



I



Safety Facility



~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

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e13

e14

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2

2

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1

1

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

67 vr 3(4 (Typ)rI~ 7 l



162 1~2middot (41 2 l o--



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~













ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

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4

2

2

2

6

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16

6









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12

66

92

7

6



f3

14

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1

1

1


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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~












ltHDgt



Midwest Roadside



















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

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1

1

1


middot~ SMQt



~IY


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wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~


















lKU

+~ MWT

Bill of

Standard

Materials


~

Midwest Safety



~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

~


-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

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6









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12

66

92

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f3

14

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1

1

1


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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

MWT Standard Past



f=-=-------r~~-+

SHID 20 ol

deg 11U201

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-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

6

16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

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4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

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16

6









e17

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12

66

92

7

6



f3

14

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1

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

-------- 7 Spaces 0 75 (1905)a525 (13335) -----~

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16 34 (476)


PLAN VIEW

~ 16 J 6-3





bullbull bull

W6x65 tccl f

bull









10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

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-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



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~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

10 21 20 18


Posts witli 6x15




17 16 15 14 13 12 11 9

6x85 ( 152x 126) teeI fost 72


20MWT Standard Post

Transi tion Detail


6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

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0

0~ -

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11 ~

Cgt

0

Cgt

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L_

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-

12 516 [313]


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0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

6 316 J(157]

I- ~

0

Cgt19 1 16

(5

L0

O I

I ~


PLAN VIEW

37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)

R12x1 14 [12x32] Slats (Typ) ~

I I 0

0 1

I OI

OI

I ~

10- gauge Section

[_i23u2middot I 62 ~2 15 B

ELEVATION VIEW

[95 J

5 1v15middot[1 1)

~

0

0~ -

4 bf4[1 7)

11 ~

Cgt

0

Cgt

I I

I I

L_

-

-

12 516 [313]


J 20

0-1(

MWT Standard Post



0 middot

- - Sl-JJU () ~

SgtCD

shy

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

bullbull bull

PLAN VIEW

92 ~smiddot [23 9)

2I 24 6

l (63 I

i i i I I I


I I I I I

I LlJ

I Il Yeuro) I

I I I I I

LJ I

L J Post Post 2

ELEVATION VIEW

ENO RAIL DETAIL



bullbullbull LlJ

ELEVATION VIEW

SPLICE DETAIL



DM1UT

XML ~ Im



7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~


7

[19]lttgt3f4(Typ)

1316 ~ y~ H s 1316[ 146]H

5 1--L (148]

7 16 -i 152f-6


PLAN VIEW PLAN VIEW

f-1 34


1~110middot14 4middot 1111] 7 5 6(483](36]

l (194]

L lttgt34 [ 19]

4 14 t- pound44J I 1 34

[ 106]






Posts 3-15 Details


_sP-J_IU 1l(rmt ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

2- 7

i r16~3-_middot~~--tt--+-_


1[1016)

3 bull

~r--~~~-t-------- 1[1016)

l( 813)

4 bull (1016)





nC-J v

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

7 58 [114)

034(Typ)[19)

03 4 (Typ) [1 9)

~J I___

I

I PLAN VIEW

6 5middot H [152Jt-fl 1 34 I t1521

I II [441

4 [102)

7 58[114]

034(Typ) [19)


SECTION 0 POST 16

W6x15 (W~~~x~~3)

1

84 [2134)

55 8[HClO)

I PLAN VIEW

1 34 [44) 6


6L_H c1521


shyPLAN VIEW

4 18 [105) 84

(2134)

034(Typ) [ 19) 55 8

[HOO]ELEVATION VIEW


Port o4


POST 17 0 W6x15




DRt-lffi


1112101

shy

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

I PLAN VIEW

19 18 17

034[ 19)(Typ)

ELEVATION

31 18[79b)

4bull [102)

PLAN VIEW

ELEVATION VIEW

BLOCKOUT Post 18




3 34 (95)

034 (Typ) [ 19)

6

[1~H 8 [][2~

55 18 [1400)

CAP RAL OETAILS

~ Midwest Roo~sidel

Safety Facility

MWT Stondord Post


_ [ ~__JU 11

gterrmiddot bull 20

rt

1122101

_

1 I w

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

3 [76)

3 [788)

3 [76]

TOP VIEW

----12f l

b5

7 )8 13 ~8[194) [346)

1-----1 _l Ill ~a

38 [95] 1111 ~a1 14 11a

[32] ~a

1 1 [ 254) [254)

L L10 [254]


MWT Standard Post

Bridge Roil Details

SHEET

O of 20

~Tr

1122201

DRAWN BY




6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

6 -I [152) tshyr =rwn~~k~3)

[152]_L

PLAN Vl[W


bull 7 )B (1 94] ~ bull1

(1 0-+--shybull1 034[____ 1 bull r191



0 1 18

~


2 (102 )[51]

PLAN VIEW

ConibullAocJlote

6JiI6[ 157 )


2 12 (64)

1 34 1 78 [44] (47]

[152)

0 34

Ill Ill Ill Ill

0 lld lld

uabullbull 11 11

nu 111 m1 m1


+--- ( 19]

7 ) 8 [ 194)

6 ~--i-vm29 [ 752)

034 [ 19)

W6x20 (WI 52x296)


Steel Post Port c5


Bridge Rail Oetoils


155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

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e12

e13

e14

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4

2

2

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~-iltlVBt

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

155 [3937]

I J

4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I

1 11 [1727 ] 2 34 1-------== (1717)[70)

r[00



3 12 1 516 [89)

[S3] ~~~~~~~~~~~~ 1 3 4

(44) 2 1 2 ___

1 5 8 b8 (64) (41]

f--- 10 1 2 ~ I [267] I

( 1118 44bull I ---v- 2~6~6f - p~r



[c~~~x s 1]




shy

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

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66

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7

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f3

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1

1

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wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

I- 9bull (229]

[31) 2 [ 57)

(1134x 1 58 Slot [ 19x41]

3 112middot 18 (89] 3 [79]

2 1 18(51]

(29)1 916 (40]

2middot

2 12middot(64]

r-tt 1 916

[40)

[ i 9x41]

-t-1-t-1-i-I+I

034x 1 58 Slot [51)


[10] 3 18(79) 4 34


L 3 1Xx3 1211 5 16 Port b3


LI384 12

[10) =f ==== = = = 38

L (10)T

1 112middot 14 1 11516

[4 J

C) C) C)5 fsB 2 12

034(lYP) (1 9) (64) I

[ 19) a loo1 034 x 1 58 Slot

(19x41]






rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

rr TS 8x6x0 1875 [lS 203x152x47) I 00

PLAN VIEW


Sgtlt([T


DUpound

MWT Standard Post





4bull 2 34 [102) [70)

[25] 7 f8 [111)

~34 [19]

23 8 [601]

4 bull [1168)

7 bull [1829]

~34[19]

~2 12 [64]

~78 [22]

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

somiddot (2032)

somiddot [ 1270]

DETAIL K

smiddot (127]

SCALE 1 5



(2~3~- II 58r (16]j0 1 18~ (29]

(203]



MWT Standard Post



MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

f l

12

66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

MB[21i1i1

~ R5165 112bull ( 140) (BJ

16R716x2 (406]

316 ~11 ][ 5)

~ 4 ~j ~ =~=l====o===o==_ --ll

[102)

Yoke Detail

C6xB2 r[C152x122]

Rl [25)

3r [76~ ~

67 [ 1702)

Strut Detail


75 [lj~5)IT Tj (1981 )

ELEVATION VIEW


2 (51) [51)

2 ~ 5( ~k~---34


Port c2

-ir-- 3B c101

~ ~1 1B

(29)






37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

e14

e15

4

2

2

2

6

B

16

6









e17

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66

92

7

6



f3

14

rs

1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

37 12 [953)

6 14 [ 1)91

162 12 -- shy - -----1( 4 128)

I ~ ~

0 0

0 0


DETAIL M SCALE 1 15

4 (Typ)

I [102)

_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]

Clgt 0 0 0 I J

DETAIL N SCALE 1 15

312 12 --- -------- - --- ------1----------- ------- ------ [7938)

43 34 1-- (1111)

93 --VI---_ I [2362) --- - - ---i


Slots (Typ)

SHEpound1




is 1o(mml ~

shy

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

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e12

e13

e14

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4

2

2

2

6

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16

6









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66

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7

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f3

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1

1

1


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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I



1niiff o-- I


SICET


1 OloVltJI


18 J4 (Typ) -+----[476)


o-shy~

SECTION 0 - 0












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

e13

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e15

4

2

2

2

6

B

16

6









e17

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12

66

92

7

6



f3

14

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1

1

1


middot~ SMQt



~IY


~-iltlVBt

wn-~JU gt() ~I

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~












Im Midwest Roadside


Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

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e12

e13

e14

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4

2

2

2

6

B

16

6









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66

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7

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f3

14

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1

1

1


middot~ SMQt



~IY


~-iltlVBt

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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

Item No QTY



el

e2

e3

e4

es

e6

e7

20

20

16

116

42

54

2






e6

e9

elO

ell

e12

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4

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2

2

6

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16

6









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66

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f3

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1

1


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MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

MidwestSafety

Roadside Facility

MWT Standard Post


==--=~----~---1-- sc=

UWl-~-J_IU h(_J

deg 20 20

Dol[

11n101

_ -----1 lllV ~

Documents

1200 New Jersey Ave .. SE of Transportation. Scott Rosenbaugh Research Associate Engineer Midwest Roadside Safety Facility UNL 2200 Vine Street 130 Whittier Building Lincoln NE, 68583-0853