Prescott ADOT Cattle Guard Design Specifications.pdf

ADOT Style Cattle Guard Supply Specifications o ADOT style cattle guard package (#-unit) o Concrete foundations. Steel grills. End brace set. Excludes bike safety clamps- *info I received shows a bike package*.

o Cattle guard does not slope with the crown in the road. Must be installed flat and roadway adjusted o Heaviest piece is 10,000 lbs.

o Delivery via flatbed to BCWC-customer to offload

See the following pages for design specifications.

REV DESCRIPTION BY DATE

A Revised Cenerol Notes FB 5/21/03 B Changed Tille 81ock AT 12/11/09 C Changed Generol Note 5, Added Inserts AT 4/14/10

{12} 3/4" INS[RTS D Updoled Notes & Tille Block rs S/23/14

FOR GRILL CLAMPS

(4 EACH SECTION)

'c:, ·<'c, STRUCTURAL NOTES

1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4,500psi wnECD'RD CWER S[CT/0,, CA TTL[GUARD £ND SECTION {QUANTITY AS NffDED)

PLAN VIEW

W'1EGU'RD END SECT/DN-1 2. REBAR:

3. MESH:

4. DESIGN:

ASTM A-615 GRADE 60

ASTM A-1064 GRADE 65

ACI 318-11BUILDING CODE

ASTMC-857 "MINIMUMSTRUClURALDESIGN

LOADING FOR UNDERGROUND PRECAST

SCALE:114=' 1'-0" CONCRETE UTILITY STRUCTURES"

5. LOADS: HS20-44 Wl30%IMPACT PER AASHTO

80 PSF LATERAL LIVE LOADSURCHARGE- UP TO 8'-0"DEPTH

SOIL: 40 PCF LATERALSOIL PRESSUREABOVEWATERTABLE

80 PCF LATERAL SOIL PRESSURE BELOW WAlER TABLE

120 PCF SOIL DENSITY

GENERAL NOTES

1. THE STRUCTURE SHALL NOT BE PLACEDON ALLUVIAL DEPOSITS, QUICK SANO, SOFT, OR WET CLAY, OR WET SANO ANO CLAY MIXED

2. THE TOP 6" OF THE SOIL ON WHICH THE STRUCTURE IS PLACED SHALL BE COMPACiE/J TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MATERIALS SERVICES, INTERMODAL

TRANSPORTAT!ON DIVISION, ARIZONA DEPARTMENT OF TRANSPORTATION

3. EXCAVATION SHALL BE TO A PLANE 3" BELOW GRADE WITH THE FINAL 3"TO BE EXCAVATED BY HAND. THE 3"OF SANO PLACED ON THE COMPACTED SOIL SHALL BE CAREFULLY SCREEDED UNIFORMLY TO GRADE AND COMPACTED

4. CONCRETE GRILL BEAM BEARING SURFACES SHALL BE UNIFORMLY FLAT WITHIN A TOLERANCE OF ±0.010"

5. ELASTOMERIC BRIDGE PAD SHALL BE ELASTOMER (NOTLAMINATED), HAVE A DUROMETERHARDNESS OF 55, ANDHAVE

6. SOIL COVER: NONE

7. WATER TABLE: 5'-0" BELOW GRADE

8. BOLTS,NUTS WASHERS: ASTM A307& ASTM A153

0.GRILL CLAMP BOLTS: SAE J429 GRADE 5

10. STEEL: ASTM A36

l, !,!! !,!e Precast® PHONE:{480)96l-2676 FAY.: (-480)899-19J7

TH1S DOCUMENT IS THE PROPERTYOF OlDCAfinE PRECAST, INC. IT 1S CONF10ENTIAJ...

SU6MITT£0 FOR REFERENCE PURPOSES ONLY, ANO SHALL NOT BE USEDIN ANY WAY

INJURIO\.JS TO THE INTERESTS OF, OR WITHOUT TKE WRITTEN PERMISSIONOF OLOCASTLE

PRECAST, INC.COPYRIGHT(J2014 OLOCAS"rLEPRECAST, INC ALL RIGHTS RESERVED

CATTLE GUARD

1'-2" X 7' KEYS

ADOTSTANDARD H20C-11.10

CUSTOMER

STANDARD

A THICKNESS TOLERANCE OF +0.125". PADS FOR A SINGLE INSTALLATION SHALL BE OF UNIFORM THICKNESS WITHIN A TOL ERANCE OF ±0.031". PADS SHALL BE j

FASTENED TO THE BAR WITH AN APPROVED NON-WATER SOLUBLE EPOXY OATE

5123114 ffil"'s-..o"'RA"'w°"N..,....,==.,. ... ,==-r- S Al ES O R==oe R-1

AT

6. GRILL UNITS, END POSTS, GRILL CLAMPS, BIKE SAFETY KITS, ANO BRACES SHALL BE FABRICATED IN ACCORDANCE WITH A.O.0.T. STD. C-11.10. RAWING NUMB R

92100-1 REV CATE

J m J r;'," s,,, ao,,oJ/ ,, .oo,,,,,mor

Broce , 7/8" Flat Wosher

Reinforcing Beam Grill Beam Ledge

I 7/2" x 1 1/2" Beveled Steel Wosher

3/4" Hex Nut

A R_e'liscif Notes fB

B Changed ntle Block Add,:d Blke Sufety l<it OeloR AT

2" x 2" Square x 5'-9" Long

Tubular Post w/ Post Cop Pointed Primer Grey

{See Detail 3)

Kev Detail

Scale: 3/4"=1'-0"

.-A. ..

Tie Bolt Detail Scale: 1.5"=1'-0"

Apply Heavy Duty, High-Strength Anaerobic

Thread Locking Compound To Threads Before Installing Double Nuts

Remove 4" Of Flange Off End Of Each Broce

(2) Longitudinal Braces L2" X 2" X 1/4" X 5'-6"

Pointed Primer Grey {See Detail 2 & Drawing G2100-4)

3/4" Ferrule Loop Inserts For Fastening Wing Broce

7'-6"

3/4" Hex Nut With Plain Round Washer

Bike Safetv Kit Detail End Post Detail

41• 41,. Remove 4" Of Flange 13/16" Dia. Bolt Holes

(14) Steel Roils

Traffic Grille Unit n ] u- Of"" :rn,e • For 3/<" O,o Heo a,rh \ ]

"'L-: ,t

7'--o"

6"

2 12

"x

..x ;;:;:t; • ---.,. , .+ - - Square Tubular Y - - _;

Scale: 3/4"=1'-o" Detail 2

Post DetOJl 3

211..

Typ.

Section of Traffic Grille 5 1/2" x 2" x 3/16" Formed Iron With 5/8" x 6" Stud Anchors @ 2'-0" Centers

Sco/e:3/4"=1'-0"

Per ADOT Std. C11.10 (J)

L 5" X 5" X 5" X 1/2"

With (1) 1/2" x 4" Stud Anchors Ro11 Detail

Scale: 7.5"=1'-0"

CONFI

OOIH,_

L ANO

THE

RECIP!

ENI"

AGRtcc

ES

r,,UT 10

'JRC U

ANY

,\Atu CR

11.'HIC

H WILL

Ut OETHl"-CMTAL 10 OLDCASTLE PRCC!\51 11:C. 3/8"::;1: ,_Q" l

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0 Oldcastle Precasf

Chandler, .A.rizm1c1 ;31J22S Tel: (480j %3-ibid Fax: (480) 899-1937

Precast Concrete Cattle Guard With 1'-2" x 7" Male & Female Keys A.D.O.T. Standard H-20 C-11.10

71-

REV [)ESCFtF·TION A Revised Notes

8 Added 3/4. lnsert.'l And Grill Clamp Detail

(4) 3/4" Inserts

(See Grill Clamp Detail)

5" x 5" x 3/8" Neoprene 55 Durometer Bridge Pads Bonded to Concrete

4 Spaces @ 1'-5 "

Female Key

2" Chamfer

10"

Section A-A

(4) 3/4" Ferrule Loop Inserts

(For Striping Each Side)

Isometric View Of Center Unit Scale: 1/2"=1'-o"

(4) #5 Rebar (7'-6")

(Each Beam)

5 1/2" x 1 ½" x 1/4" Formed Iron With 3/8" x 4" Stud Anchors @ 22" Centers

{12) 5" x 5" x %" Angle Iron With (1) 1/2" x 4" Stud Anchors

(3) #3 Rebar Stirrups (5" x 6") {Each Beam)

5f6" 4 "

'0, . ... i·-n:

#6 Rebar (7'-o'') (1 Each Side)

#5 Rebar (I Each Side)

- (Each Beam)

4 x 4 - W2.9 x W2.9 WWF

(2) #4 Rebar (6'-9") (Each Side)

3" x 5" x 1/2" Clomp ( 4 Per Grill Unit)- / 4"

3/4" Insert/

Grill Clamp Detail

Scale: 3/4"=1'-0"

Replaces Drawing fHD-101 A

0 Cllandle1

Section B-B

Oldcastle Precasf

Precast Concrete Cattle Guard

Tel

See "Key Detail" (G2100-4)

(4) 2" x 12" Shear Plates With

(3) 1/2" x 4" Stud Anchors (2 Each Key)(See "Detail 1" (G2100-4))

With 1'-2" x 7" Male & Female Keys A.D.O.T. Standard H-20 C-11.10

[3

(4) 3/4" Inserts (See Grill Clamp Detail)

(4) 3/4" Ferrule Loop Inserts (For Striping Each Side) i fB

B Added 3/4• ln erts Arid Griil Clomp Detoi; Ai

5" x 5" x 3/8" Neoprene 55 Durometer Bridge Pads Bonded to Concrete

Female Key

2" Chamfer

(2) /5 Rebar (7'-6 '')

4 Spaces @ 7'-s!z"

4 x 4 -- W2.9 x W29 WWF

Section A-A

Isometric View Of End Unit

Scale: 1/2"=1'-0"

(4) /5 Rebar (7'-6'')

(3) /3 Rebar Stirrups (5" x 6'')

(Each Beam) 11 .

5 1/2" x 1 ½" x 1/4" Formed Iron W,"/h 3/8" x 4" Stud Anchors @ 22" Centers

{12) 5" x 5" x ¾" Angle Iron With (1) 1/2" x 4" Stud Anchor

#6 Rebar (7'-5") (1 Each Side)

#5 Rebar (1 Each Side)

4 x 4 - W29 x W29 WM"

(2) #4 Rebar (7'-o'') (Each Side)

3" x 5" x 1/2" Clomp// (4 Per Grill Unit)

3/4" Insert

Grill Clamp Detail

Scale: 3/4"=1'-Q"

0 Chandler, See "Key Detail" (G2100-4)

4'-o"

Section 8-8 Oldcastle Precasf

Precast Concrete Cattle Guard

Tel Fax

(4) 2" x 12" Shear Plates With

(3) 1/2" x 4" Stud Anchors

(2 Each Key}(See "Detail 7" (G2100-4)) With 1'-2" x 7" Male & Female Keys AD.OT Standard H-20 C-11 1O

B

DATE, 6123194

OA1"'

r,"""" SR

CHECK£O,

. , oc_SCR_·_p"- -----

PAINTING NOTE;

PAINTING OF STRUCTURAL STEEL SHALL.

CONFORM TO SECTION 610 OF THE ADOT

STANDARD SPECIFICATIONS FOR l OAD AND fJRIDGE CONSTF1UCTION

9 /32" MIN. BEND

(6) W8x18J

\_RAILS

PLAN VIEW

2%"

SECTION B-B

13 SPACES @ 6"

-- 6'-6" 3"

W8x18 ./

SECTION A-A

ITEM DESCRIPTION QUAN, SJZE -·-- TOTAL

;;;;;.;:---;:;;-,r;;;;;::-;:;;;;cua" = ==== BilllLIL]02fF:]iMA TE!filiR!tlA;[;l.S[:==-==-- ?"· LB'.'

STANDARD CATTLE GUARD

GRILLE DETAILS

ADOT STD. C-11.11 DATE: APPROVED:

;- (14-) RAILS (SEE DETAIL)

00 RLLJLILIL11JlJLJl1Llll I

·--·-I t')

(4) CABLES/ CHAINS

2 TON MIN. EACH

(4) CLUTCH RINGS OR HOOKS

,... J _ o/ .j. .,I

(4) RECESSED PULLING IRONS

(2 EACH SIDE WAU}

l a·-o· l

END VIEW OF CATTLE GUARD

SCALE: 3/8"=1'-0"

REV DESCRIPTION BY I DATE

0 OldGaslte Infrastr,.ucture"'

• 411E.FRY1!RD.-AZIIIIZII

PIIH;IIIO) ..... ,.

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- Cll'YRIGHl'Etlaux:A111.ENIWll1U:IIRl AIJ.RlGHTIIREIBM!)

CA'TTLE GUARD LIFTING DETAIL

G1100-l1 REVllAlE 4 OF 1

TECHNICAL DATA SHEET

RN103 - RAM-NEK JOINT SEALANT

Last Rev Date: 03/02/2011

Physical Properties

Approvals and Certifications

Meets or exceeds all requirements of ASTM C990 Standard Specification for joints, concrete pipe, manholes and precast box sections, using Preformed Flexible Joint Sealants.

Meets requirements of Federal Specifications SS-S210-A, "Sealing Compound Preformed Plastic For Pipe Joints", Type 1, Rope Form.

Usage

Flexible Plastic Gaskets for sealing the following Precast products, regardless of size or shape:

· Storm Sewer Pipe

· Box Culverts

· Manhole Risers

· Septic Tanks

· Utility & Burial Vaults

· Wet Wells

Application

Vertical Application:

1. Apply one brush coat of Ram-Nek Primer to concrete surfaces to be sealed. Primer is recommended but not required unless conditions are wet.

2. Remove protective wrapper on one side only of preformed Ram-Nek coil and press firmly to the dry, clean joint surface. Leave the outside wrapper in place to protect the gasket and keep it from stretching.

3. Remove protective wrapper from Ram-Nek gasket and set next section. Each unit is forced "home" by its own weight, compressing Ram-Nek to tightly pack and immediately seal the joint. "Squeeze out" is visible proof of a watertight joint.

4. After last section is set and fully "seated", the installation is complete. Backfilling and compaction can start immediately.

Horizontal Application:

1. Trench conditions shall be such that pipe jointing can be accomplished without getting mud, silt, gravel or other foreign materials into the joint. Generally, the trench should be dewatered and have a firm bottom free of muck.

2. Remove protective wrapper on one side only of preformed Ram-Nek coil and press firmly to the dry, clean joint surface. Before laying the pipe in the trench, attach the gaskets end-to-end to the leading edge of the tongue or groove of each pipe joint, forming a continuous gasket around the circumference. Remove the protective wrapper before joining pipe sections.

3. After the gasket is applied, the pipe should be handled carefully to avoid displacing or soiling of gasket. Any gasket so disturbed should be replaced.

4. The pipe should be properly aligned before joints are forced home. For tongue and groove pipe, the pipe should be partially

Henry Company - 909 NORTH SEPULVEDA BLVD., EL SEGUNDO, CA 90245 Technical Services - 800-486-1278 Email: techservices@henry.com www.henry.com

Appearance Semi-solid

Ductility @ 77º F, 5cm/min (ASTM D113) Min. 5.0

Flash Point, C.O.C.

(ASTM D92) Min. 600ºF

Maximum VOC <5 g/l

Penetration @ 77ºF (150g 5 sec) (ASTM D217) Min. 50 - Max. 120

Softening Point

(ASTM D 36) 320ºF

Specific Gravity @ 77º F (25ºC) (ASTM D71) Min. 1.20 - Max. 1.35 mailto:techservices@henry.com http://www.henry.com/ supported to maintain concentricity until the gasket is properly compressed in the joint space and sufficient pressure applied to make sure that the joint is properly made.

5. Backfilling and compaction can begin when jointing is completed.

Product Sizes

9 (.75in x 14.5ft) COILS/CASE 8 (1in x 14.5ft) COILS/CASE (46.8 5 (1.5in x 10.5ft) COILS/CASE (49 5 (1.25in x 14.5ft) COILS/CASE

Henry Company - 909 NORTH SEPULVEDA BLVD., EL SEGUNDO, CA 90245 Technical Services - 800-486-1278 Email: techservices@henry.com www.henry.com mailto:techservices@henry.com http://www.henry.com/

Vault Installation Guide Vault Installation:

L,FTING GEAR Use only proper ifting gear to handle or place concrete sections in excavafon.

When ·nstol ·ng vault sections w·th four ·ft point locot:ons, use four-way coble r;gging w·th cables being of equal ength. Do not lift using less than four cob es.

BASE w·th the excavation prepared, the base section con be ·nsto led. Check to ensure that the base is set correctly before proceeding. This may be done us·ng a trons·t or similar method.

C eon the keyway and pace the gasket material at the outer edge.

TOP - Lower the top onto the base so that the access hole(s) ore ·n the correct locofon. The top and base keywoys should mote even y a I around forming a tight sea.

RISERS - Gasket material for risers ·s placed at the outer edge of the keywoy.

GRADE R'NGS Gasket materio or non shr;nk grout may be used to seal jo·nts.

Gasket Material:

Keywoys must be free of dirt, rocks, and water. Rocks and d·rt prevent the vault sections from seofng and sea ing properly. Remove al protective paper from gasket moter;ol. Sp ice gasket moterio w:th a "s·de by side" joint, away from corners. Corner spl.cing wil not seal properly.

CORRECT lnsto I gasket moter'ol at the outer edge of the keyway. Gasket shou d be conrnuous around corners.

NCORRECT Do not overlap the gasket moterio at splice.

NCORRECT - Do not spl·ce gasket moter'al at a corner.

Gasket should be contnuous a round corners

Backfilling:

Do not backfill unt: the vault ·s completely assembled. Acceptable bockfll materio s ore sand, pea grove, crushed rock, approved not;ve soil, or select we I graded material that ·s free of arge rocks, and not saturated with water.

Add backfi material in even l'fts al around the vault structure. Compact each lift to reduce a·r voids and consequent settlement of the vau t. Do not backfil one side at a time. Th·s may compromise the structural integr'ty of the vault.

General:

Use on y the knockout areas provided for condu;t and pipe penetrorons. Cuts mode ·n any other area cou d weaken the structural integr;ty of the vault.

For further detai s contact a serv·ce representat;ve.

p

VAULT GUIDE VAULT INSTALLATION GUIDE

STANDARD PROCEDURE

COPYRIGHT© 2006

F LE NAME 250UCPVLTGDE-1

SSUE DATE: MARCH, 2006

www.oldcastleprecast.com http://www.oldcastleprecast.com/

Vault Installation Guide Notice To Customer:

The ·nformation w·th·n th·s qu·de covers the ma·n aspects of the vault ·nstol,ation and is not intended as a "How To" manual. See ASTM specification C 891 "lnsta lotion of Underground Precast Concrete Util"ty Structures" for additional detai s.

Clear access is requ·red so that the del:very truck may reach the site under ·t's own power.

To place the vault secfons, the truck is required to pull up alongs·de of, or back up to the excavaron on a su:table level area.

Traffic control shall be the responsibil·ty of the contractor or the customer.

We reserve the r:ght to refuse delivery if our fie1d representative determ·nes that the site preparations do not meet the requ·rements out.ined in this guide.

Excavation Size and Clearance:

SIZE - The excavafon must a ow for the overall dimensions of a comp1eteIy assembled vault. When compurng the depth of the excavation, consider the additional heights of bedding material grade rings, and frame and cover. Bedding material must cover the entire bottom of the excavation to a depth of 2" to 3" deeper than required, br"ng the frame and cover to grade w·th grout or gasket material.

ADEQUATE PLANN NG - Note that the excavation pans allow for assemb ed he·ght plus bedding material and proper cIearance on al s·des.

Shoring Requirements:

f the excavaron site soi responsibi ity to meet a

·s unstable or saturated, sho(ng is required. It ·s the customers app1icable safety codes and regu ations for shoring the excavation.

Bedding Preparation:

BED0 NG MATER.AL Sand, crushed rock, pea grave, or approved native soi are good bedd·ng materials. The bedding moteriai must compete y cover the bottom of the excavafon. It should also be screened level and compacted.

STANDING WATER - Use pumps as necessary to prevent water from co1lecrng in the excavaron.

Extra s·ze excavation may be requ·red to allow pumps to be operated during a I phases of setfng.

p

VAULT GUIDE VAULT INSTALLATION GUIDE

STANDARD PROCEDURE

COPYRIGHT© 2006

F LE NAME: 250UCPVLTGDE-2

SSUE DATE MARCH, 2006

www.oldcastleprecast.com http://www.oldcastleprecast.com/

This is to certify that the quality control procedures of

Oldcastle Infrastructure 411 E. Frye Road

Chandler, AZ 85225-6304 were audited during an on-site plant inspection on February 24, 2021 and have met the

Precast Concrete Requirements stated in the NPCA Quality Control Manual for Precast Concrete Plants

Renewal Granted on November 10, 2021

Participation in the NPCA Plant Certification program affirms an ongoing commitment to producing quality precast concrete products to recognized standards of the American Association of State Highway and Transportation Officials (AASHTO), the American Concrete Institute (ACI), the ASTM International (ASTM), the American Welding Society (AWS), the Precast Prestressed Concrete Institute (PCI), and the Concrete Reinforcing Steel Institute (CRSI).

This renewal certificate is valid through December 31, 2022.

Mark Wieser, Chairman of the Board

Frederick H. Grubbe, NPCA President

Phillip B. Cutler, P.E., Director of Quality Assurance Programs NPCA | 1320 City Center Drive, Suite 200 | Carmel, IN 46032 Thisdocument shall be reproduced in itsentirety

This renewal certificate is valid through December 31, 2022.