Attachment__2 _Dimension_Details.pdf

ATTACHMENT #2, Specification Details

A

A

120"

6"

6" 54"

9"

32"

13"

3"

27"

SECTION A-A

#3 REBAR

PRECAST CONCRETE

BARRIER

http://www.belson.com/Concrete-Jersey-Barriers 1148570821C Stamp

Designation: C825 – 06 (Reapproved 2011)

Standard Specification for Precast Concrete Barriers1

This standard is issued under the fixed designation C825; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.

1. Scope

1.1 This specification covers precast concrete barriers, in-

tended to be used adjacent to a roadway or as a median, to redirect vehicles unintentionally leaving the roadway.

1.2 The values stated in inch-pound units are to be regarded

as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

2. Referenced Documents

2.1 ASTM Standards:2

A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement

A185/A185M Specification for Steel Welded Wire Rein-forcement, Plain, for Concrete

A416/A416M Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete

A421/A421M Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete

A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement

A497/A497M Specification for Steel Welded Wire Rein-forcement, Deformed, for Concrete

A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

A996/A996M Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field

C33 Specification for Concrete Aggregates C39/C39M Test Method for Compressive Strength of Cy-lindrical Concrete Specimens C42/C42M Test Method for Obtaining and Testing Drilled

Cores and Sawed Beams of Concrete

C150 Specification for Portland Cement C173/C173M Test Method for Air Content of Freshly

Mixed Concrete by the Volumetric Method C231 Test Method for Air Content of Freshly Mixed Con-crete by the Pressure Method C260 Specification for Air-Entraining Admixtures for Con-crete C330 Specification for Lightweight Aggregates for Struc-tural Concrete C494/C494M Specification for Chemical Admixtures for

Concrete C595 Specification for Blended Hydraulic Cements C618 Specification for Coal Fly Ash and Raw or Calcined

Natural Pozzolan for Use in Concrete

3. Classification

3.1 Precast concrete barriers manufactured in accordance

with this specification shall be as shown in either Fig. 1or Fig.

2.

4. Basis of Acceptance

4.1 Precast barrier shall comply with all of the provisions of this specification and shall be tested as prescribed in 8.3 and 8.4.

4.1.1 Acceptance as to Strength Properties—Concrete bar-

rier shall be acceptable under the strength tests when the sections have met the requirements of Section 8.

4.1.2 Acceptance as to Dimensional Properties—Concrete

barrier shall meet the dimensional tolerances of Section 9.

4.1.3 Acceptance as to End Result—The concrete barrier

sections shall be finally acceptable to the purchaser at the designated point of delivery with no significant cracking.

Significant cracking is defined as fractures or cracks passing through the section or any continuous structural crack extend-ing for a length of 12 in. (305 mm) or more, regardless of position in the section.

5. Materials

5.1 Cement—Portland cement shall conform to the require-

ments of Specification C150 or shall be portland blast-furnace slag cement or portland-pozzolan cement conforming to the requirements of Specification C595.

1 This specification is under the jurisdiction of ASTM Committee C27 on Precast Concrete Products and is the direct responsibility of Subcommittee C27.20 on Architectural and Structural Products.

Current edition approved May 1, 2011. Published June 2011. Originally approved in 1979. Last previous edition approved in 2006 as C825 – 06. DOI:

10.1520/C0825-06R11.

2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website.

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5.2 Aggregates—Aggregates shall conform to Specification

C33 or C330.

5.3 Admixtures—Admixtures may be used with the ap-

proval of the purchaser. Air-entraining admixtures shall con-form to Specification C260. Chemical admixtures shall con-form to Specification C494/C494M. Fly ash or other pozzolanic admixtures shall conform to Specification C618.

Admixtures containing chlorides shall not be used in the manufacture of prestressed barrier sections.

5.4 Steel Reinforcement—Steel reinforcement shall consist

of wire fabric conforming to Specifications A185/A185M or A497/A497M, or of wire conforming to Specifications A82/ A82M, A421/A421M, or A496/A496M, or of strand conform-ing to Specification A416/A416M, or of bars conforming to Specifications A615/A615M or A996/A996M.

6. Design

6.1 Precast concrete barrier shall be as defined in Section 3.

6.2 Concrete Strength—Concrete for barrier sections shall

have a design compressive strength of 4000 psi (28 MPa) in 28 days.

6.3 Air Entrainment—Unless otherwise specified by the

purchaser, all concrete shall have an air content of 51⁄2 6 1 % as measured by Test Methods C173/C173M or C231.

6.4 Dimensions—Cross-sectional dimensions of the barrier

shall be as shown in Fig. 1. Unless otherwise specified by the purchaser, the length of each barrier section shall be a minimum of 10 ft (3 m).

6.5 Steel Reinforcement—Unless designated by the pur-

chaser, steel reinforcement shall be designed by the producer and shall be sufficient to permit handling, delivery, and placement of the sections without damage. The producer shall provide steel reinforcement details to the purchaser. The design cover of concrete over reinforcing steel shall be a minimum of 2 in. (50 mm). Unless prestressing is used, reinforcement shall be assembled as a cage utilizing any combination of single or multiple layers and mats containing sufficient longitudinal bars or wire extending through the section to maintain the shape and position of reinforcement within the form during placement of the concrete. The exposure of the ends of longitudinal rein-forcement in the barrier shall not be a cause for rejection.

NOTE 1—The purchaser or producer, or both, of the precast concrete barrier specified herein is cautioned that he should design reinforcing for the ends of barrier sections in accordance with the publication “Concrete Median Barrier Research,” Vol, 2, Research Report, prepared by the Southwest Research Institute for the Federal Highway Administration, to prevent fracture at the joints.

6.6 Reinforcement Laps, Welds, and Splicing—All splices

shall be acceptable to the purchaser and shall develop the full strength of the reinforcing.

6.7 Concrete Finish—Concrete finishing shall be at the

option of the producer and shall produce a finish comparable to a steel form finish. The concrete finish and curing of all median barrier sections shall be uniform for all sections included in the contract lot.

6.8 Lifting Devices—Should the producer cast lifting de-

vices into the barrier sections, they shall not be on the side surfaces.

6.9 Anchorage—Anchorage to prevent lateral movement of

the barrier shall consist of dowels, keyway joints, or interlock-ing devices as may be specified by the purchaser.

7. Manufacture

7.1 Mixture—The constituent materials shall be propor-

tioned and thoroughly mixed to produce a uniform concrete mixture of such quality so as to conform to the strength requirements of this specification.

7.2 Curing—The barrier section shall be subjected to any

one of the following methods of curing, or combination thereof. The sections shall be cured for a length of time sufficient to develop the specified concrete compressive strength as determined in accordance with Section 8.

7.2.1 Accelerated Curing—The sections may be cured with

either low-pressure steam or radiant heat in a moist atmo-sphere.

7.2.2 Water Curing—The sections may be water-cured by

covering with water-saturated material or by a system of

FIG. 1 New Jersey Barrier

FIG. 2 Type-F Barrier

C825 – 06 (2011)

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1077743274C Highlight perforated pipes, mechanical sprinklers, porous hose, or by any other method that will keep the section moist.

7.2.3 Membrane Curing—A sealing membrane may be

applied at a rate which will restrict the loss of water to not more than 0.055 g/cm2 of surface in 72 h. The concrete at the time of application shall be within 10°F (6°C) of the atmospheric temperature. All surfaces shall be kept moist prior to the application of the compounds and shall be damp when the compound is applied.

7.2.4 Curing Options—Other methods of curing may be

used, if approved by the purchaser.

7.3 Forms—The forms used in the manufacture of barrier

sections shall be sufficiently rigid to maintain production within the permissible tolerances given in Section 9. All casting surfaces shall be of smooth nonporous material.

8. Physical Requirements

8.1 Compression Test Specimens—The specimens required

for the tests shall be furnished by the producer and shall be made at random from different batches. Test specimens shall be identified with barrier sections. Two cylinders will be required for each 25 yd3(19 m3) with a minimum of 2 cylinders for each day of production. Compression test specimens for satisfying the minimum specified concrete strength requirement shall be made in accordance with Practice C31/C31M except that curing shall be in accordance with 8.2.

8.2 Curing Compression Test Specimens—Test specimens

shall be cured in a similar manner to barrier sections if they are steam cured. If barrier sections are cured at normal ambient temperatures, the specimens shall be cured in accordance with Practice C31/C31M.

8.3 Compression Tests—Cylinders shall be tested in accor-

dance with Test Method C39/C39M. The average compressive strength of all cylinders tested for each day’s production shall be equal to or greater than the specified design strength of the concrete. In no case shall any cylinder tested fall below 80 % of design strength.

8.4 Core Compression Tests—If the criteria of 8.3 are not

met or as an alternative, the producer or purchaser may agree to use cores taken from the barrier sections in accordance with Test Method C42/C42M. The number of tests required shall be as specified in 8.1. Test results shall conform to 8.3 except that if cores are used the average compressive ot1 strength of the test specimens shall be equal to or greater than 3400 psi (23

MPa). No single core shall have a compressive strength less than 3000 psi (21 MPa). If the core tests fail on the daily production run, each barrier section may be individually cored for acceptance.

9. Permissible Dimensional Tolerances

9.1 Cross-Sectional Dimensions—Cross-sectional dimen-

sions shall not vary from design dimensions by more than 1⁄4 in.

(6 mm). The vertical center line shall not be out of plumb by more than 1⁄4 in. (6 mm).

9.2 Longitudinal Dimensions—Longitudinal dimensions

shall not vary from the design dimensions by more than 1⁄4 in.

(6 mm) per 10 ft (3 m) of barrier section and shall not exceed 3⁄4 in. (19 mm) per section.

9.3 Location of Anchoring Devices—Location of anchoring

holes shall be as specified by the purchaser.

9.4 Surface Straightness—When checked with a 10-ft (3-m)

straight edge, irregularities measuring more than 1⁄4 in. (6 mm) shall be corrected as the purchaser may order or approve.

9.5 Position of Reinforcement—Cover over reinforcement

shall be not less than 2 in. (50 mm), except for longitudinal reinforcement at the end face of barrier sections.

10. Inspection

10.1 The quality of materials, the process of manufacturing, and the finished median barrier shall be available for inspection by an inspector employed by the purchaser. If the manufacturer is required to obtain the services of an independent testing agency, the costs shall be the purchaser’s responsibility.

11. Repairs

11.1 Barrier sections may be repaired, if necessary, because

of occasional imperfections in manufacture or damage during handling. They shall be acceptable if, in the opinion of the purchaser, the repairs are sound, properly finished, and cured.

The repaired sections shall conform to the requirements of this specification. Repairs to correct imperfections in manufacture or damage during handling may be made only after authoriza-tion by the purchaser.

12. Rejection

12.1 Barrier sections shall be subject to rejection for failure to conform to any of the specification requirements. In addi-tion, individual sections may be rejected due to defects that indicate inadequate proportioning, mixing, or molding.

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C825 – 06 (2011)

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