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ASTM C1089-06

(Specification)

Standard Specification for Spun Cast Prestressed Concrete Poles

Standard Specification for Spun Cast Prestressed Concrete Poles

ABSTRACT
This specification covers spun cast prestressed concrete poles for use as structural supports for streetlights, traffic signals, and transmission, distribution, and communication lines. The acceptability of the poles shall be determined by the results of full-scale bending and torsional tests. The requirements for the following are specified: (1) materials such as cement, aggregate, water, chemical admixtures, steel, and inserts; (2) general requirements including concrete cover, circumferential wire, grounding, exterior surface treatment, and prestressing; and (3) loading requirements. Load test procedures for bending and torsional tests are detailed. Sets of fabrication and detail drawings shall be furnished as prescribed in this specification.
SCOPE
1.1 This specification covers spun cast prestressed concrete poles for use as structural supports for streetlights; traffic signals; transmission, distribution, and communication lines.
1.2 The values stated in in-pound units are to be regarded as the standard. The values given in parentheses are for information only.
WITHDRAWN RATIONALE
This specification covers spun cast prestressed concrete poles for use as structural supports for streetlights; traffic signals; and transmission, distribution, and communication lines.
Formerly under the jurisdiction of Committee C27 on Precast Concrete Products, this specification was withdrawn in March 2006 in accordance with section 10.5.3.1 of the  Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.

General Information

Status
Historical
Publication Date
31-May-2006
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.20 - Architectural and Structural Products
Current Stage
Ref Project

Relations

Replaces
ASTM C1089-97 - Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)
Effective Date
01-Jun-2006
Replaced By
ASTM C1089-13 - Standard Specification for Spun Cast Prestressed Concrete Poles
Effective Date
01-Jan-2013

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ASTM C1089-06 - Standard Specification for Spun Cast Prestressed Concrete PolesASTM C1089-06 - Standard Specification for Spun Cast Prestressed Concrete Poles
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ASTM C1089-06 - Standard Specification for Spun Cast Prestressed Concrete Poles
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C1089 −06
StandardSpecification for
1
Spun Cast Prestressed Concrete Poles
This standard is issued under the fixed designation C1089; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C39/C39M Test Method for Compressive Strength of Cylin-
drical Concrete Specimens
1.1 This specification covers spun cast prestressed concrete
C42/C42M Test Method for Obtaining and Testing Drilled
poles for use as structural supports for streetlights; traffic
Cores and Sawed Beams of Concrete
signals; and transmission, distribution, and communication
C150 Specification for Portland Cement
lines.
C172 Practice for Sampling Freshly Mixed Concrete
1.2 The values stated in inch-pound units are to be regarded
C260 Specification for Air-Entraining Admixtures for Con-
as the standard. The values given in parentheses are for
crete
information only.
C330 Specification for Lightweight Aggregates for Struc-
tural Concrete
2. Referenced Documents
C494/C494M Specification for Chemical Admixtures for
2
2.1 ASTM Standards:
Concrete
A82/A82M Specification for Steel Wire, Plain, for Concrete
C595 Specification for Blended Hydraulic Cements
Reinforcement
C618 Specification for Coal Fly Ash and Raw or Calcined
A416/A416M Specification for Steel Strand, Uncoated
Natural Pozzolan for Use in Concrete
Seven-Wire for Prestressed Concrete
2.2 AASHTO Standard:
A421/A421M Specification for Uncoated Stress-Relieved
Specifications for Structural Supports for Highway Signs,
4
Steel Wire for Prestressed Concrete
Luminaires and Traffic Signals (LTS-2)
A496/A496M Specification for Steel Wire, Deformed, for
2.3 ANSI Standard:
5
Concrete Reinforcement
National Electrical Safety Code
A615/A615M Specification for Deformed and Plain Carbon-
2.4 PCI Guides:
6
Steel Bars for Concrete Reinforcement
Guide for Design of Prestressed Concrete Poles
6
A617/A617M Specification for Axle-Steel Deformed and
Guide Specification for Prestressed Concrete Poles
Plain Bars for Concrete Reinforcement (Withdrawn
3
1999) 3. Terminology
A641/A641M Specification for Zinc–Coated (Galvanized)
3.1 Definitions:
Carbon Steel Wire
3.1.1 cracking load—a load which creates a bending mo-
A722/A722M Specification for Uncoated High-Strength
ment of enough magnitude to produce a tensile stress greater
Steel Bars for Prestressing Concrete
than the sum of induced compression plus the tensile strength
C31/C31M Practice for Making and Curing Concrete Test
of the concrete resulting in tensile cracks on the tension face of
Specimens in the Field
the pole.
C33 Specification for Concrete Aggregates
3.1.2 spun pole—a pole in which the concrete is distributed
and compacted through centrifugal force.
1
This specification is under the jurisdiction ofASTM Committee C27 on Precast
3.1.3 ultimate load—maximum load the pole will carry in
Concrete Products and is the direct responsibility of Subcommittee C27.20 on
the specified direction, before the concrete or steel will reach
Architectural and Structural Products.
its limiting state.
Current edition approved June 1, 2006. Published June 2006. Originally
approved in 1988. Discontinued in March 2006 and reinstated as C1089 – 06. DOI:
10.1520/C1089-06.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Association of State Highway and Transportation
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Officials, 444 N. Capitol Street, NW, Washington, DC 20001.
5
Standards volume information, refer to the standard’s Document Summary page on Available from American National Standards Institute, 25 W. 43rd St., 4th
the ASTM website. Floor, New York, NY 10036.
3 6
The last approved version of this historical standard is referenced on Available from Prestressed Concrete Institute, 209 West Jackson Blvd.,
www.astm.org. Chicago, IL 60606.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1089 − 06
4. Basis of Acceptance 6.1.5 Prestressing—Initial prestress shall not be applied
until the concrete strength has reached the greater of 3500 psi
4.1 The acceptability of the poles shall be determined by the
(24 MPa) or 1.67 times the maximum expected stress in the
results of full-scale bending and torsional tests. Poles shall be
concrete due to the prestressing forces immediately after
accepted on the basis of producer certification and historical
transfer and before losses occur.
test data of ful
...

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