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ASTM C1089-97

(Specification)

Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)

Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)

SCOPE
1.1 This specification covers spun cast prestressed concrete poles for use as structural supports for street lights; traffic signals; transmission, distribution, and communication lines.
WITHDRAWN RATIONALE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Formerly under the jurisdiction of Committee C27 on Precast Concrete Products, this specification was withdrawn in March 2006 in accordance with section 10.5.3.1 of the  Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by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-Dec-1996
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

Replaced By
ASTM C1089-06 - Standard Specification for Spun Cast Prestressed Concrete Poles
Effective Date
01-Jun-2006

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ASTM C1089-97 - Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)ASTM C1089-97 - Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)
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ASTM C1089-97 - Standard Specification for Spun Cast Prestressed Concrete Poles (Withdrawn 2006)
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 1089 – 97
Standard Specification for
Spun Cast Prestressed Concrete Poles
This standard is issued under the fixed designation C 1089; 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 (e) 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 C 33 Specification for Concrete Aggregates
C 39 Test Method for Compressive Strength of Cylindrical
1.1 This specification covers spun cast prestressed concrete
Concrete Specimens
poles for use as structural supports for streetlights; traffic
C 42 Test Method for Obtaining and Testing Drilled Cores
signals; and transmission, distribution, and communication
and Sawed Beams of Concrete
lines.
C 150 Specification for Portland Cement
1.2 The values stated in inch-pound units are to be regarded
C 172 Practice for Sampling Freshly Mixed Concrete
as the standard. The values given in parentheses are for
C 260 Specification forAir-EntrainingAdmixtures for Con-
information only.
crete
2. Referenced Documents C 330 Specification for Lightweight Aggregates for Struc-
tural Concrete
2.1 ASTM Standards:
C 494 Specification for ChemicalAdmixtures for Concrete
A 82 Specification for Steel Wire, Plain, for Concrete Re-
C 595M Specification for Blended Hydraulic Cements
inforcement
C 618 Specification for Coal Fly Ash and Raw or Calcined
A 416/A 416M Specification for Steel Strand, Uncoated
Natural Pozzolans for Use as a Mineral Admixture in
Seven-Wire for Prestressed Concrete
Concrete
A 421 Specification for Uncoated Stress-Relieved Wire for
2.2 AASHTO Standard:
Prestressed Concrete
Specifications for Structural Supports for Highway Signs,
A 496 Specification for Steel Wire, Deformed, for Concrete
Luminaires and Traffic Signals (LTS-2)
Reinforcement
2.3 ANSI Standard:
A 615/A 615M Specification for Deformed and Plain
National Electrical Safety Code
Billet-Steel Bars for Concrete Reinforcement
2.4 PCI Guides:
A 617/A 617M Specification for Axle-Steel Deformed and
Guide for Design of Prestressed Concrete Poles
Plain Bars for Concrete Reinforcement
Guide Specification for Prestressed Concrete Poles
A 641 Specification for Zinc-Coated (Galvanized) Carbon
Steel Wire
3. Terminology
A 706/A 706M Specification for Low-Alloy Steel De-
3.1 Definitions:
formed Bars for Concrete Reinforcement
3.1.1 cracking load—a load which creates a bending mo-
A 722/A 722M Specification for Uncoated High-Strength
ment of enough magnitude to produce a tensile stress greater
Steel Bar for Prestressing Concrete
than the sum of induced compression plus the tensile strength
C 31/C 31M Practice of Making and Curing Concrete Test
of the concrete resulting in tensile cracks on the tension face of
Specimens in the Field
the pole.
Annual Book of ASTM Standards, Vol 04.02.
1 6
This test method is under the jurisdiction ofASTM Committee C-27 on Precast Annual Book of ASTM Standards, Vol 04.07.
Concrete Products and is the direct responsibility of Subcommittee C27.20 on Annual Book of ASTM Standards, Vol 04.01.
Architectural and Structural Products. Available from American Association of State Highway and Transportation
Current edition approved Jan. 10, 1997. Published February 1997. Originally Officials, 444 N. Capitol Street, NW, Washington, DC 20001.
published as C 1089 – 88. Last previous edition C 1089 – 88. Available from American National Standards Institute, 11 W. 42nd St., 13th
Annual Book of ASTM Standards, Vol 01.04. Floor, New York, NY 10036.
3 10
Annual Book of ASTM Standards, Vol 01.06. Available from Prestressed Concrete Institute, 201 North Wells Street,
Annual Book of ASTM Standards, Vol 04.10. Chicago, IL 60606.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C 1089
3.1.2 spun pole—a pole in which the concrete is distributed 6.1.3 Grounding—The purchaser shall specify any ground-
and compacted through centrifugal force. ing requirements needed.
3.1.3 ultimate load—maximum load the pole will carry in 6.1.4 Exterior Surface Treatment—Exterior concrete sur-
the specified direction, before the concrete or steel will reach face finish shall be as specified by the purchaser.
its limiting state. 6.1.5 Prestressing— Initial prestress shall not be applied
until the concrete strength has reached the greater of 3500 psi
4. Basis of Acceptance
(24 MPa) or 1.67 times the maximum expected stress in the
4.1 The acceptability of the poles shall be determined by the
concrete due to the prestressing forces immediately after
results of full-scale bending and torsional tests. Poles shall be transfer and before losses occur.
accepted on the basis of producer certification and historical
6.1.6 The minimum 28-day compressive strength for con-
test data of full-scale bending and torsional tests on equal or crete used in poles shall be 7000 psi (48 MPa) as determined
larger poles. The purchaser shall specify the number and
using Test Methods C 39 or C 42. For street lighting poles, the
frequency of full-scale tests. Poles failing to meet the strength compressive strength may be reduced to a minimum of 5000
requirements specified by the purchaser or the tolerances
psi (35 MPa). The cylinders for compression tests shall be
specified herein shall be rejected.
made in accordance with Practices C 31 and C 172.
6.2 Load Requirements:
5. Materials
6.2.1 Poles shall be designed to withstand ultimate load.
5.1 Cement—Portland cement shall conform to the require-
Ultimatecapacityofthepoleshallbedeterminedinaccordance
ments of Specification C 150 or shall be portland blast-furnace
with the PCI Guide for design (2.4). Where local codes so
slag cement or portland-pozzolan cement conforming to the
require, seismic loads shall be considered in the design of
requirements of Specification C 595M.
poles. Poles shall be proportioned so that stresses produced by
5.2 Aggregate—Aggregates shall conform to Specification
the manufacturing process, transportation, and installation, as
C 33 except that the requirements for grading shall not apply.
well as dead and live loads, will not be detrimental to the
If a producer can demonstrate that aggregates conforming to
strength, serviceability requirements, and aesthetics of the
Specification C 330 could be used to manufacture an accept-
structure. Under corrosive environments or strain pole appli-
able product, those aggregates may be used.
cations or both, poles shall be designed so that the cracking
5.3 Water—Water used for mixing concrete shall be free of
capacity exceeds th
...

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