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ASTM C1804-14e1

(Specification)

Standard Specification for Spun Cast Prestressed Concrete Bases for Tapered Steel Lighting Poles

Standard Specification for Spun Cast Prestressed Concrete Bases for Tapered Steel Lighting Poles

ABSTRACT
This specification covers spun cast prestressed concrete bases used in tapered steel lighting poles. It provides requirements for acceptability of spun prestressed concrete bases produced in accordance with this specification, materials, bending test procedures, tolerances, and drawings. The requirements also cover inspection with respect to the quality of materials, the process of manufacture, and the finished bases.
SCOPE
1.1 This specification covers spun cast prestressed concrete bases used in lighting structures.  
1.2 Units—The values stated in SI units are to be regarded as standard.

General Information

Status
Historical
Publication Date
31-Oct-2014
ICS
91.100.30 - Concrete and concrete products
93.080.40 - Street lighting and related equipment
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.20 - Architectural and Structural Products
Current Stage
Ref Project

Relations

Replaces
ASTM C1804-14 - Standard Specification for Spun Cast Prestressed Concrete Bases for Tapered Steel Lighting Poles
Effective Date
01-Nov-2014
Referred By
ASTM C1824-16(2021) - Standard Test Method for Full Scale Bending Test of Spun Prestressed Concrete Bases for Tapered Steel Lighting Poles
Effective Date
01-Nov-2014

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
´1
Designation:C1804 −14
Standard Specification for
Spun Cast Prestressed Concrete Bases for Tapered Steel
1
Lighting Poles
This standard is issued under the fixed designation C1804; 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
ε NOTE—Editorial changes were made throughout in April 2015.
1. Scope C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylin-
1.1 This specification covers spun cast prestressed concrete
drical Concrete Specimens
bases used in lighting structures.
C42/C42M Test Method for Obtaining and Testing Drilled
1.2 Units—The values stated in SI units are to be regarded
Cores and Sawed Beams of Concrete
as standard.
C150/C150M Specification for Portland Cement
C172/C172M Practice for Sampling Freshly Mixed Con-
2. Referenced Documents
crete
2
2.1 ASTM Standards:
C260/C260M Specification for Air-Entraining Admixtures
A416/A416M Specification for Steel Strand, Uncoated
for Concrete
Seven-Wire for Prestressed Concrete
C330/C330M Specification for Lightweight Aggregates for
A421/A421M Specification for Uncoated Stress-Relieved
Structural Concrete
Steel Wire for Prestressed Concrete
C494/C494M Specification for Chemical Admixtures for
A496/A496M Specification for Steel Wire, Deformed, for
Concrete
3
Concrete Reinforcement (Withdrawn 2013)
C595/C595M Specification for Blended Hydraulic Cements
A615/A615M SpecificationforDeformedandPlainCarbon-
C618 Specification for Coal Fly Ash and Raw or Calcined
Steel Bars for Concrete Reinforcement
Natural Pozzolan for Use in Concrete
A617/A617M Specification for Axle-Steel Deformed and
C989/C989M Specification for Slag Cement for Use in
Plain Bars for Concrete Reinforcement (Withdrawn
Concrete and Mortars
3
1999)
C1157/C1157M Performance Specification for Hydraulic
A641/A641M Specification for Zinc–Coated (Galvanized)
Cement
Carbon Steel Wire
C1240 Specification for Silica Fume Used in Cementitious
A722/A722M Specification for Uncoated High-Strength
Mixtures
Steel Bars for Prestressing Concrete
F593 Specification for Stainless Steel Bolts, Hex Cap
A1064/A1064M Specification for Carbon-Steel Wire and
Screws, and Studs
Welded Wire Reinforcement, Plain and Deformed, for
2.2 AASHTO Standard:
Concrete
Specification for Structural Supports for Highway Signs,
B86 Specification for Zinc and Zinc-Aluminum (ZA) Alloy
4
Luminaries and Traffic Signals (LTS-6)
Foundry and Die Castings
5
2.3 ACI Standard:
C31/C31M Practice for Making and Curing Concrete Test
ACI 301 Specifications for Structural Concrete
Specimens in the Field
6
2.4 ASCE7 Standard:
Minimum Design Loads for Buildings and Other Structures
1
This test method is under the jurisdiction ofASTM Committee C27 on Precast
Concrete Products and is the direct responsibility of Subcommittee C27.20 on
Architectural and Structural Products.
Current edition approved Nov. 1, 2014. Published November 2014. DOI:
4
10.1520/C1804-14. Available from American Association of State Highway and Transportation
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM http://www.transportation.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
3 6
The last approved version of this historical standard is referenced on Available from American Society of Civil Engineers (ASCE), 1801 Alexander
www.astm.org. Bell Dr., Reston, VA 20191, http://www.asce.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
C1804−14
2.5 PCI Guides: be deleterious to concrete or reinforcing steel, and it shall not
Guide for Design of Prestressed Concrete Poles contain concentration of chloride ions in excess of 500 ppm or
Guide Specification for Prestressed Concrete Poles sulfate ions in excess of 1000 ppm.
5.4 Admixture—Chemical admixtures shall conform to
3. Terminology
Specification C494/C494M. Air-entraining admixtures shall
3.1 Definitions:
conform to Specification C260/C260M. Admixtures shall not
3.1.1 cracking load—a load which creates a bending mo-
cause the chloride ion content of the concrete to exceed 0.06 %
ment of enough magnitude to produce a tensile stress greater
by mass of cementitious materials.
than the sum of induced compression plus the tensile
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
´1
Designation: C1804 − 14 C1804 − 14
Standard Specification for
Spun Cast Prestressed Concrete Bases for Tapered Steel
1
Lighting Poles
This standard is issued under the fixed designation C1804; 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
ε NOTE—Editorial changes were made throughout in April 2015.
1. Scope
1.1 This specification covers spun cast prestressed concrete bases used in lighting structures.
1.2 Units—The values stated in SI units are to be regarded as standard.
2. Referenced Documents
2
2.1 ASTM Standards:
A416/A416M Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete
A421/A421M Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
3
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement (Withdrawn 2013)
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
3
A617/A617M Specification for Axle-Steel Deformed and Plain Bars for Concrete Reinforcement (Withdrawn 1999)
A641/A641M Specification for Zinc–Coated (Galvanized) Carbon Steel Wire
A722/A722M Specification for Uncoated High-Strength Steel Bars for Prestressing Concrete
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
B86 Specification for Zinc and Zinc-Aluminum (ZA) Alloy Foundry and Die Castings
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C42/C42M Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
C143 Test Method for Slump of Hydraulic-Cement Concrete
C150C150/C150M Specification for Portland Cement
C172C172/C172M Practice for Sampling Freshly Mixed Concrete
C192 Practice for Making and Curing Concrete Test Specimens in the Laboratory
C260C260/C260M Specification for Air-Entraining Admixtures for Concrete
C289 Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method)
C330C330/C330M Specification for Lightweight Aggregates for Structural Concrete
C494C494/C494M Specification for Chemical Admixtures for Concrete
C595C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C989C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1064 Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
C1089 Specification for Spun Cast Prestressed Concrete Poles
C1157C1157/C1157M Performance Specification for Hydraulic Cement
C1240 Specification for Silica Fume Used in Cementitious Mixtures
1
This test method 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 Nov. 1, 2014. Published November 2014. DOI: 10.1520/C1804-14.
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.
3
The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
C1804 − 14
F593 Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs
2.2 AASHTO Standard:
4
Specification for Structural Supports for Highway Signs, Luminaries and Traffic Signals (LTS-6)
5
2.3 ACI Standard:
ACI 301 Specifications for Structural Concrete
6
2.4 ASCE7 Standard:
Minimum Design Loads for Buildings and Other Structures
2.5 PCI Guides:
Guide for Design of Prestressed Concrete Poles
Guide Specification for Prestressed Concrete Poles
3. Terminology
3.1 Definitions:
3.1.1 cracking load—a load which creates a bending moment of enough magnitude to produce a tensile stress greater than the
sum of induced compression plus the tensile strength of the concrete resulting in tensile cracks on the tension face of the
...

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