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ASTM C361-05

(Specification)

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

SCOPE
1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft.
1.2 A complete metric companion to Specification C 361 has been developed—C 361M; therefore, no metric equivalents are presented in this specification.
Note 1*#8212;Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.

General Information

Status
Historical
Publication Date
30-Jun-2005
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.04 - Low Head Pressure Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C361-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
Effective Date
01-Jul-2005
Replaced By
ASTM C361-05e1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
Effective Date
01-Jul-2005
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
01-Jul-2005
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
01-Jul-2005

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ASTM C361-05 - Standard Specification for Reinforced Concrete Low-Head Pressure PipeASTM C361-05 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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ASTM C361-05 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 361 – 05
Standard Specification for
1
Reinforced Concrete Low-Head Pressure Pipe
This standard is issued under the fixed designation C361; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber 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 A575 SpecificationforSteelBars,Carbon,MerchantQual-
ity, M-Grades
1.1 This specification covers reinforced concrete pipe in-
A576 Specification for Steel Bars, Carbon, Hot-Wrought,
tended to be used for the construction of pressure pipelines
Special Quality
with low internal hydrostatic heads generally not exceeding
A611 Specification for Structural Steel, Sheet, Carbon,
125 ft.
3
Cold-Rolled
1.2 A complete metric companion to Specification C361
A615/A615M Specification for Deformed and Plain
hasbeendeveloped—C361M;therefore,nometricequivalents
Carbon-Steel Bars for Concrete Reinforcement
are presented in this specification.
A675/A675M Specification for Steel Bars, Carbon, Hot-
NOTE 1—Field tests on completed portions of the pipeline are not
Wrought, Special Quality, Mechanical Properties
coveredbythisspecificationforthemanufactureofthepipebutshouldbe
C31/C31M Practice for Making and Curing Concrete Test
included in specifications for pipe laying.
Specimens in the Field
C33 Specification for Concrete Aggregates
2. Referenced Documents
2 C39/C39M Test Method for Compressive Strength of Cy-
2.1 ASTM Standards:
lindrical Concrete Specimens
A27/A27M Specification for Steel Castings, Carbon, for
C150 Specification for Portland Cement
General Application
C260 SpecificationforAir-EntrainingAdmixturesforCon-
A36/A36M Specification for Carbon Structural Steel
crete
A82/A82M Specification for Steel Wire, Plain, for Con-
C309 Specification for Liquid Membrane-Forming Com-
crete Reinforcement
pounds for Curing Concrete
A185/A185M Specification for Steel Welded Wire Rein-
C497 Test Methods for Concrete Pipe, Manhole Sections,
forcement, Plain, for Concrete
or Tile
A283/A283M Specification for Low and Intermediate
C595 Specification for Blended Hydraulic Cements
Tensile Strength Carbon Steel Plates
C618 Specification for Fly Ash and Raw or Calcined
A496/A496M Specification for Steel Wire, Deformed, for
Natural Pozzolan for Use in Concrete
Concrete Reinforcement
C822 Terminology Relating to Concrete Pipe and Related
A497/A 497M Specification for Steel Welded Wire Rein-
Products
forcement, Deformed, for Concrete
D395 Test Methods for Rubber Property—Compression
A570/A570M Specification for Steel, Sheet and Strip,
Set
3
Carbon, Hot-Rolled
D412 Test Methods for Vulcanized Rubber and Thermo-
plastic Elastomers—Tension
1
This specification is under the jurisdiction of ASTM Committee C13 on D471 Test Method for Rubber Property—Effect of Liquids
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
D573 Test Method for Rubber—Deterioration in an Air
Pressure Pipe.
Oven
Current edition approved July 1, 2005. Published August 2005. Originally
e1
approved in 1955. Last previous edition approved in 2003 as C361–03a .
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
Withdrawn.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C361–05
D698 Test Method for Laboratory Compaction Character- 6.2.1 Cement:
3
istics of Soil Using Standard Effort (12400 ft-lbf/ft (600 6.2.1.1 Portland Cement—Portland cement shall conform
3
kN-m/m ))
to the requirements of Specification C150.
D1149 Test Method for Rubber Deterioration—Surface
6.2.1.2 Blended Cement—Blended cement shall conform to
Ozone Cracking in a Chamber
the requirements of Specification C595 for Type IS portland
D 2240 Test Method for Rubber Property—Durometer
blastfurnaceslagcementorTypeIPportlandpozzolancement,
Hardness
except that the pozzolan constituent in the Type IP portland
D4253 Test Method for Maximum Index Density and Unit
pozzolan cement shall not exceed 20% by weight.
Weight of Soils Using a Vibratory Table
6.2.2 Fly Ash or Pozzolan—Fly ash or pozzolan shall
D4254 Test Method for Minimum Index Density and Unit
conform to the requirements of Specification C618.
Weight of Soils and Calculation of Relative Density
6.2.3 Allowable Cementitious Materials—The combination
2.2 Other Standards:
of cementitious materials used in the concrete shall be one of
ACI Code 318 Standard Buildi
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
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7.5  
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7.6  
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