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ASTM

ASTM C1037-85(2002)

(Practice)

Standard Practice for Inspection of Underground Precast Concrete Utility Structures

Standard Practice for Inspection of Underground Precast Concrete Utility Structures

SCOPE
1.1 This practice covers the inspection of underground precast concrete utility structures designed and manufactured in accordance with Practice C857 and Specification C858.  
1.2  This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of whoever uses this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
25-Apr-1985
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.10 - Utility Structures
Current Stage
Ref Project

Relations

Replaces
ASTM C1037-85(1994) - Standard Practice for Inspection of Underground Precast Concrete Utility Structures
Effective Date
26-Apr-1985
Replaced By
ASTM C1037-08 - Standard Practice for Inspection of Underground Precast Concrete Utility Structures
Effective Date
01-Jul-2008

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ASTM C1037-85(2002) - Standard Practice for Inspection of Underground Precast Concrete Utility StructuresASTM C1037-85(2002) - Standard Practice for Inspection of Underground Precast Concrete Utility Structures
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ASTM C1037-85(2002) - Standard Practice for Inspection of Underground Precast Concrete Utility Structures
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C1037 – 85(Reapproved2002)
Standard Practice for
Inspection of Underground Precast Concrete Utility
Structures
This standard is issued under the fixed designation C 1037; 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.
1. Scope 4.3 The manufacturer shall notify the inspector of any
changes in material, method of fabrication, or quality control
1.1 This practice covers the inspection of underground
procedure.
precast concrete utility structures designed and manufactured
4.4 The manufacturer shall designate an individual as liai-
in accordance with Practice C 857 and Specification C 858.
sontotheinspector.Hewillsigntheinspectionactivityreports,
1.2 This standard does not purport to address all of the
and when necessary, will be available to the inspector to
safety concerns, if any, associated with its use. It is the
discuss matters pertaining to inspection, fabrication, and qual-
responsibility of the user of this standard to establish appro-
ity control.
priate safety and health practices and determine the applica-
4.5 The manufacturer shall prepare sufficient concrete test
bility of regulatory limitations prior to use.
cylinders to meet the purchaser’s requirements for compressive
2. Referenced Documents
strength. Test cylinders shall be prepared in accordance with
Practice C 31 and tested in accordance with Test Method C 39.
2.1 ASTM Standards:
Results shall be entered in an inspection activity report.
C 31 Practice for Making and Curing Concrete Test Speci-
4.6 Themanufacturer,uponrequest,shallassemble(without
mens in the Field
grout) selected concrete component sections to form a com-
C 39 Test Method for Compressive Strength of Cylindrical
plete structure assembly to determine that fit-up requirements
Concrete Specimens
are as specified.
C 857 Practice for Minimum Structural Design Loading for
4.7 The manufacturer shall provide marking according to
Underground Precast Concrete Utility Structures
purchaser requirements or according to Specification C 858.
C 858 Specification for Underground Precast Concrete Util-
ity Structures
5. Inspector’s Responsibility
3. Terminology 5.1 The inspector shall familiarize himself with the manu-
facturer’s quality control program.
3.1 Description of Term Specific to This Standard:
5.2 The inspector shall determine that the fabrication of the
3.2 inspector—as used in this practice, an individual as-
precast units complies with drawings approved by the pur-
signed by the manufacturer or by the purchaser to perform an
chaser, including hardware and general requirements.
inspection.
5.3 The inspector shall immediately report to the purchaser
4. Manufacturer’s Responsibility
and manufacturer any component parts, complete structures,
etc., not in compliance.
4.1 The manufacturer shall develop and use an effective
5.4 The inspector shall clearly indicate on the inspection
quality control program that shall include material controls,
activity report any fabrication problems encountered and
tests, and inspections as agreed upon between manufacturer
solutions utilized.
and purchaser throughout the fabrication process.
4.2 The manufacturer’s inspection records and associated
6. Inspection Procedure
test data shall be made available to the inspector.
6.1 The inspector shall inspect forms, materials, and fabri-
cated parts used in the product.
This practice is under the jurisdiction of ASTM Committee C27 on Precast
6.2 During each inspection, the inspector shall examine
Concrete Products and is the direct responsibility of Subcommittee C27.10 on
complete units for all specified features that can be determined
Utility Structures.
by visual observation.
Current edition approved April 26, 1985. Published July 1985.
Annual Book of ASTM Standards, Vol 04.02.
Annual Book of ASTM Standards, Vol 04.05.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C1037
6.3 The first section of each type of precast structure from 7.4 Concrete Inspection:
any set of forms shall be assembled by the manufacturer 7.4.1 Concrete shall be placed to prevent segregation, voids
without grout and the inspector shall check that fit-up require- or honeycombed areas. Placing of concrete shall be observed to
ments are
...

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