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REV10233
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REV10233
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Entry Properties
Last modified
8/25/2016 1:12:58 AM
Creation date
11/21/2007 10:10:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Revision
Doc Date
2/12/2004
Doc Name
Barge System 2004 Construction Technical Construction Specifications
From
Climax Molybdenum Company
To
DMG
Type & Sequence
TR14
Media Type
D
Archive
No
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SPECIFICATION E <br />PRECAST CONCRETE STRUCTURES <br />1 <br />2 <br />SCOPE <br />The work to be performed in accordance with this specification consists of <br />furnishing all materials, equipment, and supplies, and providing all labor and <br />supervision in connection with the placement of precast concrete sections of <br />structures, manholes, vaults, and covers as shown on the Drawings. <br />APPLICABLE SPECIFICATIONS <br />The latest issue or revision of the following Standards and Specifications shall <br />apply to the fabrication of the precast concrete structures. Where more than one <br />code or standard applies to portions of the fabrication, or where local codes or <br />standards have been adopted, the more stringent standard shall govern. All of the <br />standards and specifications of Specification B -Concrete shall govern as they <br />apply to the casting and fabrication of precast assemblies. In addition, the <br />following standards also shall apply. <br />2.1 ASTM STANDARDS <br />ASTM C 150- <br />ASTMC318- <br />ASTM C 857 - <br />ASTM C 858- <br />ASTM C 822 - <br />3 GENERAL <br />Standard Specification for Portland Cement <br />Specification for Design of Concrete using Ultimate <br />Strength Methods. <br />Recommended Practice for Minimum Structural <br />Design Loading for Underground Precast Concrete <br />Utility Structures. <br />Specification for Underground Precast Concrete <br />Utility Structures. <br />Standard Definitions of Terms Relating to Concrete <br />Pipe and Related Products <br />3.1 The Drawings generally show which concrete assemblies are to be precast <br />construction. These assemblies can be either precast construction or cast- <br />in-place construction. The selection of method is at Contractor's option. If <br />cast-in-place construction is chosen, the provisions of Specification B - <br />Concrete, shall apply and the structure must be designed to an equivalent <br />strength as the specified precast structure. If precast construction is the <br />selected method, the provisions of Specification B -Concrete, as well as <br />this Specification E for precast construction apply. <br />SPEC. E -PRECAST CONCRETE <br />PAGE 1 <br />
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