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2017-10-19_REVISION - M2000041
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2017-10-19_REVISION - M2000041
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Entry Properties
Last modified
6/16/2021 6:21:07 PM
Creation date
10/20/2017 10:03:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000041
IBM Index Class Name
REVISION
Doc Date
10/19/2017
Doc Name Note
Requested Docs
Doc Name
Adequacy Review
From
Fremont Paving
To
DRMS
Type & Sequence
TR4
Email Name
ERR
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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DIVISION 3 - CONCRETE <br /> SECTION 03310-STRUCTURAL CONCRETE <br /> PARTI -GENERAL <br /> 1.01 WORK INCLUDED <br /> The Contractor shall furnish all labor,tools,and equipment for the construction of plain and reinforced <br /> concrete as shown on the Contract Drawings and herein specified. The Contractor shall strictly adhere to <br /> ACI 301. <br /> 1.02 RELATED WORK <br /> A. Section 03210-Reinforcing Steel <br /> B. Section 03250-Concrete Accessories <br /> 1.03 SUBMITTALS <br /> See Section 01345. <br /> Submit product data for admixtures,evaporative retardant films,curing compounds,form release agents, <br /> ready mix concrete designs,form ties,bonding agents,grouts,and coatings. <br /> PART 2-PRODUCTS <br /> 2.01 CEMENT <br /> Cement shall be air-entrained Portland Cement in accordance with ASTM C-150,Type II,and ASTM <br /> C260. <br /> 2.02 AGGREGATE <br /> A. Fine Aggregate <br /> Fine aggregate shall consist of hard,strong,durable particles conforming to the provisions of the <br /> Standard Specifications for Concrete Aggregates,ASTM Designation C33. <br /> B. Coarse Aggregate <br /> Coarse aggregate shall consist of hard,strong,durable particles conforming to the provisions of <br /> Standard Specifications for Concrete Aggregates,ASTM Designation C33. <br /> 2.03 WATER <br /> Water shall be clean and free of injurious amounts of oils,acids,alkalis,salts,organic materials,or other <br /> substances that may be deleterious to concrete or steel. Mixing water for prestressed concrete or for <br /> concrete which will contain aluminum embedment,including that portion of the mixing water contributed <br /> in the form of free moisture on the aggregates,shall not contain deleterious amounts of chloride ion. <br /> Unless otherwise permitted or specified,the concrete shall be proportioned and produced to have a slump <br /> of 4"or less if consolidation is by vibration. The slump shall be determined by the"Test for Slump or <br /> Portland Cement"ASTM C143. <br /> 9/17 Section 03310-Page 1 of 8 <br />
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