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2017-02-21_REVISION - M1988112
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2017-02-21_REVISION - M1988112
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Last modified
2/22/2017 8:15:08 AM
Creation date
2/21/2017 4:24:46 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
2/21/2017
Doc Name
Request for Technical Revision
From
Battle Mountains Resources, Inc.
To
DRMS
Type & Sequence
TR34
Email Name
WHE
Media Type
D
Archive
No
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1.3 SUBMITTALS <br />A. Shop Drawings. <br />1. Prepare in accordance with CRSI Manual of Standard Practice and ACI SP Detailing <br />Manual. <br />a. Bending lists. <br />b. Placing drawings. <br />2. Mechanical threaded connections. <br />B. Certificates. <br />1. Mill test certificates identifying chemical and physical analysis of each load of <br />reinforcing steel delivered to site and indicating ASTM type and grade, actual yield <br />strength, specified yield strength, actual tensile yield strength, and actual ultimate <br />tensile strength. <br />C. Manufacturer's Literature. <br />1. Manufacturer's specifications and installation instructions for splice devices. <br />1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING <br />A. Deliver to site in bundles marked with tags indicating bar size and length. <br />B. Carefully handle and store on supports that will keep the steel from coming in contact with <br />the ground and or vegetation. <br />PART 2 — PRODUCTS <br />2.1 REINFORCEMENT BARS <br />A. Steel Reinforcing Bars. <br />1. Includes straight bars, stirrups, ties, and spirals. <br />2. Bend test. <br />a. Number 3 through 11 bars. <br />1) Meet one hundred eighty degrees (180) bend at sixty degrees Fahrenheit (60° <br />F.) minimum temperature without cracking when bent around pin diameter <br />indicated. <br />a) Numbers 3, 4, and 5 bars around pin diameter equal to four (4) times <br />nominal bar diameter. <br />b) Numbers 6 through 11 bars around pin diameter equal to five (5) times <br />nominal bar diameter. <br />Concrete Reinforcement February 2017 03200-2 <br />
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