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2016-02-19_PERMIT FILE - M2016010 (3)
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2016-02-19_PERMIT FILE - M2016010 (3)
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Last modified
8/24/2016 6:19:22 PM
Creation date
3/21/2016 4:19:31 PM
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Template:
DRMS Permit Index
Permit No
M2016010
IBM Index Class Name
Permit File
Doc Date
2/19/2016
Doc Name
Application 2 of 4
From
Transit Mix Concrete Company
To
DRMS
Email Name
TC1
WHE
Media Type
D
Archive
No
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Rock <br />, and Physical Propetties - <br />14 <br />Hcoo3 <br />Sinn/IGl051 Bl_ IM05.15, and HCOD7� 5 <br />Page <br />controlled 200,000 -pound capacity load frame. Details concerning the test procedure <br />and methodology are presented in the following sections. <br />III. Laboratory Testing of Specimens <br />3.1 Samole Preparation <br />Upon completion of the initial phases of photographing, measuring, and marking <br />the core, the specimens were labeled, pulled from the boxes, wrapped in dud tape, and <br />placed in plastic bags. The uniaxial specimens were trimmed with a diamond cut-off <br />saw. The uniaxial specimens were cut with a length to diameter (UD) ratio of between <br />2.04 and 2.44. <br />This specimen geometry satisfies ASTM (ASTM D 4543-04) specifications. The <br />uniaxial specimens were placed in a V -block that is magnetically attached to the bed of <br />a surface grinder. The specimen ends were ground flat to within 0.001 inch in steps of <br />0.005 inch, 0.003 inch, 0.001 inch. ASTM (ASTM D 4543-04) recommends that the <br />specimens be flat within 0.001 inch and that the specimens be perpendicular to within <br />025° or 1 part in 230 or 0.0043. If the specimen falls within the flatness specification of <br />0.001 inch, then the perpendicularity requirement is satisfied by default since: <br />0.001 in. = 0.00025 <br />4.000 in. <br />The value of 4.000 inches was selected since the specimens have lengths greater than <br />4.000 inches. <br />3.2 Testing Procedures <br />The uniaxial compressive strength specimens were tested using a SATEC, <br />closed loop, hydraulically driven testing frame. The frame has a 200,000 -pound <br />capacity and is externally controlled by a computer that is also used for data acquisition. <br />The tests were run M load control where a prescribed loading rate is entered into the <br />computer and the SATEC machine loads the specimen at a constant rate through <br />ultimate failure. A pressure transducer that is incorporated into the hydraulic cylinder of <br />the testing frame measures specimen load. All test data are backed up daily to an <br />external hard drive for permanent data storage. The specimen load, cumulative test <br />time, and the position of the lower platen were automatically recorded on the computer's <br />hard drive. <br />
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