Lab 6 - Miner Testing Laboratories Missouri S&T...

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Miner Testing Laboratories Butler-Carlton Hall Rolla, MO 65401 April 8, 2008 Possum Grape Sand and Gravel, Inc. Attn: Sandy Stone Highway 101, Box 000 Possum Grape, AR 72143 RE: Possum Grape City Pound Dog Run Dear Mr. Stone, Enclosed are the results of the tests performed on the aggregate samples that you sent to Miner Testing Laboratories on April 5, 2008. Below is a table of the fresh concrete properties, based on the designed water-to-cement ratio. Test Results Base on Mix Design w/c Slump (in) Air (%) Unit Weight (lb/cu ft) Temperature (deg F) Actual Yield (cu ft) Relative Yield (cu ft) .45 5.75 1.95 145.7 71.2 2.28 1.14 .55 5.13 1.95 140.0 67.8 2.03 1.01 .65 4.33 2.5 145.5 68.3 1.94 .97 If we can be of further service, please call us at 1-800-277-4258 (1-800-ASPHALT). We look forward to hearing from you again. Sincerely, Miner Testing Laboratories
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CONSTRUCTION MATERIALS CE 216 Section A Laboratory Exercise #6 Temperature of Fresh Concrete Slump of Fresh Concrete Unit Weight of Fresh Concrete Air Content of Fresh Content by Pressure Method Air Content of Fresh Concrete by Volumetric Method Casting Concrete Cylinders and Beams of Strength Tests Back Weights for Fresh Concrete Squad #1 By: April 21, 2008
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INTRODUCTION This report is in response to the request to verify that concrete manufactured at Possum Grape Sand and Gravel, Inc. of Possum Grape, Arkansas, meets the appropriate ASTM, and MoDOT specifications. All materials were provided by personnel from the Possum Grape operation and mixed by personnel from Miner Testing Laboratories. The tests performed on the fresh Portland Cement Concrete were temperature, slump,
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This note was uploaded on 10/29/2009 for the course CE 216 taught by Professor Richardson during the Spring '08 term at Missouri S&T.

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Lab 6 - Miner Testing Laboratories Missouri S&T...

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