Loading...
PA0101-LR010817 PR o1-0t CONCRETE COMPRESSIVE STRENGTH TEST 8901 Carpenter Frwy., Suite #100 Report Number: 94011093.0025 ~ Dallas, Texas 75247 Service Date: July 19, 2001 ~ ~ (214)630-1010 of Coppell - Parks & Recreation Report D~31~ August 17, 2001 -- Client: City Attn' Brad Reid _ _ Proj~E Andrew Brown Park East~ 732'DeForest /' t ~,~ ~ _J~l ( Moore Road Coppell TX 75019 ~'~l, 1~ ~J~' ~. Coppell, Texas ~ Specified Strength: 3000 psi (~ 28 Days t~ "~ Tec~l~iciain: : B:~rry Cubic Date Cast:July 19, 2001 Batch Time: 8:00am Plant: 41 Weather Conditions: Sunny, mild Supplier: TXI Accumulative Yards: 30 Truck No: 451 Ticket No: 2941589 Placement Method: Pump Mix I.D. No.: 8272 Sample Locations: 10' N of lightpole Placement Location: Paving: NW of field, sidewalk: E of field Field Test Data Test Result Specification Test Method Slump, inches: 6.00 3-5 ASTM C-143 Air Content, %: 5.2 3-6 ASTM C-231 Concrete Temperature, o F: 91 ASTM C1064 Ambient Temperature, 0 F: 81 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 1 6.00 28.27 07/26/2001 7 101,500 3,590 I 2 6.00 28.27 07/26/2001 7 109,590 3,880 Average 3,740 I 3 6.00 28.27 08/16/2001 I 28 128,100 4,530" 1 4 6.00 28.27 08/16/2001 ~ 28 131,870 4,660 ! Average 4,600 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. ASTM C-31, C-39, C-172, C-1231 Technician: Barry Cubic Report Distribution: ~_~~Hng, Inc. (1) city of Coppell - Parks & Recreation (1) TLB Construction Reviewed by: (1) city of Coppeli - constr. Insp. ~ ~'ric J. Cleveland, P.E. Senior Project Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclus'wely for the use of the client indicated above and shall no{ be reproduced except in full without the written approval of Terrecon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page I of 1