The URL can be used to link to this page

121 BP Phase 1-LR 991108 (2) GEOTECHN~CAL.-'~.3 . ~ I=~ I'-I I I ~ ENV'-~ONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 117 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 11-08-99 ATTN: Mr. JohnWalsh TECHNICIAN: H. Johnson CONTRACTOR: Westcliffe, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 15'S. 70'E of SE Corner of Bldg. #5 20/350 2 Pawng: 95'N. 80'E of SE Corner of Bldg. #5 110/350 ~ 3 Paving: 90'S. 80'E of NE Corner of Bldg. #5 210/350 i 4 Paving: 25'S. 90'E of NE Corner of Bldg. #5 310/350 Design Information i Source of Concrete I Mix Identification I Specified Strength p.s.i. , Lattimore 42 4000 Test Results Set ICylinderI Age@ TotalLoadI Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s,i, p.s.i. 1 9755 11-15-99 7 121440 4300 9755 11-15-99 7 127770 4520 4410 9755 12-06-99 28 9755 12-06-99 28 2 9756 11-15-99 7 104840 3710 9756 11-15-99 7 104810 3710 3710 9756 12-06-99 28 9756 12-06-99 28 3 9757 11-15-99 7 124190 4390 9757 11-15-99 7 127090 4500 4450 9757 12-06-99 28 9757 12-06-99 28 4 9758 11-15-99 7 107390 3800 9758 11-15-99 7 104350 3690 3750 9758 12-06-99 28 9758 12-06-99 28 24~4 STUTZ DR SUITE 433 · DALLAS TX 75235 · TEL i214} 35.~ EC-'CC · F~'X ~£-4~ 357 CC''~