Lakeside V2-LR 960222~ Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
1' E ¢ H N O I. O G I E $ I N ¢ Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: THE Y~OGF_2, CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36691A
PROJECT: Kroger DATE OF SERVICE: 1/26/96
AUTHORIZATION:
REPORT DATE: 2/22/96
SERVICES: Test compressive strength specimens prepared by others and picked up at the
project site.
PROJECT DATA
CONTRACTOR: Dav£d Christopher, Thc. CLASS OF CONCRETE: N/A
CONCRETE SUPPLIER: N/A DATE OF PLACEMENT: 1/25/96
PLANT: N/A TIME SAMPLED: N/A BY: Contractor
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: N/A CONCRETE: N/A
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: N/A TICKET NO: NA
SLUMP: N/A AIR CONTENT(%): N/A
AIR: N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Piers for brick fence north s£de of property
ASTM C-143 line
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 7 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches} TESTED (days) (in.} ~s(~.in.) ~lbs. force} ~13si} REMARKS
1 1 NOT 2/01/96 7 6.00 28.27 94020 3320
PROVIDED
1 2 2/01/96 7 6.00 28.27 84920 3000
1 3 2/22/96 28 6.00 28.27 129360 4570
1 4 2/22/96 28 6.00 28.27 136140 4810
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: Paul D. Butler
C.E.T.
Report Distribution:
(1) ?I~E KROGER CO MAXIM TECH.eSOUTHWESTERN LABS
(1) David Christopher, Inc.
(1) City of Coppe[[
III, CET
1001 LW ~O~.,r letters apd reports .are for the pxcl.usive use of the c~ient to whom they are addressed and shall not be reproduced except In
fu. without the ag3provaJ of the testlnCj laboratory. The use of ourname must receive our written approval. Our letters and reports
apply only to the sample tested and/Or inspecte~J, and are not inclicative of the Quantities of apparently ,(~entical cr similar products.