Lakeside V2-LR 960221 Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dalias, Texas 75222
T E C H N O L O G I E S I N C Telephone: (214) $31-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: THE KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36656A
PROJECT: Kroger DATE OF SERVICE: 1/25/96
AUTHORIZAllON:
REPORT DATE: 2/21/96
SERVICES: Test compressive strength specimens prepared by others and picked up at the
project site.
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: N/A
CONCRETE SUPPLIER: N/A DATE OF PLACEMENT: 1/24/96
PLANT: N/A TIME SAMPLED: N/A BY: Contractor
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: N/A CONCRETE: N/A
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: N/A TICKET NO: N/A
SL MP: N/A AIR CONTENT(%): N/A
Ai~ N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 4 x 4 grate inlets
ASTM C- 143
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches) TESTED (days) (in.) ~$q.~n.) (lbs, force) (psi) REMARKS
1 1 NOT 1/31/96 7 6.00 28.27 148240 5240
PROVIDED
1 2 2/21/96 28 6.00 28.27 191560 6770
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSL'~ED TO BE
CORRECT.
Technician: Paul D. Butler
C.E.T.
Report Distribution:
(1) THE KROGER CO MAY/aM, TECH.eSOU. THWESTERN LABS
(1) David Christopher, [nc.
(1) City of Coppe[[
~rthur E~rly II~,-~
1001 LW Our letters and reports are for the exclusive use of tee client to whom they are addressed and shall not be reDroclucecl exce~ in
full without the al=proval of the test ng lal3oratory The use of ourname must receive our written approval. Our letters and reoorts
apply only to tl~e sample tested ano/or inspecte~l, ano are not innicative of the quantities of apparently ~clentical or similar Droducts.