Lakeside V2-LR 960131 (2) Maxim Tech.· Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephore: (214) 631-2700
T E (: H N O £ O G I ~= $ ! N ¢ FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH '
CLIENT: THE Y,_ROCER CO
AtCn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36656A
PROJECT: Kroger DATE OF SERVICE: 1/25/96
AUTHORIZATION:
REPORT DATE: 1/31/96
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
STUMP: N/A AiR CONTENT(%): N/A
AIR: N/A LOCA~ON 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.) (SCl.in.) (lbs. force) (Ds~ REMARKS
! I NOT 1/31/96 7 6. O0 28.27 148240 5240
PROVIDED
1 2 2/21/96 28
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: Paul D. Butler
C.E.T..
Report Distribution: M .~.T, ECH ,S~WESTERN LABS
(1) THE KROGER CO ·
(1) David Christopher, Inc.
(1) city of CoppeLL
Arthur Echerly I1-T~'--~-~
1001 Lw Our letters and reports are for the exclusive use of the client to whom they are a.ddressed
full without the approve, of the_testln(:] I~.boratory: Th.e use of ourna.m.e m~s..t recelv~....our wt. ~en apron...1~, letters aha
apply only to the sample tastee and/Or mspecte=, ann are not Indlca~ve o~=ne quantmes