Lakeside V2-LR 960311 (2) Maxim Tech.· Southwestern Labs
2575 Lone Star Dr. · P.O, Box 224227
Dallas, Texas 75222
T i C H N O L O G I E $ I N C Telephone: (214) 631-2700
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.: 38210
PROJECT: Kroger #448 DATE OF SERVICE: 2/28/96
AUTHORIZATION:
Coppell Tx. REPORT DATE: 3/11/96
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: 2/27/96
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
SLUMP: N/A AIR CONTENT(%): N/A
AIR: N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Spread footings, dock area
ASTM C- 143
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 8 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. I]nches) TESTED (days) (in.) (sa.in.} (lbs. force) (psi) REMARKS
1 1 NOT 3/05/96 7 6. O0 28.27 109260 3860
PROVIDED
1 2 3/26/96 28
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: Steven Holt
Technician
Report Distribution:
(1) THE KROGER CO MAXIM TECH.~SOUTHWESTERN LABS
(1) David Christopher, Inc. ~ ~
(1) City of Coppe[[
Arthur E I, CET
1001 LW ~lr.!e~e_r.s~ a.~n_d [e_po~s_.are..fgr t. he~.excl.us, lve u. se of_the client.to whom they .are ad. dressed a[~.d shall not be reproduced except In
~u~_~,~),l_u. ut.t,e. Lapprov~. O.T m.e 3esa.n.g ~oora~ory.. in.e use oT pu..rname m.us~ receive put wm~en approval. Our fetters and rel~orts
pp y only To me sample les[e= ana/or ~nspecte(3, eno are not Tentative o~ the quantltms of apparently identical or similar products.