Lakeside V2-LR 960131 (4) ~laxim Tech.* Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T E C H N O L O G I E S I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT 'OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: THE KROGER CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROOECT NO.: 0903506037
REPORT NO.: 36219
PROJECT: Kroger DATE OF SERVICE: 1/16/96
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: 1/15/96
PLANT: N/A TIME SAMPLED: N/A BY: Conf:ractor
SPECIFICATION REQUIREMENTS TEMPERATURE ('F)- AIR: N/A CONCRETE: N/A
STRENGTH: Not Provided 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 5 X 5 Junction box northwest corner
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.) (sa.in,) (lbs. force) (13si) REMARKS
1 1 NOT 1/22/96 7 6.00 28.27 133960 4740
PROVIDED
1 2 1/22/96 7 6.00 28.27 132400 4680
1 3 2/12/96 28
1 4 2/12/96 28
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: James Gray
CME Technician
Report Distribution:
(1) THE I~ROGER CO MAXIM TECH.e~OUTHWESTERN LABS
(1) City of Coppe[[
Eth CET
1001 LW ~11 .!~ett~e..r.s. ~a~l_ re_p_o__rt.s._,ar_e. ~r ~e..excl.u_s~l~e ~use of~the client.to whom ~ .are ad. dressed .agd shall not be reproduced except In
.__l~"~,~.u.~.u,%a_p_p_ro__v~. qL~ejes%n.g m. oora~9~, in.e use o.T pur. na.m.e m.us3 recen~_.pur wt. men approval. Our letters and reports
qala ~' u, y tu me ~ample les[ecl an~/or illspecTeo, and ~e not inolCatlve o/xrle quantities o! appareritly Identical or similar products.