Lakeside V2-LR 960212 Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T E C H N O I. O G I t $ I N C Telephone: (214) 631-2700
FAX; (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CMENT: THE KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36219
PROJECT: Kroger DATE OF SERVICE: 1/16/96
AUTHORIZATION:
REPORT DATE: 2/12/96
SERVICES: Test compressive strength specimens prepared by others and picked up at the
project site.
PROJECT DATA
CONTRACTOR: David Christopher, Inc, CLASS OF CONCRETE: i~/A
CONCRETE SUPPLIER: N/A DATE OF PLACEMENT: 1/15/96
PLANT: N/A TIME SAMPLED: N/A BY: Contractor
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) (psi) 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 6.00 28.27 179800 6360
1 4 2/12/96 28 6.00 28.27 182780 6460
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: James Gray
CME Technician
Report Distribution:
(1) THE KROGER CO MAXIM TECH.,~OUTHWESTERN LABS
(1) David Christopher, Inc.
(1) City of CoppeLt :
Arthur Etherly III, CRT
1CC1 LW Our letters and reports are for the exc us ve use of the cent to whom they are addressed and shall not be reproduced except In
fuil wrthout the approval of ,'he test nq aboratory The use o.f ourname must receive our .written apl3roval. Our letters and reports
apply only to the sample tested and/Or ~nsDecte~l, and are not in(~icatlve of the quantities o~ apparently identical or similar products,