Lakeside V2-LR 960213 (2) Maxim Tech.* Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
T E C H N O L O G I E S I N C FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: THE KROGER CO
A~tn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36344
PROJECT: Kroger DATE OF SERVICE: 1/17/96
AUTHORIZATION:
REPORT DATE: 2/13/96
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: 1/16/96
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 Inlet @ alley easment on R.C.P. , 125' east
ASTM C-143 of Sra. 0+00 at Plastic Pipe connect.
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 1/23/96 7 6.00 28.27 127300 4500
PROVIDED
1 2 2/13/96 28 6.00 28.27 154930 5480
ADDITIONAL COMMENTS:
ALL INFORMATION OTHER THAN TEST RESULTS IS FURNISHED AND ASSUMED TO BE
CORRECT.
Technician: Paul D. Butler
C.E.T.
Report Distribution: MAXIM TECH.,SOUTHWESTERN LABS
(1) THE KROGER CO
(1) David Christopher, Znc. ( '%
(1) City of Coppe[[
y III, CET
:C01 LVV Our letters and reports are for the exclusive use of the cller~ to whom they are addressed and $haJl not be reproduced except in
full 'without the approval of the testing lahorato~. The use of purna.m.e must receive, gut w~rtten appro~l..Our le~te[s.and reqorts
apgly only to the saml3te tested and/or ~nspecte~l. mn¢l are not Ln~cat,ve of the quantities of ap~3aredtly Ldentlcal or s~mtlar proauc~s.