Lakeside V2-LR 960527 Maxim T®ch.. Southwestern Labs
2575 Lone St.r Dr. · P.O. Box 224227
Dallas, Texa~ 75222
T E C H N O L O G I E S I N C T.~,pho..: (214) 63~-2700
FAX: (214) 920-1881
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CUENT: TH;. KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 40667
PROJECT: Kroger #448 DATE OF SERVICE: 4/29/96
Coppell, TX AUTHORIZATION: John
REPORT DATE: 5/27/96
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
PROJECT DATA
CONYRACTOR: David Christopher, Inc. CLASS OF CONCRETE: }(ix Number 8273
CONCRETE SUPPUER: TXI DATE OF P~ACEME~T: 4/29/96
PLANT: 41 TIME SAMPLED: 10: 00AH BY: Anthony Lively
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 60 CONCRETE: 72
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 466 TICKET NO: 579215
SLUMP:. 4.5" AIR CONTENT(%): 4.75
AIR: N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Pour ~/7 paving; in front of loading dock
ASTM C- 143
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYUNDERS
CYUNDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. finches) TESTED (days} fin.) (sa.in.) {lbs. force1 (os{3 REMARKS
1 1 5.00 5/06/96 7 6.00 28.27 99340 3510
1 2 5.00 5/27/96 28 6.00 28.27 133120 4710
1 3 5.00 5/27/96 28 6.00 28.27 137790 4870
1 4 HOI. I) HOIJ)
Technician: AnChogy Lively Started: 06:30AM Stopped: ll:30AM
Technician
Report Of Tests Continued On Page 2
1001 LW ~ I .etCher% ..apd relmorts .are. ~ .~e .excl.~. ~ .use of_the client .to w~om they .are ad. dressed .ag.d shall not .be reproduced excem In
_n~_L.vn~__q~.m~.~aa~ov~. oy me .tesa.n,g~oocmory.. In9 use OT..ouuta. m.e mg.s~, receive, our w!r~en a40~..ro.v~A ~ letters ami reports
a4~P~/ ore/ To me sample Teste~ ancot insl)ecte~, arum are not in~ca~Jve oYme quarmaes m aLoparen~y ~ermcat or similar products.
~ KROG]~ CO REPORT NO. 40667
PRO, EOT N0. 0903506037 PAGE 2
DATE OF SEi~qGE: /,/29/96 ~ NO. 2
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Cgant tnued)
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: Mix Number 8273
CONCRETE SUPPLIER: TZI DATE OF PLACEMENT: 4/29/96
PLANT: 41 ~ME SAMPLED: 10: 40AM BY: Anthony Lively
S~ECFICA~ON REGU~EMENTS TEMPERATURE ('~ - NR: 78 CONCRETE: 60
STRENGTH: 4000pst @ 28 DAYS TRUCK NO: 387 ~OKET NO: 579272
SLUMP. 4.5' NR CON, ENTire): 5.0
NR: N/A LOCA~ON OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Pour ~7 north end of loading dock
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. (1riches! TESTED (days) (in.] (sa.ln.I (lbs. force) ~$1~ REMARKS
2 1 5.25 5/06/96 7 6. O0 28.27 99980 3540
2 2 5.25 5/27/96 28 6. O0 28.27 134100 4740
2 3 5.25 5/27/96 28 6. O0 28.27 135020 4770
2 4 HOLD HOLD
Technician: Antho.ny Lively Started: 06:30AM Stopped: 11: 30AM
Technic ian
Report Distribution: MAXIM TECH.,~OUTHWESTERN LABS
(1) David ~riatopher, Inc.
(1) City of CoppeLL - Eng. Dept.
(1) City of CoppeLL - BLdg. Imp. Arthur C~1'
Project Manager
1001 LW Our letters and reports are for l~e exclusive use of_me c#ent .to w~om bhey .are addressed ~ shall not .be reprpduced ex. cept In.
rue w~out the 8G~'o'ml of ~ testlflq le~or~tory.. [r~. u~e ~ 9 ..m*pa.m.e m~.~ recew~...gur .wrmen ~o.~..o.v~....c.,u~. Istte~..ena re~.or-~.
aOOly cx~y to lhe sample tested mM/Or In~pectea. silo ore flo~ tnamauve or me quammes aT aDl~reflay mermcat or ~tmomr proauc~s.