Lakeside V2-LR 960325 Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
? E C H N O I. O (~ I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CMENT: THE KROGER CO
ACtn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 38086A
PROJECT: Kroger #448 DATE OF SERVICE: 2/26/96
AUTHORIZATION: John
Coppell Tx. REPORT DATE: 3/25/96
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: Mix Number 8273
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 2/26/96
PLANT: 41 TIME SAMPLED: 07: 08AM BY: Marto Villanueva
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 62 CONCRETE: 70
STRENGTH: 3500psi @ 28 DAYS TRUCK NO: 457 TICKET NO: 543832
SLUMP: 5" Max. AIR CONTENT(%): 5.4
AIR: 4-6% LOCATION OF PLACEMENT:
ME/HOD OF TEST: ASTM C-39 Northeast corner Sra. 10+10 of paving
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
SE/ NO. (inches) TESTED (days) (in.} (sa.in.} (lbs. force} (13s~ REMARKS
1 1 5.00 3/04/96 7 6.00 28.27 99760 3530
1 2 5. O0 3/04/96 7 6.00 28.27 99180 3510
1 3 5.00 3/25/96 28 6. O0 28.27 131800 4660
1 4 5.00 3/25/96 28 6.00 28.27 130820 4630
Technician: Marlo Villanueva Started: 06: 30AM Stopped: 12: 30PM
Technician
Report Of Tests Continued On Page 2
1001
LW
~11 I ~e~t~=s. ~ reports .are. f. or .~e .excl.usive .use of_the client .to whom they .are a.cldressed ~ shall not .be reproduced except In
~_.w~no.u;_me~approvW. ~ m. e3esa.n.g .~morat.o~.. ~n9 use oT. pu..r~.m.e ml;~ receive..pur .wn~en ap.m.o.v~...uu.r lette.rs and rep. orts
apmy omy To me sample TasTee aha/or inspec~ea, aha are nm inQica~ve oT~ne quammes or apparermy IQermcm or similar proaucts.
THE KROGER CO REPORT NO. 38086A
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 2/26/96 SET NO. 2
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRE'rE: Mix Number 8273
CONCRETE SUPPLIER: ~I DATE OF PLACEMENT: 2/26/96
PLANT: 41 TIME SAMPLED: 09: 15A~ BY: Mario Villanueva
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 65 CONCRETE: 72
STRENGTH: 3500psi @ 28 DAYS TRUCK NO: 389 TICKET NO: 543971
SLUMP: 5" Max. AIR CONTENT(%): 5.2
AIR: /+-6% LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Northeast corner Sra. 12+75 of paving
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
2 1 5.50 3/04/96 7 6.00 28.27 87000 3080
2 2 5.50 3/04/96 7 6.00 28.27 86670 3060
2 3 5.50 3/25/96 28 6.00 28.27 117520 4160
2 4 5.50 3/25/96 28 6.00 28.27 122240 4320
Technician: Mario Villanueva Started: 06:30AM Stopped: 12:30PM
Technician
Report Of Tests Continued On Page 3
1001 LW ~O~llr I .etJers..m3d reports .are. f.or the..excl.u~lve .use ofthe client.to whom they .are ad. dressed .m~.,d shall not be reprpduced except In
ru ,w~no.u[ rap. approval oT me tesang lanora~ory, i ne use o~ ourname m[Jst receive our vwrrren approval. Our letters and reports
apply ony to me sample tested an(~/or inspectei$, and are not indicative oTthe quantifies of apparently Identical or similar proiJucts.
THE KEOGER CO REPORT NO. 38086A
PROJECT NO. 0903506037 PAGE 3
DATE OF SERVICE: 2/26/96 SET NO. 3
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
PROJECT DATA
CONTRACTOR: David Christopher· Inc. CLASS OF CONCRETE: Mix Nuaber 8273
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 2/26/96
PLANT: 41 TIME SAMPLED: ll:iOAM BY: Marlo Villanueva
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 66 CONCRETE: 71
STRENGTH: 3500psi @ 28 DAYS TRUCK NO: 456 TICKET NO: 544157
SLUMP: 5" Max. AIR CONTENT(%): 5.4
AIR: 4-6% LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Northeast corner Sra. 23+00 of paving
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. (inches) TESTED (days} (in.) (s(~.in.) (lbs. force) (DS~ REMARKS
3 1 4.75 3/04/96 7 6.00 28.27 98360 3480
3 2 4.75 3/04/96 7 6.00 28.27 94840 3350
3 3 4.75 3/25/96 28 6.00 28.27 132210 4680
3 4 4.75 3/25/96 28 6.00 28.27 130040 4600
Technician: Mario Villanueva Started: 06:30AM Stopped: 12:30PM
Technician
Report Distribution: M~~
(1) THE KROGER CO STERN LABS
(1) David Christopher, inc.
(1) City of Coppe[[ - Eng. Dept.
(1) City of CoppeLL - BLdg. Znsp. Arthur ~therly III'
CE'£
Project Manager
1001 LW .O~,,r I .e~..ers. a.,nd reports .are. fpr .t:ne..excl.us. lve .use ofthe client .to whom t~ey .are addressed ~ shall not be reproduced except In
[uJL,..w~__o,u~.[ne._a_pprova~. o.~ me .~es~Ln.g mnoratory: i n.e use oT ,ou[na.m.e re.us! rece ye our wr~en approval. Our letters and reports
upp~), ~my [o me sample [esteo ano/or inspectea, ano are not inolca~JVe OT U3e qus~ttltJes Of apparerttly Identical or similar products.