Lakeside V2-LR 960305 Maxim Tech.-Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T lllCHNO LO(~ I ES I NC Telephone: (214) 631-2700
FAX: (214) 92(~1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CMENT: TtiE KROCER CO
Attn: 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: 3/05/96
SERVICES: Sample concrete at location of placement, perfo~ 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 ]]ME SAMPLED: 07: 08AM BY: Marlo 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:
METHOD OF TEST: ASTM C-39 Northeast corner Sra. 10+10 of paving
ASTM G- 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.) {scl.in.) (lbs. force) Cmsi) REMARKS
1 1 5.00 3/04/96 7 6.00 28.27 99760 3530
1 2 5.00 3/04/96 7 6.00 28.27 99180 3510
1 3 3/25/96 28
1 4 3/25/96 28
Technician: Mario Villanueva Started: 06:30AM Stopped: 12:30PM
Technician
Report Of Tests Continued On Page 2
1001 LW Our letters and repo~s are for the exclusive use of_the client .to wflom they are addressecl and shall not be reproduced except in
full .vvitho. ut.the ekoprova~, of the.testing lalJoratory: inp use cT ou..n~a.m.e must receive our wt. Itten app.ro.v~.l...Ou[, letters .and reports
apply omy to the sample testeo and/or inspecteo, ano are not inolcative of the (~uantities CT apparemly Ioemtcal 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 CONCRETE: Mix Number 8273
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 2/26,/96
PLANT: 41 ~ME SAMPLED: 09: 15AM BY: Mario Villanueva
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 65 CONCRETE: 72
STRENGTH: 3500psi @ 28 DAYS TRUCK NO: 389 13CKET NO: 543971
SLUMP: 5" Max. AIR CONTENT(%): 5.2
AIR: 4-6% 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.) {sq.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 3/25/96 28
2 4 3/25/96 28
Technician: Marlo Villanueva Started: 06:30AM Stopped: 12:3OPM
Technician
Report Of Tests Continued On Page 3
1001 LW ~ I .e~..ers and reports are for the exclusive use of_the client .to whom they are addressed and shall not be reproduced except in
fu, .w~no. ut_the al:)prova. I of. ~e_testl.n.g laboratory,, i n.e use pT ourname mus.t receive our wr. itten approval Our e~ters and relsorts
apply pray to the sample [es~eo eno/or inspecteu, ano are not indicative of me quantities o~ apparently identical or similar 13roducts.
THE KROGER 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 Number 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 - 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
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 3/25/96 28
3 4 3/25/96 28
Technician: Marlo Villanueva Started: 06: 30AM Stopped: 12: 30PM
Technic ian
Report Distribution: MA)~ TECH.,S~THWE~TERN LABS
(1) THE KROGER CO
(1) David Christopher, Inc.
(1) City of Coppe[[
Arthur '~ the~P~l-y--I I I
1001 LW Our letters and reports are for the exclusive use of_the client .to whom they are addressed and shall not be reproduced except in
full .witl~qut the approval of the .testing lahoratory., i n.e use ot our. name mus_~t receive our wr. itten approval. Our letters and reports
apply omy to the sample testeo and/or inspectea, aha are not inaicative of me quantities oT apparently identical or simi ar products.