Lakeside V2-LR 960426 Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
TfCHNOLOGIE$ INC FAX: (214) g20-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: THF. KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROOECT NO.: 0903506037
REPORT NO.: 39408
PROJECT: Kroger ~/448 DATE OF SERVICE: 3/29/96
Coppell, TX AUTHORIZAllON: John
REPORT DATE: 4/26/96
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: ['[ix Number 8272
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 3/29/96
PLANT: 41 1]ME SAMPLED: 07: 20AM BY: Anthony Lively
SPECIFICAI~ON REQUIREMENTS TEMPERATURE ('F) - AIR: 52 CONCRETE: 58
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 463 ~CKET NO: 561596
SLUMP: 5" Max. AIR CONTENT(%): 3.5
AJR: N/A LOCAqlON OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Panels ~/ 1 & 2
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) (ps~ REMARKS
1 1 5.00 4/05/96 7 6.00 28.27 99370 3510
1 2 5.00 4/05/96 7 6.00 28.27 108850 3850
1 3 5.00 4/26/96 28 6.00 28.27 141800 5010
1 4 5.00 4/26/96 28 6.00 28.27 138150 4890
Technician: Ancho.ny Lively Started: 06:30AM Stopped: 10:00AM
Technician
Report Of Tests Continued On Page 2
1001 LW Our letters anO reports are for the exclusive use of the client to whom they are addressed and shall not he reproduced except In
.'u without the anprova of the tesUng aboratory. The use of ourname must recewe our wt. ftten ad,royal. Our letters and reports
a~ply only to the sample tested and/or inspected, and are not ind~ca~ve of the quantifies cT apparently identical or sim ~ar products.
TH;. KROGF.~ CO REPORT NO. 39408
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 3/29/96 SET NO. 2
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: Mix Number 8272
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 3/29/96
PLANT: 41 TIME SAMPLED: 09: 15AM BY: Anthony Lively
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) -AIR: 56 CONCRETE: 60
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 473 TICKEr NO: 561745
SLUMP: 5" Max. AIR CONTENT(%): 3.75
AIR: N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Panels 13 & 14
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) TES'rED (days) (in.) (sa.in.) (lbs. force) (ps~ REMARKS
2 1 4.75 4/05/96 7 6. O0 28.27 88900 3140
2 2 4.75 4/05/96 7 6.00 28.27 90580 3200
2 3 4.75 4/26/96 28 6.00 28.27 117780 4170
2 4 4.75 4/26/96 28 6.00 28.27 118480 4190
Technician: Anthony Lively Started: 06:30AM Stopped: 10:00AM
Technic i an
Report Distribution: MAXIM TECH.~SOUTHWESTERN LABS
(1) THE KROGER CO
(1) David Christopher, ]nc.
(1) City of CoppeL[ - Eng. Dept.
(1) City of Coppe[[ - Bldg. [nsp. TTI, CRT
Proj act Manager
1001 LW Our letters and reports are for the exclusive use of the client to whom Ney are a~dressed ~nd shall not .be_reproduced ex. cept In
full wffhout the approval of the tesflncl laboratory.. The use of ou[na~e m.us..t recmve_, qur wt. itten apb.rD .v~.. _.uu.r mtters.,an;] re~o~s
apply only to the sample tested and/Or inspectea, aha are not ~n¢acatlve oT me quan~tles oT apparemly Ioenacm or similar proouc[s.