Lakeside V2-LR 960328 Maxim Tach. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T E C H N O !. O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: TH~. KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 39040
PROJECT: Kroger ~/448 DAq5 OF SERVICE: 3/20/96
AUTHORIZATION: John
Coppell Tx. REPORT DATE: 3/28/96
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: 3/20/96
PLANT: 30 TIME SAMPLED: 08: 20AM BY: Burl Thomas
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 38 CONCRETE: 58
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 417 TICKET NO: 556739
SLUMP: 1-4" AIR CONTENT(%): 5.50
AIR: 4-6% LOCATION OF PLACEMENT:
METHOD OF TEST: AS-_M C-39 Paving, 30' south of building southwest
ASTM C- 143 corner
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.) (sc:.in.~ (lbs. force) (13si} REMARKS
1 1 7.00 3/27/96 7 6.00 28.27 56610 2000
1 2 4/17/96 28
1 3 4/17/96 28
1 4 HOLD HOLD
Technician: Burl Thomas Started: 06:00AM Stopped: OI:00PM
Report Of Tests Continued On Page 2
1001 LW Our letters and reports are for the exclusive use of the client.to whom they are addressed and shall not be reproduced exceot in
full ?itho. ut the approval of the .testing la. boratory.. Th.e use oT ou..rna.m, e mu§.t receive our wt. itten approval..Our letters .and repo~$
al3ply Only to the sample testa(3 and/or inspecteo, ano are no: inolCaTive of Tne quantities OT apparently identical or simi:ar proOucts.
THE KROGER CO REPORT NO. 39040
PROJECT NO. 0903506037 PAGE 2
D. ATE OF SERVICE: 3/20/96 SET NO. 2
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: 3/20/96
PLANT: 30 TIME SAMPLED: 09: 20AM BY: Burl Thomas
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 39 CONCRETE: 58
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 215 'nCKET NO: 556842
SLUMP: 1-4" AIR CONTENT(%): 5.0
AIR: 4-6% LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Paving: 30' south of centerline of south wall
ASTM C-143 of building
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inchesl TESTED (days) (in.} (SCl.in.) (lbs. force) (13si) REMARKS
2 1 7.00 3/27/96 7 6.00 28.27 94240 3330
2 2 7.00 4/17/96 28
2 3 4/17/96 28
· ~° 4 HOLD HOLD
Technician: Burl Thomas Started: 06:00AM Stopped: Oi:OOPM
Report Of Tests Continued On Page 3
1001 LW Our letters and reports are for the .exclusive use ofthe client.to whom they are addressed and sha not be reproduced except In
full without the approval of the tesung laooratory, ine use oT ourname must receve our wr~ten apDrovaJ. Our letters and reports
apply only to the sampie tested and/or inspecte~l, and are not indicative of the quantifies of apparently identical or similar products.
THE KROGER CO REPORT NO. 39040
PROJECT NO. 0903506037 PAGE 3
DATE OF SERVICE: 3/20/96 SET NO. 3
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: Mix Number 8273
CONCRETE SUPP' IER: TXI DATE OF PLACEMENT: 3/20/96
PLANT: 30 TIME SAMPLED: 10: 30AM BY: Burl Thomas
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 42 CONCRETE: 62
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 367 qqCKET NO: 557016
SLUMP: 1-4" AIR CONTENT(%): 4.5
AIR: 4-6% LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Paving: 30' south, 40' west of center building
ASTM C-143 southeast corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. finches) TESTED (days) (in.) (scl.in.) (lbs. force) (psi) REMARKS
3 1 6.50 3/27/96 7 6.00 28.27 120620 4270
3 2 4/17/96 28
3 3 4/17/96 28
3 4 HOLD HOLD
Technician: Burl Thomas Started: 06:00AM Stopped: OI:OOPM
Report Of Tests Continued On Page 4
1001 LW ~O~.,r I~tters and reports are for the exclusive use of :he cent to whom they are addressed and shall not be reproduced except In
n~i~ without the approval of the testing laboratory The use of our. name must receive our wr. itten a~.proval. Our letters and repo~s
apply only to the sample :ested and/or inspected, and are not InC~lcatlve of the quantities OT apparently iderrtical or s~milar produc,s.
THE KROGER CO REPORT NO. 39040
PROJECT NO. 0903506037 PAGE 4
DATE OF SERVICE: 3/20/96 SET NO. 4
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CONTRACTOR: David Christopher, Inc. CLASS OF CONCRETE: Mix Number 8273
CONCRE'rE SUPPLIER: TXI DATE OF PLACEMENT: 3/20/96
PLANT: 30 TIME SAMPLED: 11: 25.*~[ BY: Burl ~-~omas
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 43 CONCRETE: 62
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 558 TICKET NO: 557118
SLUMP: 1-4" AIR CONTENT(%): 5,0
AIR: 4-6~ LOCATION OF PLACEMENT:
METHOD OFTEST: ASTM ¢-39 Paving: 30' south, 42' east of bldg. southeast
ASTM C- 143 corner
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
:L 1 6.00 3/27/96 7 6.00 28.27 82810 2930
4 2 4/17/96 28
4 3 4/17/96 28
4 4 HOLD HOLD
Technician: Burl Thomas Started: 06:00AM Stopped: 01:00PM
Report Distribution:
(1) THE KRO6ER C0 MAXIM TECH**SOUTHWESTERN LABS
(1) city of coppe[[ - Eng. Dept. ~
(1) City of Coppe[[ -B[dg. [nsp.
~Arthur Etherly III, CET
Project Manager
~.CO~. LW ~O,u,,r.!e~t~rs. a..nd reports .are. f..or the .exc:.us. ive use oftlle client.to whom they .are aqdressed a..nd shell not be reproduced except in
~;~l..~_n_o,u~,[_ne,~apprcva~ o.T ~ne~test~n.g ~aoorat?ry: ~n.e use oz pu.r. na[~e m.usu recelve...our wr~en approval. Our letters and reports
ml~y ~H~y [U [rle samlo~e [es[ea ana/(3r !nspec[ea, allQ are .'3ot ~nalcative o1' tile quantities of apparently ioer1~JcaJ or similar proclucts.