Loading...
Lakeside V2-LR 960311 Maxim Tech. e Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 T E C H N O L O G I E S I N C Telephone: (214) 631-2700 F~X: (214) 920-18m REPORT OF CONCRETE COMPRESSIVE STRENGTH CUENT: THE Y~OGER CO Attn: Jeff Kruegar 100 Kroger Drive Keller, TX 76248 PROJECT NO.: 0903506037 REPORT NO.: 38162 PROJECT: Kroger ~)448 DATE OF SERVICE: '2/28/96 AUTHORIZATION: Coppell Tx. REPORT DATE: 3/11/96 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: TXT DATE OF PLACEMENT: 2/28/96 PLANT: 41 TIME SAMPLED: 08: 20AM BY: Steven Holt SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 38 CONCRETE: 62 STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 472 TICKET NO: 545416 SLUMP: 4- 6" AIR CONTENT(%): 6.5 UNIT WEIGHT(pc-O: N/A AIR: N/A_ LOCATION OF PLACEMENT: ME/HOD OF TEST: ASTM C-39 Fire lane north of building, east portion ASTM C- 143 ASTM C-138 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.} (sq.in.} (lbs. force) (Ds~ REMARKS 1 1 6.50 3/06/96 7 6. O0 28.27 97160 3440 1 2 3/27/96 28 1 3 3/27/96 28 1 4 HOLD HOLD Technician: Steven Holt Started: 06:00AM Stopped: ll:30AM Technician Report Of Tests Continued On Page 2 1001 LW .O? I .e~.~ers~ .m3d reports .are. f.~ ~e.excl.uslve u. se of_the client .to whom they are ad. dressed a. nd shall not .be _reproduced except In TUll .w~nq. ut.meLapprovm, o.T m.e .~est.m.g.. ~Dorat.ory: in.e use ~ .ou..rna.m.e must receive .our wr. men ap .l~.O.V~.. (Ju.r lette.rs .and reports apply onry lo me sample =eslea ana/or Inspec~ea, ana are not in(~lCaTJVe of the quantities OT apparenay i(~entlcaJ or similar proaucts. THE Y~OGE~ CO REPORT NO. 38162 PROJECT NO. 0903506037 PAGE 2 DATE OF SERVICE: 2/28/96 SET NO. 2 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) PROJECT DATA CONTRACTOR: David Christopher, [nc. CLASS OF CONCRETE: Mix Number 8273 CONCRETE SUPPLIER: ~XI DATE OF PLACEMENT: 2/28/96 PLANT: 41 TIME SAMPLED: lO: 05,a~[ BY: Steven Holt SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 38 CONCREIE: 60 STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 381 TICKET NO; 545586 SLUMP: 4- 6" AIR CONTENT(%): 6,2 UNIT WEIGHT(pcl): N/A AIR: N/A LOCATION OF PLACEMENT: METHOD OF TEST: ASTM C-39 Fire lane north of building, west portion ASTM C-143 ASTM C-138 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 2 1 5.50 3/06/96 7 6.00 28.27 94280 3330 2 2 3/27/96 28 2 3 3/27/96 28 2 4 HOLD HOLD Technician: Steven Holt Started: 06:00AM Stopped: ll:30AM Technician Report Distribution: MAXIM TECH.~SO~I~IWESTERN LABS (1) THE KROGER CO (1) David Christopher, Inc. (1) City of Coppe[[ [f, C;.T 1001 LW Our letters and reports are for the exclusive use of_the client.to whc)m they are at, dressed full .wlthq. ut the approval of the testln¢l laboratory; i ne use o!: pu..rna.m, e mus.t rece,ve..our wt. ~en app_ro.vql, uu.r lette.rs .ann rel~.ort$ apply only to the sample tested and/Or inspecteD, and are no[ inQiCatlve of ~lle quartb~les OT apparermy inentlcal or similar products.