Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Northlake 635(2)-LR 970324 (2)
TECHNOLOGIES IN¢ Maxi 25 CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N..AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 COPPELL BUSINESS CENTER WRANGLER DR. & BELTLINE RD. COPPELL, TX SERVICES: Test compressive strength specimens inspection. PROJECT NO.: 0903 REPORT NO.: 1129, DATE OF SERVICE: AUTHORIZATION: REPORT DATE: 3 / prepared in conjunct~ CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000pSi @ 28 DAYS SLUMP: 5" METHOD OF TEST: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 933~ DATE OF PLACEMENT: 2/i TIME SAMPLED: 12:20PM TEMPERATURE (°Fi - AIR: 5( TRUCK NO: 497 AIR CONTENT(%): 1o 5% LOCATION OF PLACEMENT: Panel ~9, and 11 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 5.50 3/03/97 1 2 5.50 3/03/97 1 3 5.50 3/24/97 1 4 5.50 3/24/97 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD {days) lin.) (sq.in.} (Ibs. force) 7 6.00 28.27 109390 7 6.00 28.27 106520 28 6.00 28.27 133960 28 6.00 28.27 135260 Technician: Phillip L. Forrest Technician Report Of Tests Continued On Page 2 1001 FR fal without the a)prov''~ of th~ t~tlr~ !~boflto~. The u~ of.o ,?, name m~T3_re.~._~..F~,~ ~,~. ~-.. cH ~ m Tach. · Southwestern Labs 75 Lone Star Dr. · P.O. Box 224227 Dallas, Taxae 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 5034 !/24/97 ~4/97 .on with concrete 4/97 BY: Phillip L. Forrest CONCRETE: 657 TICKET NO: 341315 :OMPRESSIVE STRENGTH {psi) 3870 3770 4740 4780 REMARKS Lincoln Property Co. PROJECT NO. 0903605034 DATE OFSERVICE: 2/24/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont i nued) CONTRACTOR: BU'I~ER CONSTRUCTION CONCRETE SUPPLIER: PION~RR PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 933~ DATE OF PLACEMENT: 2/2 TIME SAMPLED: 01.' 15PM TEMPERATURE ( ~ F) - AIR: 50 TRUCK NO: 296 AIR CONTENT(%): 1.8% LOCATION OF PLACEMENT: Panel #5 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 2 1 5.50 3/03/97 2 2 5.50 3/03/97 2 3 5.50 3/24/97 2 4 5.50 3/24/97 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days) (in.) (sq.in.) Jibs. force) 7 6.00 28.27 94020 7 6.00 28.27 90690 28 6.00 28.27 119020 28 6.00 28.27 113350 Technician: Phillip L. Forrest Technician Report Distribution: MAXIM TECI (1) Lincotn Property Co. (1) A.E.C.C. (1) BUTLER CONSTRUCTION iNCORPo (1) BROCKETT-OAVi$-DRAKE, iNC. Cl) THE CiTY OF COPPELL (1) THE CiTY OF COPPELL (1) O'BRIEN ASSOCIATES, INC. ~ //Pr 1001 FR Our le~erl l~d reportl ire f~ the e?(clulive ule Of the client to where they ~ire~~l~ll~m~_~e~'~Odll~ full without the Ipl~'Ovcl of the teltlng laboratory, The I~ply only to the ~lml~e teated ind/o~' ~n~3ected. and ire REPORT NO. PAGE 2 SET NO. 2 112946 4/97 BY: Phillip L. Forrest CONCRETE: 65 TICKET NO: 341321 DMPRESSIVE STRENGTH (psi) 3320 3210 4210 4010 REMARKS BS ~[r~c~n, B.S. Ch.E. 9ject Manager d except in 'nilir i~ oductm.