Loading...
Northlake 635(2)-LR 970214 (2)Maxi 25; TECHNOLOGIES INC 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.: 11224 DATE OF SERVICE: 2 AUTHORIZATION: REPORT DATE: 2/1 prepared in conjuncti CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5" AIR: 3-6% METHOD OF TEST: ASTH C-39 PROJECT DATA MIX DESIGN NUMBER: 9339 DATE OF PLACEMENT: 2/0 TIME SAMPLED: 04: 30AM TEMPERATURE (°F) - AIR: 37 TRUCK NO: 136 AIR CONTENT(%): 5.5 LOCATION OF PLACEMENT: 40' South X 30' West of building "C" park CYLINDER MEASURED MARKED SLUMP SET NO. {inches) 1 1 5.00 1 2 1 3 1 4 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM DATE AGE TESTED {days) 2/12/97 7 3/05/97 28 3/05/97 28 DIAMETER AREA LOAD {in.) (sq.in.) (lbs. force) 6.00 28.27 107020 HOLD HOLD Technician: Abdullah Ethem Technician Report Of Tests Continued On Page 2 1001 LW Tech. ·Southwestem Labs Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: {214) 920-1891 i05034 1 /05/97 4/97 on with concrete /97 BY: Abdullah Ethem CONCRETE: 44 TICKET NO: 340749 from northwest corner ng lot DMPRESSIVE STRENGTH Ipsi) 3780 REMARKS Our letters end reports are for the exclusive u~e of the client to whom they are addressed er~cl shell not be repreduc~ d except in full without the approval of the testing leboretol7. The ule of ourname must receive ou~ written approval. Our left; ri ~ reports apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or nilar ~3roducts. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/05/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cent i nued) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5" AIR: 3-6% METHOD OF TEST: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 933:. DATE OF PLACEMENT: 2/0 TIME SAMPLED: 08: TEMPERATURE ( I F) - AIR: 41 TRUCK NO: 296 AIR CONTENT(%): 5.0 LOCATION OF PLACEMENT: 45' North X 25' east corner of building CYLINDER MEASURED MARKED SLUMP DATE SET NO. {inches) TESTED REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X '12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD {days) (in.) (sq.in.) {lbs. force) 2 1 5.00 2/12/97 7 2 2 3/05/97 28 2 3 3/05/97 28 2 4 HOLD HOLD 6.00 28.27 198820 ADDITIONALCOMMENTS: Ten (10) gallons of water added Technician: Abdullah Ethem Technician Report Distribution: MAXIM TEC (1) Lincoln Property Co. (1) BUTLER CONSTRUCTION [NCORP. (1) BROCKETT-DAVIS-DRAKE, [NC. (1) THE CITY OF COPPELL (1) THE CITY OF COPPELL (1) O'BRIEH ASSOCIATES, INC. 1001 LW O~ le~l Ind reports Ire for tM excl~ivs ~.e of t~ client to whom t~y ire Mdre~4d end lh~l net ~ rescue f~l witho~ tM ~proval of tM teati~ labora~ow. T~ use of ourname m~! receive our wri~en approval. O~ apply only to the sample test~ a~/or inspected, and are no! i~ica~ive of the quantities of apparently identical or REPORT NO. PAGE 2 SET NO. 2 112241 /97 BY: Abdullah Ethem CONCRETE: 48 TICKET NO: 340773 from southeast B" parking lot OMPRESSIVE STRENGTH (psi) REMARKS 3850 LABS <B~a~cken, B.S. Ch.E. eject Manager ~d ex~,t in miler products.