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Magnolia Park-LR 981218
FUGRO SOUTH, INC. 288 Ph (g COMPRESSIVE STRENGTH OF CONCRETE CLIENT: PROJECT: Pn Eastern Development Magnolia Park, Coppell, Texas Report D; SAMPLE DATE: October 22, 1998 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 66 CONCRETE TEMP. (°F) (ASTM C-t064): 69 TiME BATCHED: 9:45 TIME SAMPLED: 10:00 WEATHER CONDITION: Partly cloudy CONCRETE SUPPLIER: pLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-2~t): WATER ADDED (gal): SLUMP (in.) (ASTM C-143): LOCATION OF PLACEMENT: Paving on south end of eyebrow on Madison BI] CONCRETE CYLINDER cOMPRESSIVE STRENGTH TI~STS" ' Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE RE~QUIRED COMPRESSIVE AGE DATE LOAD STRENGTH / STRENGTH CYUNDERNuMBER (days) TESTED (pounds) (psi) / (psi) MPC 109 ' 7 10/29/98 77000 2723 ! 3600/28 days / uPC 1~1 28 11/19e8 ~2000 32~' l / MPC 112 56 12/17/98 103000 3643 ' Fracture mode it(A) unle~ otheraise noted s,.~=,~: ~.~.,& AST~I T..,., AST~ C-~43. T~...o~ El/ ITl I-/I I"] Cu,rlng: . Memods:. ASTM C-39 Fracture: A I~1! B I~ C Y--] D t_J ~EPORT December 18, 1998 Technician: William Putman REMARKS: * Does not meet required compressive strength at 28 days. FUGRO SOUTH, INC. Checked By: -~ / - SMH/rm Distribution: Eastern Development - Presto.o Skaggs ~ : ....... City of Coppeil ;Larry DagiS-/' SitlConcrete ? Melissa Uselding iect No.: 0771-2112 Batch 3.4 0 6.5 ~oad ) vino Lane; Dallas, Texa~ 75229 3'2) 484.8301; Fax (972) 620-7328