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DR8801-LR 881228HAYNES, HL _LOW ~, ASSOCIATES, ,, -O~::H:~O~:~TEO Testing, Inspeot~on ~, Materials Engineers 7800 Brookl~ollow ~oa~' P 0 ~ox 35481 Oa~las, Texas 75~35-(214~ 631-4372 REPORT NO. ,~ DATE 12./2 R./R8 JOB NO. 18171 PROJECT: ~~~, TESTED FOR City of Coppell P. O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT (6x 12 INCH) NOMINALCYLINOERS~ZE AREA-28.26SQ. IN, COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI12200 BDI122002 BDI122003' BDI122004 AGE DAYS 7 7 FIELDCURE-OAYS I 1 STANDARD CURE--DAYS 6 6 UNIT LOAD 118,000 131,500 PSI 4170 4650 DATE MOLDED 12/20/88 12/20/88 DATE RECEIVED 12/21/88 12/21/88 DATE TESTED 12/27/88 12/27/88 SPE~CIF ICATIONS: A~E-OAVS 28 28 STRENGTH--PSI 3600 3600 LOCATIONS OF POURS REMARKS East Wall @ Sta. 0+75 ] CYLINDERS MOLDED BY HAYNES, HOLLOW ~ ] CYLINDERS MOLDED BY ARCHITECT'S OR & ASSOCIATES. INC. REPRESENTATIVE I I CONTRACTOR'S REPRESENTATIVE CYLINOERNO. BDI122001 - 04 MIX,DESIGN NO. SLUMP-IN 3 3/4 AIR CONTENT % 1.4 AIR TEMP. 'F 67 CONCRETE TEMP. °F 76 FIELD OATA SUBMI3-rEo BY: S · Tutt MIX DATA SUBMITTED BY: C YLINDERS PICKED UP BY HAYNES, HOLLOW & ASSOCIATES, INC. REP -- ~ CYLINDERS DELIVEREOTO HAYNES. · , HOLLOW &ASSOCIATES, INC DISTRIBUTION Buckelew Construction 004 FIELD DATA CONCRETE BATCH PLANT Redi-Mix DELIVERY TICKET NO. 1 0063 MIX PROPORTIONS ISSO): CEMENT {TYPEI PINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES - [~] COMPRESSIVE STRENGTH RESULTS COMPLY LXJ WITH APPLICABLE SPECIFICATIONS ~' I COMPRESSIVE STRENGTH RESULTS DO NOT ~__ COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED, HAYNES, Ht _LON ~. ASSC)01ATES, ~, ~ORPOI~ATEID Testing, InspeoCion ~. Materials Engineers 7E)00 Bnookholl0w Road. P O Box 354E)1 Oallas, Texas 75235 . (214) 65)1-4372 REPORT NO, ~[ DATE 12/2R./RR JOB NO. 1R171 PROJECT Drainage Improvements TESTEDFOR City o~ Coppell Bethel Road P.O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT (6x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26SQ. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BD112200 BD1122002 BDI122003 BD1122004 AGE-DAYS 7 7 FIELD CURE DAYS 1 I STANDARD CURE-DAYS 6 6 UNIT LOAD '. 118,000 131,500 PSI 4170 4650 DATE MOLDED 12/20/88 12/20/88 DATE, RECEIVED 12/21/88 12/21/88 DATE TESTED 12/27/88 12/27/88 SPECIFICATIONS: AGE-DAYS 28 28 STRENGTH--PSI 3600 3600 LOCATIONS OF POURS REMARKS East Wall @ Sta. 0+75 CYLINDERS MOLDED BY HAYNES. HOLLON ! ] CYLINDERS MOLDED BY ARCHITECT'S OR & ASSOCIATES,~NC. REPRESENTATIVE ~ CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI122001 - 04 MIX.DESIGN NO. SLUMP-IN 3 3/4 AIR CONTENT % 1,4 AIR TEMP 'F 67 CONCRETE TEMP, °F 76 FIELD DATA SUBMITTED BY: S · Tutt MIX DATA SUBMITTED CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES, INC. REP CYLINDERS OELIVEREDTO HAYNES, HOLLON & ASSOCIATES, INC DISTRIBUTION Buckele~ Construction 004 FIELD DATA CONCRETE BATCH PLANT DELIVERY TICKETNQ MiX PROPORTIONS ISSDk CEMENT {TYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES Redi-Mix 10063 COMPRESSIVE STRENGTH RESULTS COMPLY WITH APPLICABLE SPECIFICATIONS i COMPRESSIVE STRENGTH RESULTS DO NOT ~_J COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED.