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DR8801-LR 890103HAYNES, HC~.LON ~, ASSOC;IATES, ~r ~RPORATED Testing, InSpeotion ~ Materials Engineers 7800 Brookhollow F~oacJ. P 0 Box 35481 Dallas. Texas 75235.(214) 631-4372 REPORT NO. ~' JOB NO. 18171 DATE 1/3/89 12/20/88 12/13/88 PROJECT: ~ts TESTEDFOR City of Coppell P. O. Box 478 :~.~ Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT 16x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26SQ. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120601 BDI120602 BDI120603 BDI120604 AGE -DAYS 7 14 28 7 FIELD CURE-DAYS 3 3 3 3 4 11 25 4 STANDARD CURE--DAYS UNIT LOAD 108,000 133,000 133,500 141,500 PSI 3820 4700 4720 5000 DATE MOLDED 12/6/88 12/6/88 12/6/88 12/6/88 DATE RECEIVED 12/9/88 12/9/88 12/9/88 12/9/88 DATE TESTED 12/13/88 12/20/88 1/3/89 12/13/88 SPECIFICATIONS: A~E-D~¥S 28 28 28 STRENGTH--PSI 3600 3600 3600 LOCATIONS OF POURS REMARKS 01-03 Box Culvert @ Sta. 0+00 04 Manhole W. of Box Culvert ] CYLINDERS MOLDED BY HAYNES, HOLLON ~-' CYLINDERS MOLDED BY ARCHITECT'S OR & ASSOCIATES, INC. REPRESENTATIVE ~ CONTRACTOR'S REPRESENTATIVE FIELD DATA CYLINDER NO. BDI120601 03 04 CONCRETE BATCH PLANT MIX DESIGN NO. DELIVERY TICKET NO SLUMP-IN. 4 3/4 1 1/2 MIX PROPORTIONS AIR CONTENT % 6 · 1 CEMENT (TYPE) AIR TEMP 'F 68 68 FINE AGGREGATE CONCRETE TEMP. °F 69 68 COARSE AGGREGATE FIELD DATA SUBMITTED BY: M. Marter WATER MIX DATA SUBMITTED BY: ADMIXTURES Redi-Mix 9872, 9876 CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES. INC. REP. HOLLON & ASSOCIATES. INC DISTRtBUTION Buckelew Construction DeShazo~ Starek & Tang - Clyde Sifford O04 -- ] COMPRESSIVE STRENGTH RESULTS COMPLY Lx, WITH APPLICABLE SPECIFtCATIONS ~-~ COMPRESStVE STRENGTH RESULTS DO NOT I~j COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED. HAYNES, H(~_LON & ASSOCIATES,~ 'O~P0~ATeO Testing, Inspeotion ~, Materials Engineers 7E)00 ~Brookhollow ~oaO' ~. 0 EBo× 35481 Oal~as. Texas 75235.(214) 631-4372 REPORT NO 2 JO8 NO. 18171 DATE 1/3/89 12/2o/88 12/13/88 PROJECT: Drainage Improvements TESTEDFOR: City of Coppell Bethel Rd. P.O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT (6x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26SO. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120601 BDI120602 BDI120603 BDI120604 AGE-DAYS 7 14 28 7 FIELD CURE-DAYS 3 3 3 3 STANDARD CURE-DAYS 4 11 25 4 UNIT LOAD 108,000 133,000 133,500 141,500 Ps~ 3820 4700 472~ 5000 OATE MOLDED 12/6/88 12/6/88 12/6/88 12/6/88 DATE RECEIVED 12/9/88 12/9/88 12/9/88 12/9/88 DATE TESTED 12/13/88 12/20/88 1/3/89 12/13/88 SPECIFICATIONS: ACE-DAYS 28 28 28 STRENGTH-PSI I 3600 3600 3600 LOCATIONS OF POURS REMARKS 01-03 Box Culvert @ Sta. 0+00 04 Manhole W. of Box Culvert r-- 1 CYLINDERS MOLDED SY ARCHITECT'S OR ] CYLINDERS MOLDED BY HAYNES. HOLLON & ASSOCIATES, INC. REPRESENTATIVE [__j CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI120601 - 03 MIX DESIGN NO, SLUMP-IN, 4 3/4 1 1/2 AIR CONTENT % 6.1 AIR TEMP. 'F 68 68 CONCRETE TEMP. o F 6 9 6 8 FIELD DATA SUBMt~TED BY: M. Marter MIX DATA SUSMITTED BY: FIELD DATA 04 CONCRETE BATCH PLANT DELIVERY TICKET NO. MIX PROPORTIONS CEMENT ITYPEI FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES CYLINDERS PICKED UP BY HAYNES. HOLLON & ASSOCIATES, INC. REP HOLLON & ASSOCIATES, INC DISTRIBUTION Buckelew Construction DeShazo~ Starek & Tang - Clyde Sifford OO4 Redi-Mix 9872, 9876 ~-] COMPRESSIVE STRENGTH RESULTS COMPLY WITH APPLICABLE SPECIFtCATIONS r I COMPRESSIVE STRENGTH RESULTS DO NOT L~J COMPLY WITH APPLICABL£ SPECIFICATIONS RESPECTFULLY SUSMITTED, HAYNES, HE, _LON & ASSOCIATES, ~r ~DRI=ORATED Testing, Inspection & Materials Engineers 7800 Brookhollow Road . P O Box ~5481 Oallas. Texas 75235 · (214] 631-4372 REPORT NO. 4 JoB NO. 18171 PROJECT: Drainage Improvements Bethel Rd. DATE 1./q,/Rq TESTEDFORCity of Coppell P. O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT {6x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26SO. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINOERNO. BDI122701 BDI122702 BDI122703 BDI12270~ BDI122705 BDI122706 AGE -DAYS 3 7 7 FIELD CURE--DAYS 1 1 STANDARD CURE--DAYS 2 6 6 UNIT LOAD 97,500 132,500 142,500 PS~ 3450 4690 5040 DATE MOLDED 12/27/88 12/27/88 12/27/88 DATE RECEIVED I 2/28/88 12/28/88 12/28/88 DATE TESTED 12/30/88 1/3/89 1/3/89 SPECIFICATIONS: AGE-DAYS 28 28 STRENGTH--PSI 3600 3600 LOCATIONS OF POURS REMARKS West Wall @ Sta. 1+20 ] CYLINDERS MOLDED BY HAYNES, HOLLON ,~- CYLINDERS MOLDED BY ARCHITECT'S OR & ASSOCIATES, INC. REPRESENTATIVE j CONTRACTOR'S REPRESENTATIVE CYLINDER NO, BDI122701 06 MIX DESIGN NO. SLUMP - IN. 4 AIR CONTENT % 3.9 AIR TEMP ~' F 4 8 CONCRETE TEMP °F 68 FIELD DATA SUBMiT'TED BY: M. Hogan MIX DATA SUBMITTED BY: FIELD DATA CONCRETEBATCHPLANT DELIVERY TICKET NO. MIX PROPORTIONS (SSD): CEMENT ITYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES RM Redi-Mix 10113 ] C YLINDERS PICKED UP BY HAYNES, HOLLON &ASSOCIATES. INC REP. t-- ] CYLINDERS DELIVERED TO HAYNES, · - HOLLON & ASSOCIATES, INC DISTRIBUTION Buckelew Construction DeShazo, Starek & Tang - Clyde Sifford COMPRESSIVE STRENGTH RESULTS COMPLY LXi WITH APPLICABLE SPECIFICATIONS COMPRESSIVE STRENGTH RESULTS DO NOT COMPLY WITH APPLICABLE SPECIFICATIONS 004 Georqe W Hollon. P E ~-tAYNES, Hr_ _LON & ASSOCIATES, ~ Testing, Inspection ~ Materials Engineers 7800 I~rookholl0w I=load · P 0 BO× 35481 Callas, Texas 752~5.(214) 631-42572 REPORT NO. 4 JOB NO. 18171 DATE PROJECT Drainage Improvements Bethel Rd. TESTEDFORCity of Coppell P. O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT (6x 121NCHI NOMINAL CYLINDER SIZE: AREA*2B.26SQ. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDERNO. BDI122701 BDI122702 BDI122703 BDI12270z BDI122705 BDI122706 AGE-DAYS 3 7 7 FIELD CURE-DAYS 1 1 1 STANDARD CURE--DAYS 2 6 6 UNIT LOAD 97,500 132,500 142,500 PS~ 3450 4690 5040 OATE MOLOEO 12/27/88 12/27/88 12/27/88 DATE RECEIVED 12/28/88 12/28/88 12/28/88 DATE TESTED 12/30/88 1/3/89 1/3/89 SPECIFICATIONS: AGE-DAYS 28 28 STRENGTH--PS' 3600 3600 LOCATIONS OF POURS REMARKS West Wall @ Sta. 1+20 ] CYLINDERS MOLDED BY HAYNES, HOLLON ~-I CYLINDERS MOLDED BY ARCHITECT'S OR &ASSOCIATES, INC. REPRESENTATIVE~ ~ CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI122701 06 MIX DESIGN NO SLUMP - IN. 4 AIR CONTENT % 3.9 AIR TEMP,' F 4 8 CONCRETE TEMP. °F 68 FIELD DATA SUBMITTED BY: M. Hogan MIX DATA SUBMITTED BY FIELD DATA CONCRETE BATCH PLANT DELIVERY TICKET NO. MIX PROPORTIONS ISSD): CEMENT ITYPEI FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES RM Redi-Mix 10113 CYLINOERS PICKED UP BY HAYNES. HOLLON & ASSOCIATES, INC REP ~- i CYLINDERS OELIVERED TO HAYNES, ~._ _j HOLLON &ASSOCIATES, INC DISTRIBUTION Buckelew Construct±on DeShazo, Starek & Tang - Clyde Sifford COMPRESSIVE STRENGTH RESULTS COMPLY WITH APPLICABLE SPECIFICATIONS COMPRESSIVE STRENGTH RESULTS DO NOT COMPLY WITH APPLICABLE SPECIFICATIONS 004 GeorgeW Hollon P E