Loading...
DR8801-LR 881230~IAY'NES, H(~LON & ASSOCIZ~TES, II%~ORPORATED Testing, Inspeotion ~- Materials Engineees 7B00 Brookhollow ~qoa0 · P 0 BOX 35481 0alias, Texas 75235 · (214) 631-4372 REVISED REPORT NO. I Jos NO. 18171 DATE 12/30/88 12/13./RR 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 t2 INCH) NOMINAL CYLINDER SIZE: AREA-28.26SO. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120201 BDI120202 BDI120203 BDI120204 AGE-DAYS 7 7 28 28 FIELD CURE-DAYS 4 4 4 4 STANDARD CU RE--DAYS 3 3 24 24 UNIT LOAD 107,000 101,500 127,500 110,000 PSI 3780 3590 4510 3890 DATE MOLDED 12/2/88 12/2/88 12/2/88 12/2/88 DATE RECEIVED 12/6/88 12/6/88 I 2/6/88 12/6/88 DATE TESTED 12/9/88 12/9/88 12/30/88 12/30/88 SPECIFICATIONS: AGE--DAYS 28 28 STRENGTH--PSI 3600 3600 LOCATIONS OF POURS REMARKS West Box Culvert Wall from Sta. 0+25 to 0+50 CYUNDERS MOLDED BY HAYNES, HOLLON I I CYLINDERS MOLDED BY ARCHITECT'S OR & ASSOC;ATES. INC. REPRESENTATIVE L~ J CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI120201 - 04 MIX DESIGN NO SLUMP - ,N. 3 1/2 AIR CONTENT % 5.5 AIR TEMP. "F 84 CONCRETE TEMP. o F 7 4 FIELD DATA SUBMITTED BY: M. Hogan MIX DATA SUBMITTED BY FIELD DATA CONCRETE BATCH PLANT DELIVERYTICKETNO. MIX PROPORTIONS (SSD): CEMENTITYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES Redi-Mix 9779 ~L~ CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES, INC. REP ~_]~-~] CYLINDERSDELIVEREDTOHAYNES, HOLLON & ASSOCIATES. INC. DISTRIBUTION Buckelew Construction DeShazo, Starek & Tang - Clyde Sifford ~X] COMPRESSIVE STRENGTH RESULTS COMPLY L__l WITH APPLICABLE SPECIFICATIONS ~ COMPRESSIVE STRENGTH RESULTS DO NOT L~J COMPLY WITH APPUCAELE SPEC~PICATIONS RESPECTFULLY SUBMITTED. GeorgeW HoHon. P E UtAY:NES, HU~LON & ASSOCIATES, II~CORPORATED Testing, Inspection & Materials Engineers 7800 Brookhollow l=loaO. F~ 0 8ox 35481 Dallas, Texas 75835, [214] 631-4372 REVISED REPORT NO. 1 JOB NO. 18171 DATE 12/30/88 12/13/RR 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 12rNCH) NOMINAL CYLINDER SrZE: AREA-28.26SQ IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINOERNO. BDI120201 BDI120202 BD'r120203 BDT120204 AGE-DAYS 7 7 28 28 FLEE0 CURE-DAYS 4 4 4 4 STANDARD CURE-DAYS 3 3 24 24 UNIT LOAD 107,000 101,500 127,500 110,000 PSI 3780 3590 4510 3890 DATE MOLDED 12/2/88 12/2/88 12/2/88 12/2/88 DATE RECEIVEO 12/6/88 12/6/88 12/6/88 12/6/88 DATE TESTED 12/9/88 12/9/88 12/30/88 12/30/88 SPECIFICATIONS: A~E-OAYS 28 28 STRENGT=~-PSI 3600 3600 LOCATIONS OF POURS REMARKS West Box Culvert Wall from Sta. 0+25 to 0+50 ] CYLINDERS MOLDED BY HAYNES, HOLLON ~] CYLINDERS MOLDED BY ARCHITECT'S OR &ASSOCIATES, INC. REPRESENTATIVE~ CONTRACTORS REPRESENTATIVE CYLINOERNO. BDI120201 - 04 MIX DESIGN NO. SLUMP.IN. 3 I/2 AIR CONTENT % 5. 5 AIR TEMP. "F 84 CONCRETE TEMP. oF 74 FIELD DATA SUBMITTED BY: M. Hogan MIX DATA SUBMITTED BY: FIELD DATA CONCRETE BATCH PLANT DELIVERY TICKET NO MIX PROPORTIONS ISSD): CEMENT {TYPEI FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES Redi-Mix 9779 ~----] CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES, INC. REP, r'~ CYLINDERS DELIVERED TO HAYNES, HOLLON & ASSOCIATES. INC DtSTRIBUTION Bucke].ew Construet'J on DeShazo, Stare]( & Tang - Clyde S'ifford 004 ~--X] COMPRESSIVE STRENGTH RESULTS COMPLY L_, WITH APPLICABLE SPECIFICATIONS ~-~ COMPRESStVE STRENGTH RESULTS DO NOT ~_J COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED. GeorgeW Hollon P E