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DR8801-LR 881213HA, YNI=S, H~.LON ~, ASSOCIATES, ~ ~RPORATEO Testing, Inspeotion ~. Materials Engineers 7800 8rookhollow ~qoa~ . P O 8ox 35481 Oaltas, Texas 75235. [214) 631-4372 REPORT NO ~ JOB NO. 18171 DATE 12/13/88 PROJECT: Drainage Improvements TESTEDEOR 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-28.26SQ. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120601 BDI120602 BDI120603 BDI120604 AGE DAYS 7 7 FIELD CURE--DAYS 3 3 STANDARD CURE--DAYS 4 4 UNIT LOAD 108,000 141,500 PSI 3820 5000 DATE MOLDED 12/6/88 12/6/88 DATE RECE,VED 12/9/88 12/9/88 DATE TESTED 12/13/88 12/13/88 SPECIFICATIONS: AGE--DAYS 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 ~- 1 CYLINDERS MOLDED BY ARCHITECT'S OR &ASSOClATES, 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 AlE TEMP "F 68 68 CONCRETE TEMP oE 69 68 FIELD DATA SUBMITTED BY: M. Marter MIX DATA SUBMITTED BY: ] C YLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES. INC. REP ~--; CYLINDERS DELIVERED TO HAYNES, ' HOLLON & ASSOCIATES, INC DISTRIBUTION Buckelew Construction 0O4 FIELD DATA 04 CONCRETE BATCH PLANT DELIVERY TtCKETNO MIX PROPORTIONS ISSD): CEMENT (TYPEi FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES Redi-Mix 9872, 9876 ]_~ 1 COMPRESSIVE STRENGTH RESULTS COMPLY LY, I WITH APPLICABLE SPECIFICATIONS COMPRESStVE STRENGTH RESULTS DO NOT COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED, GeorgeW Hollon. P E H~,YNICS, H., ~LON & ASSOCIATES,, Testing, Inspeotion ~, Materials Engineers 7800 Brooklqollow ~oacl, P 0 E)ox 354B1 C)aHas. Texas 75235 , (214) 631-4372 REPORT NO, ~ JOB NO. 18171 DATE 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 16x 12 INCH) NOMINAL CYLINDER SIZE: AREA,28.26SQ. IN. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120601 BDI120602 ~DI120603 BDI120604 AGE -DAYS 7 7 FIELD CURE--DAYS 3 3 STANDARD CURE-DAYS 4 4 UNIT LOAD 108,000 141 ,500 Ps~ 3820 5000 DATE MOLDED 12/6/88 12/6/88 DATE RECEIVED 12/9/88 12/9/88 DATE TESTED 12/13/88 12/13/88 SP£ClFtCATIONS: AGE--DAYS 28 28 28 S~.ENDTH--PS, 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 ~_j CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI120601 - 03 MIX DESIGN NO SLUMP- IN. 4 3/4 1 1/2 AIR CONTENT % 6.1 AlE TEMP, 'F 68 68 CONCRETE TEMP. °F 69 68 FIELD DATA SUBMITTED BY: M. Marter MIX DATA SUBMITTED BY -Xt CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES. INC, REP. CYLINDERS DELIVERED TO HAYNES. HOLLON & ASSOCIATES. INC DISTRIBUTION Buckelew Construction O04 FIELD DATA 04 CONCRETE BATCH PLANT DELfVERY TICKET NO MiX PROPORTIONS (SSD): CEMENT ITYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES Redi-Mix 9872, 9876 ---~ COMPRESSIVE STRENGTH RESULTS COMPLY LXI WITH APPLICABLE SPECIFICATIONS i COMPRESSIVE STRENGTH RESULTS DO NOT ~_ j COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED, GeorgeW Hollon, P E HAYNES, H(~LON ~, ASSO01ATES, Ir~RPORATEO 'Testing, Inspeocion ~, Materials Eng~neees 7800 E)rook~ollow ~oad' ~ O E~ox 35481 Oallas. Texas 75235.(214) 631-4372 REPORT NO. 1 JOB NO. 18171 DATE 1 2./1 3/RR PROJECT: Drainage Improvements TESTEDFOR City of Coppell P. O. Box 478 Bethel Rd. Coppell, Texas 75019 Attn: Mr. Steve Morton CONCRETE COMPRESSION TEST REPORT 1Ex 12 INCH) NOMINAL CYLINDER SIZE: AREA*28.26SO. 1N. COMPRESSIVE STRENGTH TEST RESULTS CYLINDER NO. BDI120201 BDI120202 BDI120203 BDI120204 AGE-DAYS 7 7 FIELD CURE--DAYS 4 4 STANDARD CURE--DAYS 3 3 UNIT LOAD 107,000 101,500 Ps~ 3780 3590 DATE MOLDED 12/2/88 12/2/88 DATE RECEIVED 12/6/88 12/6/88 DATE TESTED 12/9/88 12/9/88 SPECIFICATIONS: AGE--DAYS 28 28 STRE NGT=-I- PSI 3600 3600 LOCATIONS OF POURS REMARKS West Box Culvert Wall from Sta. 0+25 to 0+50 ~ CYLINDERS MOLDED BY HAYNES. HOLLON ~--1 CYLfNDERS MOLDED BY ARCHITECT'S OR & ASSOCIATES. INC. REPRESENTATIVEJ--J CONTRACTOR'S REPRESENTATIVE CYLINDER NO. BDI120201 - 04 MIX DESIGN NO. SLUMP IN. 3 I/2 AIR CONTENT % 5 · 5 AIR TEMP. "F 8 4 CONCRETE TEMP. *F 74 FIELD DATA SUBMITTED BY M. Hogan Mix DATA SUBMITTED BY: [--~1 CYLINDERS PICKED UPBY HAYNES, HOLLON & ASSOCIATES, INC, REP ~'---] CYLINDERS DELIVERED TO HAYNES, LJ HOLLON & ASSOCIATES, tHC DISTRIBUTION Buckelew Construction OO4 FIELD DATA CONCRETE BATCH PLANT Redi-Mix DELIVERY TICKET NO. 9779 MIX PROPORTIONS (SSD): CEMENT (TYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES I~¥~ COMPRESSIVE STRENGTH RESULTS COMPLY WITH APPLICABLE SPECIFICATIONS [ COMPRESSIVE STRENGTH RESULTS DO NOT COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMITTED. GeorqeW HoHon P E HAYNES. H~.LON & ASSOCIATES, I~RPORATED 'Testing, Inspeocion ~, Materials Engineers 7800 Brookhollow ~oad' P O Box 35481 OaHas, Texas 75235.(214) 631-4372 REPORT NO. 1 JOB NO. 18171 DATE 12 / 13/R R PROJECT Drainage Improvements TESTEDFOR City of Coppell P. O. Box 478 Bethel Rd. 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. BDI120201 BDI120202 BDI120203 BDI120204 AGE-DAYS 7 7 FIELD CURE -DAYS 4 4 UNIT LOAD 107,000 101,500 PSI 3780 3590 DATE MOLOED 12/2/88 12/2/88 DATE RECEIVED 12/6/88 12/6/88 DATE TESTED 12/9/88 12/9/88 ~SE-D*vS 28 28 STRENSTH--PSI 3600 3600 LOCATIONS OF POURS REMARKS West Box Culvert Wall from Sta. 0+25 to 0+50 CYLINDER NO, BDI120201 04 MIX DESIGN NO. SLUMP IN 3 1/2 AIR CONTENT % 5 . 5 AIR TEMP. "F 84 CONCRETE TEMP °F 74 FIELD DATA SUBMITTED BY: M. Hogan MIX DATA SUBMITTED BY: F~(] CYLINDERS PICKED UP BY HAYNES, HOLLON & ASSOCIATES. INC. REP, ~'~ CYLINDERS DELIVERED TO HAYNES, ,= _j HOLLON& ASSOCIATES. DISTRIBUTION Buckelew Construction OO4 FIELD DATA CONCRETE BATCH PLANT Redi-Mix DELIVERY TICKET NO. 9779 MIX PROPORTIONS ISSD): CEMENT ITYPE) FINE AGGREGATE COARSE AGGREGATE WATER ADMIXTURES "--~ COMPRESSIVE STRENGTH RESULTS COMPLY L__'"]WITH APPLICABLE SPECIFICATIONS COMPRESSIVE STRENGTH RESULTS OO NOT COMPLY WITH APPLICABLE SPECIFICATIONS RESPECTFULLY SUBMfTTED,