DR8801-LR 890413HAYNES, H~'~_LON & ASSOCIATES, I~ORPORATED
Testing, Inspeot~on ~, Materials Engimeers
7800 8rookhollow ~oad · P 0 Box 35481
Dallas, Texas 75~35,(214) 631-4J7~
REPORT NO 17
JOB NO. 18171
DATE 4/13/8g
PROJECT:
Drainage Improvements
Bethel Road
TESTED FOR
City of Coppell
P. O. Box 478
Coppell, TX 75019
Attn: Mr. Steve Morton
CONCRETE COMPRESSION TEST REPORT
(6x 121NCHI NOMINAL CYLINDER SIZE: AREA-28.26SO. IN.
COMPRESSIVE STRENGTH TEST RESULTS
' CYLINDER NO, BDI40601 BDI40602 BDI40603 BDI4.0604
AGE-DAYS 7 7
FIELD CURE--DAYS 1 1
STANDARD CURE-DAYS 6 6
UNIT LOAD ]08,000 99,000
PS! 3820 3500
DATE MOLDED 4/6/89 4/6/89
DATE RECEIVED 4/7/89 4/7/89
DATE TESTED 4/13/89 4/13/89
SPECIFICATIONS:
AGE-DAYS 28 28
STR~GT:, Ps, 3600 3600
LOCATIONS OF POURS BOX Culvert REMARKS
N. Wall @ Sta. ]0+45
CYLINDERS MOLDED BY HAYNES, HOLLON ~- i CYLINDERS MOLDED BY ARCHITECT'S OR
&ASSOCIATES, INC REPRESENTATIVE i_ ~ CONTRACTOR'S REPRESENTATIVE
CYLINDERNO BDI4060] - 04
MIX DESIGN NO
SLUMP IN 3
AIR CONTENT % 4.7
AIR TEMP F 80
CONCRETE TEMP oF 75
FIELD DATA SUBMITTED BY L. Johnson
MIX DATA SUBMITTED BY:
FIELD DATA
~ CONCRETE BATCH PLANT
DELIVERY TICKET NO.
MIX PROPORTIONS ISSD):
CEMENT {TYPE)
FINE AGGREGATE
COARSE AGGREGATE
WATER
ADMIXTURES
Redi-Mix
14315
~X_l C YLINDERSPICKED UP BY HAYNES,
HOLLON & ASSOCIATES. INC. REP
; CY£1NDERS DELIVERED TO HAYNES.
· HOLLON &ASSOCIATES, INC
DISTRIBUTION Buckelew Construction
DeShazo, Starek & Tang - Clyde Sifford
~ q COMPRESSIVE STRENGTH RESULTS COMPLY
Lx ] WITH APPLICABLE SPECIFICATIONS
~--~ COMPRESSIVE STRENGTH RESULTS DO NOT
L__J COMPLY WITH APPLICABLE SPECIFICATIONS
RESPECTFULLY SUBMITTED,
HAYNES, H(~.LON ~ ASSO01ATI=S, I[~--jRPOFIATEE)
Testing, Inspection ~, Materials Engineers
7800 Bro0khollow ~0ad ' P 0 Box 35481
[Dallas, Texas 75235.(214) 631-4372
REPORT NO I 7
JOB NO. 181'7]
DATE 4/1 3/89
PROJECT Drainage Improvements TESTEDFOR City of Coppell
Bethel Road P.O. Box 478
Coppell, TX 750]9
Attn: Mr. Steve Morton
CONCRETE COMPRESSION TEST REPORT
(6x 121NCH) NOMINALCYLINDERSIZE: AREA-25.26SQ. IN.
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER NO. · BDI40601 BDI40602 BDI40603 BDI40604
AGE-DAYS 7 7
FIELD CURE-DAYS 1 1
STANDARD CURE--DAYS 6 6
UNIT LOAD 108,000 99,000
PS~ 3820 3500
DATE MOLDED 4/6/89 4/6/89
DATE RECEIVED 4/7/89 4/7/89
DATE TESTED 4/13/89 4/13/89
SPECIFICATIONS:
AGE-DAYS 28 28
STRENGTH-PSI 3600 3600
LOCATIONS OF POURS BOX Culvert REMARKS
N. Wall @ Sta. ]0+45
CYLINDERS MOLDEDSY HAYNES, HOLLON [ I CYLINDERS MOLDED BY ARCHITECT'S OR
& ASSOCIATES, INC REPRESENTATIVE L- · CONTRACTOR'S REPRESENTATIVE
CYLINDER NO BDi40601 04
MIX DESIGN NO.
SLUMP IN 3
AIR CONTENT % 4.7
AIR TEMP "E 80
CONCRETE TEMP *F 75
FIELD DATA SUBMITTED BY: Lo Johnson
MiX DATA SUBMITTED BY
FIELD DATA
CONCRETE BATCH PLANT
DELIVERY TICKET NO,
M{X PROPORTIONS ISSD):
CEMENT {TYPEI
FINE AGGREGATE
COARSE AGGREGATE
WATER
ADMIXTURES
Redi-Mix
14315
CYLINDERS PICKED UP BY HAYNES,
HOLLON & ASSOCIATES, INC REP
CYLINDERS DELIVERED TO HAYNES,
HOLLON & ASSOCIATES, INC
DISTRIBUTION Buckelew Construction
DeShazo, Starek & Tang - Clyde Sifford
Lx i COMPRESSIVE STRENGTH RESULTS COMPLY
WITH APPLICABLE SPECIFICATIONS
,~ COMPRESSIVE STRENGTH RESULTS DO NOT
L~J COMPLY WITH APPL[CABL[ SPECIFICATIONS
RESPECTFULLY SUBMITTED.