Gateway BP(2.5)-LR 990105 (09) Fo BuiM On
Engineering · Consulting · Testing
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR:
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
PROJECT: G & K LAUNDRY PROCESSING
DATE: January 05, 1999
FIELD DATA:
LOCATION OFPLACEMENT EAST SIDE PAVING
LEFT END, 40'
REVISION ~1
OUR REPORT NO.: 337-80080-72
DATE PLACED December 29,
TIME 05:40 am
SLUMP, IN. 5
AIR CONTENT, % - - -
AIR TEMPERATURE, °F 3 9
CONCRETE TEMPERATURE, °F 53
DATE RECEIVED IN LAB December 30,
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
1998
1998
PSI\R. BURTSELL
LATTIMORE
SUPPLIER LATTIMORE
DELIVERY TICKET NO./TRUCK NO. 7063262
MIX NUMBER AND PROPORTIONS 4 2
CEMENT - - -
WATER - - -
FINE AGGREGATE - - -
COARSE AGGREGATE - - -
ADMIXTURE - - -
COMPRESSION TEST RESULTS
ASTM C39-96
....... ~;E~ClM~ -~ -I~;T~ ............. IOTAL CYLINDER
LABORATORY IDENTIFICATION~. AGE ~ DATE OF LOAD DIAMETER
NUMBER OR SET NO. (DAYS) ~ TEST
/
1136 A 7 J01/05/99 125000 6.00
1136 B 28 ~01/26/99 140000 6.00
1136 C 28 01/26/99 145000 6.00
1136 D H HOLD 6.00
Cylinders picked up by PSI Test results comply wilh applicable
REMARKS: X Cylinders made by PSI represenlalive. X representative, X specificalions.
Cylinders made by Architect's or Test resulls do not comply with
Contractor's representalive. Cylinders delivered to PSi laboratory, applicable specii'ications.
CYLINDER COMPRESSIVEI
AREA STRENGTH
(SQ, IN,) (PSI) I ~PEOFBREAK
28.27 4420'/ Cone
28.27 4950 i Cone
28.27 5130
28.27 I
TECHNICIAN: R. BURTSELL
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT SE INDICATIVE OF THE ENTIRE CONCRETE pLACEMENT,
REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
Respectfully submitted,
Professional Service Industries, Inc.
Professional Service Industries, Inc. · 2556 Gravel Drive · Fort Worth, TX 76118 · Phone 817/284-3783 · Fax 817/284-8942
PSI A-200-4 ($)F