Town Center L1B1-LR 951214 PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
3601 KlM DRIVE, SUITE 102
P.O. BOX 154196
IRVING, TEXAS 75015
PETER YU. M.S., P.E. TEL.' (214) 986-1694
PRESIDENT CONCRETE TEST-STRENGTH REPORT FAX: (214) 790-5378
Overton Bank & Trust 1-Client
CLIENT: P.O. Box 948 COPIES TO: 1-Innovative
Coppell, Texas 75019 Developers, Inc.
1-City of Coppell
PROJECT: Overton Bank & Trust Bldg.-102,N.Denton
Tap Road, Coppell, Tx.
CONTRACTOR: Innovative Developers, Inc. ,Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete ( Plant 1)
28 DAY DESIGN STRENGTH: 3,000 PSI
95-173-1
LOCATION: Drive-In Facility: 25'S. ,12'E.of JOB NO:
N.W. Canopy Corner/ Pavement.
COEPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
694 12-14-95 12-21-95 7 day 3,042 C
695 12-14-95 1-11-96 28 day 3,608 C
696 12-14-95 1-11-96 28 day 3,659 C
I
ADMIXTURES AEA MEASURED SLUMP 4.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 76 °F TIME-BATC~ 8:37 AM
CONCRETE TEMPERATURE 68 °F TIME-TEST 9: 20 AM
TRUCK NO. 106 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix TECHNICIAN TIME: 4.0 hrs.
o f Failure: PARKLAND ENGINEERING & TESTING, INC.
Typ
e
s
Peter Yu, M. S., P. E.
C D Y T O
TESTED IN ACCORDANCE WITH ASTM STANDARDS
PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
3601 KlM DRIVE, SUITE 102
P.O. BOX 1 54196
IRVING, TEXAS 75015
PETER YU, M.S., P.E. TEL: (214) 986-1694
PRESIDENT CONCRETE TEST-STRENGTH REPORT FAX: (214) 790-5378
Overton Bank & Trust 1-Client
CLIENT: P.O. Box 948 COPIES TO: 1-Innovative
Coppell, Texas 75019 Developers, Inc.
1-City of Coppell
PROJECT: Overton Bank & Trust Bldg.-102,N.Denton
Tap Road, Coppell, Tx.
CONTRACTOR: Innovative Developers, Inc. ,Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete ( Plant 1)
28 DAY DESIGN STRENGTH: 3,000 PSI
95-173-1
LOCATION: Drive-In Facility: 25'S. ,12'E.of JOB NO:
N.W. Canopy Corner/ Pavement.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
694 12-14-95 12-21-95 7 day 3,042 C
695 12-14-95 1-11-96 28 day
696 12-14-95 1-11-96 28 day
I
ADMIXTURES AEA MEASURED SLUMP 4.0 IN
MAXIMUM AGGREGATE SIZE AIR CONTENT --- %
AIR TEMPERATURE 76 OF TIME-BATCH 8:37 AM
CONCRETE TEMPERATURE 68 °F TIME-TEST 9: 20 AM
TRUCK NO. 106 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix TECHNICIAN TIME: 4.0 hrs.
~Typ e sEo f Fa ~ E ~i lure: -~' - '~ter Y~ ~~ PARKLANDS, ~N_'G~NEERING & TESTING, INC.
C D V T 0 ~/
TESTEI) IN ACCORDANCE WITH AS'FM STANDARDS