Town Center L1B1-LR 951205 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
1-Client
CLIENT: Overton Bank & Trust COPIES TO: 1-Innovative
P.O. Box 948 Developers, Inc.
Coppell, Texas 75019 1-City of Coppell
PROJECT: Overton Bank & Trust Bldg. -102,N.Denton
Tap Road, Coppell, Texas.
O0~RACTOR: Innovative Developers, Inc. ,Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete (Plant 1)
28 DAY DESIGN STRENGTH: 3,000 PSI
LOCATION: Parking Lot: 58'S. ,46'E.of S.E.Bldg. JOB NO: 95-173-1
corner.
COMPRESSIVE STRENGTH TESTS ($" X 12"' CYLINDER)
CYLINDER DATE OF DATE AGE COI~PRESSIVE TYPE OF REHARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
685 12-05-95 12-12-95 7 day 3,042 C 5 gallons ofwater
686 12-05-95 1-02-96 28 day 3,961 C were added before
687 12-05-95 1-02-96 28 day 3,997 C slump testing.
ADMIXTURES Air MEASURED SLUMP 4 . 0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 58 o F TIME-BATCH 5: 30 AM
CONCRETE TEMPERATURE 49 °F TIME-TEST 6:28 AM
TRUCK NO. 116 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix /Air TECHNICIAN TIME: 5.0 hrs.
PARKLAND ENGINEERING & TESTING, INC.
e~te~Yu, M. S., P.E. ~
C D V T 0
TESTED IN ACCORDANCE ~VITH ASTM STANDARDS
'-' A '~
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
1-Client
CLIENT; Overton Bank & Trust COPIES TO; 1-Innovative
P.O. Box 948 Developers, Inc.
Coppell, Texas 75019 1-City of Coppell
PROJgCT: Overton Bank & Trust Bldg. -102,N.Denton
Tap Road, Coppell, Texas.
CONTRACTOR.' Innovative Developers, Inc. ,Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete (Plant 1)
28 DAY DESIGN STRENGTH: 3,000 PSI
LOCATION: Parking Lot: 58'S. ,46'E.of S.E.Bldg. JOB NO: 95-173-1 corner.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
685 12-05-95 12-12-95 7 day 3,042 C 5gallons of water
686 12-05-95 1-02-96 28 day were added before
687 12-05-95 1-02-96 28 day slump testing.
ADMIXTURES Air MEASURED SLUMP 4 · 0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 58 OF TIME-BATCH 5: 30 AM
CONCRETE TEMPERATURE 49 °F TIME-TEST 6:28 AM
TRUCK NO. 116 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix /Air TECHNICIAN TIME: 5.0 hrs.
PARKLAND ENGI~_E_~RING & TESTING, INC.
C D V T 0
TESTED IN ACCORDANCE WITH ASTM STANDARDS