Town Center L1B1-LR 951221 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
CLIENT: Overton Bank & Trust COPIES TO: l- Client
P.O. Box 948 1- Innovative
Coppell, Texas 75019 Developers,Inc
1- City of Copell
PROJECT: Overton Bank & Trust Building-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: 4,000 PSI
LOCATION: Parking Lot -East Fire Lane @ Approach JOB NO: 95-173-1
:5' E.from W. side curb, 84'N.from
street.
COHPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
SWL-1 12-21-95 12-28-95 7 day 3,530 ---
SWL-2 12-21-95 1-18-96 28 day 5,060 ---
SWL-3 12-21-95 1-18-96 28 day 5,300 ---
SWL-4 12-21-95 Hold Hold
ADMIXTURES 1% calcium added MEASURED SLUMP 7.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT 5.2 %
AIR TEMPERATURE 35 °F TIME-BATCH ---
CONCRETE TEMPERATURE 61 oF TIME-TEST 10: 35 AM
TRUCK NO. 190 SPECIMEN MADE BY: Maxim
MIX DESIGN NO. 4,000 PSI TECHNICIAN TIME: 4.0 hrs.
PARKLAND ENGINEERING & TESTING, INC.
C D V T 0
TESTED IN' ACCORDANCE WITH ASTM STANDARDS
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
CLIENT: Overton Bank & Trust COPIES TO: 1- Client
P.O. Box 948 1- Innovative
Coppell, Texas 75019 Developers,Inc
1- City of Copell
PROJECT: Overton Bank & Trust Building-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: 4,000 PSI
LOCATION: Parking Lot -East Fire Lane @ Approach JOB NO: 95-173-1
:5' E.from W. side curb, 84'N.from
street.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
SWL-1 12-21-95 12-28-95 7 day 3,530 ---
SWL-2 12-21-95 1-18-96 28 day
SWL-3 12-21-95 1-18-96 28 day
SWL-4 12-21-95 Hold Hold
I I
ADMIXTURES 1% calcium added MEASURED SLUMP 7.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT 5.2 %
AIR TEMPERATURE 35 o F T IME-BATCH - - -
CONCRETE TEMPERATURE 61 °F TIME-TEST 10: 35 AM
TRUCK NO. 190 SPECIMEN MADE BY: Maxim
MIX DESIGN NO. 4,000 PSI TECHNICIAN TIME: 4.0 hrs.
PAr~K~ AND E~'GINEERINO & TESTING, INC.
.......
C D V T O
TESTED IN ACCORDANCE WITH ASTM STANDARDS