Town Center L1B1-LR 951109 PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
3601 KlM DRIVE, SUITE 102
P.O. BOX 154196
IRVING, TEXAS 7501 5
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-Frank Neal &
PROJECT: Overton Bank & Trust Bldg.-102,N.Denton Associates, Inc.
Tap Road, Coppell, Tx. 1-City Of Coppell
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: Piers (Drive-In Facility) :West Bldg. JOB NO: 95-173-1
Line area
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
672 11-09-95 11-16-95 7 day 2,653 C
673 11-09-95 12-07-95 28 day
674 11-09-95 12-07-95 28 day
ADMIXTURES MEASURED SLUMP 4[ IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 56 ° F T IME-BATCH
CONCRETE TEMPERATURE 52 °F TIME-TEST 10: 35 AM
TRUCK NO. 129 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix TECHNICIAN TIME: N/A
PARKLAND ENGINEERING & TESTING, INC.
C D V T O
TESTED lb,' 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
0verton Bank & Trust 1-Client
CLIENT: P.O. Box 948 COPIES TO: 1-Innovative
Coppell, Texas 75019 Developers,Inc.
1-Frank Neal &
PROJECT: Overton Bank & Trust Bidg.-102,N.Denton Associates,Inc.
Tap Road, Coppell, Tx. 1-City Of Coppell
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: Piers (Drive-In Facility) :West Bldg. JOB NO: 95-173-1
Line area
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
672 11-09-95 11-16-95 7 day 2,653 C
673 1i-09-95 12-07-95 28 day 3,325 C
674 11-09-95 12-07-95 28 day 3,389 C
ADMIXTURES MEASURED SLUMP 4~ IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 56 °F TIME-BATCH
CONCRETE TEMPERATURE 52 °F TIME-TEST 10: 35 AM
TRUCK NO. 129 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack Mix TECHNICIAN TIME: N/A
,PAR~O-i~ TESTING, INC.
C D V T O
TESTED IN ACCORDANCE WITH ASTM STANDARDS