Town Center L1B1-LR 951108 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-Innvoative
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 (Main Building)-Piers No.26-31) 30B NO: 95-173-1
/ Interior
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
669 11-08-95 11-15-95 7 day 2,688 C
670 11-08-95 12-06-95 28 day
671 11-08-95 12-06-95 28 day
ADMIXTURES --- MEASURED SLUMP 4.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 68 °F TIME-BATCH 11: 01AM
CONCRETE TEMPERATURE 60 °F TIME-TEST '12: 05 PM
TRUCK NO. 191 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5.0 Sack Mix TECHNICIAN TIME: 'N/A
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 1 54196
IRVING, TEXAS 7501 5
PETER YU, M.S., P.E. TEL: (214)986-1694
PRESIDENT CONCRETE TEST-STRENGTH REPORT FAX: (214) 790-5378
Overtor. Bank & Trust 1-Client
CLIENT: P.O. Box 948 COPIES TO: 1-Innvoative
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:
CONCI~ETE SUPPLIER: Redi Mix Concrete ( Plant 1)
28 DAY DESIGN STRENGTH: 3,000 PSI
LOCATION: Piers (Main Buildin§)-Piers No.26-31) JOB NO: 95-173-1
/ Interior
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
669 11-08-95 11-15-95 7 day 2,688 C
670 11-08-95 12-06-95 28 day 3,183 C
671 11-08-95 12-06-95 28 day 3,254 C
I
ADMIXTURES --- MEASURED SLUMP 4.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 68 *F TIME-BATCH 11: 01AM
CONCRETE TEMPERATURE 60 °F TIME-TEST 12: 05 PM
TRUCK NO. 191 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5.0 Sack Mix TECHNICIAN TIME: N/A
C D V T O
TESTED IN ACCORDANCE WITH ASTM STANDARDS