Town Center L1B1-LR 951228 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 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: Fire Lane- 40'S., 15'W. from N.E. JOB NO: 95-173-1
corner of slab.
COMPRESSIVE STRENGTH TESTS (6"X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
SWL-5 12-28-95 1-04-96 7 day 4,740 ---
SWL-6 12-28-95 1-25-96 28 day 4,960 ---
SWL-7 12-28-96 1-25-96 28 day 4,640 ---
SWL-8 12-28-96 Hold Hold
I I
ADMIXTURES 1% Calcium MEASURED SLUMP 7.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT 1.0
AIR TEMPERATURE 50 °F TIME-BATCH ---
CONCRETE TEMPERATURE 60 °F TIME-TEST 11: 55AM
TRUCK NO. 191 SPECIMEN MADE BY: Maxim
MIX DESIGN NO. Mix Number 732 TECHNICIAN TIME: 4.0 hrs.
PAR~G.&-T-ESTING, INC.
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 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: Fire Lane-40'S., 15'W. from N.E. JOB NO: 95-173-1
corner of slab.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
SWL-5 12-28-95 1-04-96 7 day 4,740 ---
SWL-6 12-28-95 1-25-96 28 day
SWL-7 12-28-96 1-25-96 28 day
SWL-8 12-28-96 Hold Hold
ADMIXTURES 1% Calcium MEASURED SLUMP 7.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT 1.0 %
AIR TEMPERATURE 50 ° F TIME-BATCH - - -
CONCRETE TEMPERATURE 60 °F TIME-TEST 11: 55AM
TRUCK NO. 191 SPECIMEN MADE BY: Maxim
MIX DESIGN NO. Mix Number 732 TECHNICIAN TIME: 4.0 hrs.
PARKLA~/NGINEERING & TESTING, INC.
.........
TESTED IN ACCORDANCE WITH ASTM STANDARDS