Town Center L1B1-LR 960104 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, Texas75019 Developers, Inc.
1-City of Coppell
PROJECT: Overton Bank & Trust Bldg.-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/Fire Lane-45'N., 26 'W. of JOB NO: 95-173-1
N.W. Building Corner.
COEPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
697 1-04-96 1-11-96 7 day 3,113 C 5 gallons of water
698 1-04-96 2-01-96 28 day 4,174 C were added prior
699 1-04-96 2-01-96 28 day 4,118 C to slump testing.
ADMIXTURES 1% Calcium MEASURED SLUMP 54 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 48 °F TIME-BATCH 8: 33 AM
CONCRETE TEMPERATURE 52 °F TIME-TEST 9: 15 AM
TRUCK NO. 116 SPECIMEN MADE BY'. Lab.
MIX DESIGN NO. 6 Sack Mix TECHNICIAN TIME: 4.0hrs.
PA~TING, 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 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:l_innovative
Coppell, Texas75019 Developers, Inc.
1-City of Coppell
PROJECT: Overton Bank & Trust Bldg.-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: Parkin§ Lot/Fire Lane-45'N. ,26'W.of JOB NO: 95-173-1
N.W. Building Corner.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
697 1-04-96 1-11-96 7 day 3,113 C 5 gallons of water
698 1-04-96 2-01-96 28 day were added prior
699 1-04-96 2-01-96 28 day to slump testing.
ADMIXTURES 1% Calcium MEASURED SLUMP 5% IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 48 °F TIME-BATCH 8:33 AM
CONCRETE TEMPERATURE 52 °F TIME-TEST 9: 15 AM
TRUCK NO. 116 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 6 Sack Mix TECHNICIAN TIME: 4.0hrs.
C D V T O
TESTED IN' ACCORDANCE \VITH ASTM STANDARDS