Town Center L1B1-LR 951211 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, Texas.
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: 125'E. ,30'S. JOB NO: 95-173-1
of S.E.Building Corner
COI~PRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
691 12-11-95 12-15-95 4 day 3,325 C 5 Gallons of water
692 12-11-95 1-08-96 28 day 4,598 C were added after
693 12-11-95 1-08-96 28 day 4,775 C slump testing.
Early break (4th
day) cylinder was
tested @ request of
Gary Childers of
IDI,Inc.
ADMIXTURES Air MEASURED SLUMP 3.5 IN
MAXIMUM AGGREGATE SIZE AIR CONTENT ---
AIR TEMPERATURE 48 °F TIME-BATCH 9:16AM
CONCRETE TEMPERATURE 44 °F TIME-TEST 10:15 AM
TRUCK NO. 196 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 6 Sack Mix/Air TECHNICIAN TIME: 4.0 hrs.
.'W.EERING & TESTING, INC.
-f
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
FAX: (214) 790-5378
PRESIDENT CONCRETE TEST-STRENGTH REPORT
Over:on 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, Texas.
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: 125'E. ,30'S. JOB NO: 95-173-1
of S.E.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
691 12-11-95 12-15-95 ~ day 3,325 C 5 Gallons of water
692 12-11-95 1-08-96 28 day were added after
693 12-11-95 1-08-96 28 day slump testing.
Early break (4th
day) cylinder was
tested @ request of
Gary Childers of
IDI,Inc.
ADMIXTURES Air MEASURED SLUMP 3.5 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 48 °F TIME-BATCH 9: 16AM
CONCRETE TEMPERATURE 44 °F TIME-TEST 10: 15 AM
TRUCK NO. 196 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 6 Sack Mix/Air TECHNICIAN TIME: 4.0 hrs.
PAR~RING & TESTING, INC.
C D V T 0
TESTED IN ACCORDANCE WITH ASTM STANDARDS