Town Center L1B1-LR 951130 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 COPSES TO: 1-Innvoative
Coppell, Texas 75019 Developers, Inc.
1-City of Coppell
PROJECT.' Overton Bank & Trust Bldg.-102,N.Denton 1-Frank Neal &
Tap Road,Coppell, Tx. Associates, Inc.
CONTRACTOR: Innovative Developers, Inc., Fort Worth,Tx.
?.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete ( Plant 1)
28 DAY DESIGN STRENGTH: 4,000 PSI
LOCATION: Slab-Vault Area ( S.E.Bldg. Corner) JOB NO: 95-173-1
(Set 1 / high strength concrete)
-First 54 cubic yards only.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF RF24AKKS
Nlfl4BER PLACEHENT TESTED DAYS STRENGTH, PSI FAILURE
679 11-30-95 12-04-95 4 day 3,714 C Early breakcylinde:
680 11-30-95 12-28-95 28 day 4,457 C
681 11-30-95 12-28-95 28 day 4,549 C
I
ADMIXTURES --- MEASURED SLUMP 3~ IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 43 oF TIME-BATCH 6: 00 AM
CONCRETE TEMPERATURE 40 °F TIME-TEST 6: 25 AM
TRUCK NO. 191 SPECIMEN MADE BY.' Lab.
MIX DESIGN NO. 6 Sack (4,000 PSI) TECHNICIAN TIME: 5.0 hrs.
P~D ENGINEERING & TESTING, INC.
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: 1-Innovative
Coppell, Texas 75019 Developers, Inc.
1-City of Coppell
PROJECT.' Overton Bank & Trust Bldg.-102,N.Denton 1-FrankNeal &
Tap Road, Coppell,Tx. Associates, Inc.
CONTRACTOR.. Innovative Developers, Inc., Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER: Redi Mix Concrete (Plant 5)
28 DAY DESIGN STRENGTH.' 3,000 PSI
LOCATION: Slab & Beam: Northeat Bldg. Corner JOB NO: 95-173-1
(Set 2/ Regular concrete)
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
682 11-30-95 12-07-95 7 day 3,431 C 5gallons of water
683 11-30-95 12-28-95 28 day 4,315 C were added after
684 11-30-95 12-28-95 28 day 4,244 C slump test.
ADMIXTURES --- MEASURED SLUMP 3.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 48 oF TIME-BATCH 7: 15 AM
CONCRETE TEMPERATURE 42 oF TIME-TEST 8:15 AM
TRUCK NO. 603 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 5 Sack (3,000 PSI) TECHNICIAN TIME: 5.0 hrs.
PARKLAND EN~GINEERI~STING, INC.
C D V T O
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 Bldg.-102,N.Denton 1-FrankNeal &
Tap Road, Coppell,Tx. Associates, Inc.
CONTRACTOR: Innovative Developers, Inc., Fort Worth,Tx.
P.O.NO:
CONCRETE SUPPLIER; Redi Mix Concrete (Plant 5)
28 DAY DESIGN STRENGTH: 3,000 PSI
LOCATION: Slab & Beam: Northeat Bldg. Corner JOB NO; 95-173-1
(Set 2/ Regular concrete)
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
682 11-30-95 12-07-95 7 day 3,431 C 5gallons of water
683 11-30-95 12-28-95 28 day were added after
684 11-30-95 12-28-95 28 day slump test.
ADMIXTURES --- MEASURED SLUMP 3.0 IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- %
AIR TEMPERATURE 48 *F TIME-BATCH 7: 15 AM
CONCRETE TEMPERATURE 42 oF TIME-TEST 8: 15 AM
TRUCK NO. 603 SPECIMEN MADE BY.' Lab.
MIX DESIGN NO. 5 Sack (3,000 PSI) TECHNICIAN TIME: 5.0 hrs.
PARKLAND E~._.INEERING & TESTING, INC.
eter Yu, M. S., P. E.
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
FAX: (214) 790-5378
PRESIDENT CONCRETE TEST-STRENGTH REPORT
Overton Bank & Trust 1-Client
CLIENT: P.O. Box 948 COPIES TO: 1-Innvoative
Coppell, Texas 75019 Developers, Inc.
1-City Of Coppell
PROJECT: Overton Bank & Trust Bldg.-102,N.Denton 1-Frank Neal &
Tap Road,Coppell, Tx. Associates, Inc.
CONTRACTOR: Innovative Developers, Inc., Fort Worth,Tx.
P.O.NO:
CONCP. ETE SUPPLIER: Redi Mix Concrete ( Plant 1)
28 DAY DESIGN STRENGTH: 4,000 PSI
LOCATION: Slab-Vault Area ( S.E.Bldg. Corner) JOB NO: 95-173-1
(Set 1 / high strength concrete)
-First 54 cubic yards only.
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
679 11-30-95 12-04-95 4 day 3,714 C Early break cylinder
680 11-30-95 12-28-95 28 day
681 11-30-95 12-28-95 28 day
ADMIXTURES --- MEASURED SLUMP 3% IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 43 oF TIME-BATCH 6: 00 AM
CONCRETE TEMPERATURE 40 °F TIME-TEST 6:25 AM
TRUCK NO. 191 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. 6 Sack (4,000 PSI) TECHNICIAN TIME: 5.0 hrs.
PARING & TESTING, INC.
C D V T O
TESTED IN ACCORDANCE %VITH ASTM STANDARDS