Town Center L1B1-LR 951121 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:
Coppell, Texas 75019 1-Innovative
Developers, Inc.
1-City of Coppel!
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: 3,000 PSI
LOCATION: Street Approach ( Sandy Lake Road JOB NO: 95-173-1
S.E.entrance/S.W.~ Section)
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
676 11-21-95 11-28-95 7 day 2,405 C
677 11-21-95 12-19-95 28 day 3,360 C
678 11-21-95 12-19-95 28 day 3,325 C
I
ADMIXTURES --- MEASURED SLUMP 6~ IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 74 °F TIME-BATCH 11: 50AM
CONCRETE TEMPERATURE 68 °F TIME-TEST 12: 20 PM
TRUCK NO. 172 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. Code 906/3,000 PSI TECHNICIAN TIME: 4.0 hrs.
PARKLAND ENGINEERING & TESTING, INC.
l~er Yu, M. S., P.
C D V T 0
TESTED IN ACCORDANCE WITH ASTM STANDAP, DS
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:
Coppell, Texas 75019 1-Innovative
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'. 3,000 PSI
LOCATION: Street Approach ( Sandy Lake Road JOB NO: 95-173-1
S.E.entrance/S.W.~ Section)
COMPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER)
CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS
NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE
676 11-21-95 11-28-95 7 day 2,405 C
677 11-21-95 12-19-95 28 day
678 11-21-95 12-19-95 28 day
ADMIXTURES --- MEASURED SLUMP 6% IN
MAXIMUM AGGREGATE SIZE --- AIR CONTENT ---
AIR TEMPERATURE 74 *F TIME-BATCH 11: 50AM
CONCRETE TEMPERATURE 68 °F TIME-TEST 12: 20 PM
TRUCK NO. 172 SPECIMEN MADE BY: Lab.
MIX DESIGN NO. Code 906/3,000 PSI TECHNICIAN TIME: 4.0 hrs.
PAR~F..RING & TESTING, INC.
TESTED IN ACCORDANCE WITH ASTM STANDARDS
PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEE~NG 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 mX: (214) 790-5378
~OB NO.: 95-~73-~
DATE: November 21, 1995
REPORT OF: Soil Tests Utilizing Nuclear Density Gauge
FOR: Overton Bank & Trust, Coppell, Texas.
PROJECT: Overton~Ban~ & Trust Duil~ing - 102, N. Denton Tap Road
Coppe11, Texas.
PROCTOR: 108.6 P.C.F.@ 14.6% ( Brown Sandy Clay w/ clayey
sand: On-site soils )
LOCATION DENSITY MOISTURE MAX.DENSITY
(P.C.F.) (%) . (%) .
15. 15'E of Water Valve (0') 103.8 14.3 95.6
16. 48'W.,36'S.of N.W.Corner(0') 105.0 15.1 96.7
17. 33'W.,2'N.of N.W.Corner (0') 105.2 15.4 96.9
( West / Gas & Water Utility Line )
18. 42'E.,38'S.of S.E.Corner(0') 104.4 14.2 96.1
19. 30'E.,3'N.of S.E.Corner (0') 104.8 15.9 96.5
( East/ Power Line Twin 4"diameter PVC pipes) 10:15AM.
NOTE:
1. Tests were conducted for the utility line crossings.
2. Tests No. 15 thru 17 were for West gas/water line backfills.
3. Tests No. 18 & 19 were for the East Power Line backfills.
4. Test Locations were referenced to the Building corners.
PARKLAND ENGINEERING & TEBTING~ INC.
Peter Yu, M.S., P.E%~
Geotechnical Engineer
C.C.:
1- Client
1- Innovative Developers, Inc./ Mr. Davi4 Dorris, Project Manager
1- City of Coppe11 / Mr. Larry Davis, Construction Inspector