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Town Center L1B1-LR 951106 PARKLAND ENGINEERING & TESTING, INC. GEOTECHNICAL ENGINEE~NG CONSULTANTS 3601 KlM DRIVE, SUITE 102 P.O. BOX 154196 IRVING, TEXAS 75015 PETER YUo M.S.. P.E. TEL: (214)986-1694 PRESIDENT ~X: (214) 790-5378 JOB NO.: 95-173-1 DATE: November 06, 1995 REPORT OF: Soil Tests Utilizing Nuclear Density Gauge FOR: Overton Bank & Trust, Coppell, Texas. PROJECT: Overton Bank & Trust Building - 102, N. Denton Tap Road Coppe11, Texas. PROCTOR:(1) 110.2 P.C.F. @ 16.8 % ( Reddish Brown Sandy Clay) (2) 108.6 P.C.F.@ 14.6% ( Brown Sandy Clay w/ clayey sand: On-site soils ) LOCATION DENSITY MOISTURE MAX.DENSITY (P.C.F.) (%) · (%) · 1. 36'S.,75'E.of S.E.Corner (0') 104.8 20.4 95.1 2. 20'N.,52;E.of S.E.Corner (0') 106.6 18.3 96.7 3. 38'N.,96'E.of S.E.Corner (0') 106.2 17.4 96.4 4. 12'N.,30'E.of S.E.Corner (0') 108.9 16.5 98.8 5. 20'N.,94'E.of N.E.Corner (0') 106.5 20.0 96.6 6. 24'E.,18'N.of N.W.Corner (0') 105.2 16.2 95.5 ( Parking Lot ! Fire Lane ~ubgrade ) 7. 44'N.,16'E.of Curb Inlet (0') 104.8 12.1 96.5 8. 15'E.,6'N.of Curb Inlet (1') 103.6 11.9 95.4 9. 18'W.,3'N.of Fire Hydrant(2') 105.4 12.8 97.0 10. 66'W.,3'N.of Fire Hydrant(3') 104.8 12.9 96.5 ( Utility Line Backfills ) 2:30 P.M. Overton Ban~ & Trust Bldg., Coppe11,Tx. Page 2 of 2/95-173-1 (Density) NOTE: 1. Tests were conducted for the Paved Area - Subgrade. 2. Test locations were referenced to the building corners or noted otherwise. 3. Tests & & 8 were for the 18" diameter RCP Storm Line backfill. 4. Tests 9 and 10 were taken over the 8" PVC Fire Line backfill. 5. Depths were defined as below the final grades. PARKLAND ENGINEERING & TESTING, INC. Peter Yu, M.S., P.E. Geotechnical Engineer C.C.: 1- Client 1- Innovative Developers, Inc./ Mr. D&vi4 Dorris, Project Manager 1- city of Coppell / Mr. Larry Davis, Construction Inspector PARKLAND ENGINEERING & TESTING, INC.