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Town Center L1B1-LR 951107 MOISTURE-DENSITY CURVE MAXIMUM DRY DENSITY: 110.2 PCF 112- OPTIMUM MOISTURE : 16.8 % TEST METHOD : ASTM- D698 SOIL DESCRIPTION : Reddish Brown Sandy Clay (On-site soils) X X 10~- x iO~- X 104 - 102 I I ~ ~ 11 13 15 17 19 21 MOISTURE CONTENT- ~ PROJECT: OVERTON BANK & TRUST BLDG. JOB NO.: DATE: -109.N.D~Tow TAD ROAD 95-173-1 11-07-95 CLIENT: LOCATION: OVERTON BANK & TRUST,COPPELL COPPELL, TX. PLATE 1 PARKLAND ENGiNEERiNG & TESTING, INC. HOISTURE-DENSZTY CURVE MAXIMUM DRY DENSITY: 108.6 PCF OPTIMUM MOISTURE : 14.3 % 110 - TEST METHOD : ASTM- D698 SOIL DESCRIPTION : Brown Sandy Clay W/ Clayey Sand (On-site soils) x 106 - 104 - X X 102 - 100 I [ [ [ , 10 12 14 16 18 20 MOISTURE CONTENT - % PROJECT: OVERTON BANK & TRUST BLDG. JOB NO.: DATE: -1~9, ~_~m~N mAP ROAR 95-173-1 11-07-95 CLIENT: LOCATION: OVERTON BANK & TRUST,COPPELL COPPELL, TX. PLATE 2 PARKLANDENGINEENG& TESTING, INC. PARKLAND ENGINEERING & TESTING, INC. · GEOTECHNICAL ENGINEERING CONSULTANTS ·. 3601 _KlM,DRIVE, SUITE 102 ....... "" I:E.O; BOX 154196 '" '" '"": ~ ~. . ... .,: :. ;...IR~/J~G, TEXAS 7,501 5 .... . PETER YU. M..S., P.E. . _ TEL: (214) 986-1694 PRESIDENT "'FAXi (214) ?{)0-5378 JOB NO.: 95-173-1 DATE: November 07, 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 Coppell, 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. ) (%) . (%) . 11. 5'W.,3'N.of Fire Hydrant(O') 104.3 12.1 96.0 12. 72'W. ,3'N. of Fire Hydrant(O') 108.5 13 .8 99 .9 13. 20'E.,6'N.of Curb Inlet (0') 103.8 12.7 95.6 14. 30'N.,21'E.of Curb Inlet (0') 103.6 13.6 95.4 ( Utility Line Backfills ) 8:00 AM. NOTE~ 1. Tests were conducted for the final subgr&de. 2. Tests 13/ 14 were for the 18" diameter RCP Storm Line backfill. 3. Tests 11 & 12 were taken over the 8" PVC Fire Line backfill. 4. Depths were defined as below the final grades. PARKLAND ENGINEERING & TESTING, INC. Peter Yu, M.S., ~.E. Geotechnical Engineer C.C.: 1- Client 1- Innovative Developers, Inc./ Mr. David Dorris, Project Manager 1- City of Coppe11 / Mr. Larry Davis, Construction Inspector 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 1-Client CLIENT: Overton Bank & Trust COPIES TO: 1-Innovative P.O. Box- 948 Developers, Inc. Coppell, Texas 75019 1-Frank Neal & PROJECT: Overton Bank & Trust Bldg.-102,N.Denton Associates, Inc. Tx. 1-City of Coppell Tap Rd., Coppell, 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: Piers = North' Building Line (Main JOB NO: 95-173-1 Building) COHPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER) CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE 657 11-07-'95 11-14-95 7 day 3,820 C 658 11-07-95 12-05-95 28 day 659 11-07-95 12-05-95 28 day ADMIXTURES --- MEASURED SLUMP 4.0 IN MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- AIR TEMPERATURE 74 °F TIME-BATCH 2~ 39 PM CONCRETE TEMPERATURE 68 °F TIME-TEST 3:45 PM TRUCK NO. 163 SPECIMEN MADE BY: Lab. MIX DESIGN NO. 5.0 Sack mix TECHNICIAN TIME: N/A PARKLAND ENGINEERING & TESTING, 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 75015 PETER YU, M.S., P.E. TEL: (214) 986-1694 PRESIDENT CONCRETE TEST-STRENGTH REPORT FAX: (214) 790-5378 1-Client CLIENT: Overton Bank & Trust COPIES TO: 1-Innovative P.O. Box 948 Developers, Inc. Coppell, Texas 75019 1-Frank Neal & PROJECT: Overton Bank & Trust Bldg.-102,N.Denton Associates, Inc. 1-City of Coppell Tap Rd., Coppell, Tx. CONTRACTOR: Innovative Developers, Inc., Fort Worth, tx P.O.NO: CONCRETE SUPPLIER: Redi Mix Concrete ( Plant I) 28 DAY DESIGN STRENGTH: 3,000 PSI LOCATION: Piers - North Building Line (Main JOB NO: 95-173-1 Building) COKPRESSIVE STRENGTH TESTS (6" X 12" CYLINDER) CYLINDER DATE OF DATE AGE COMPRESSIVE TYPE OF REMARKS NUMBER PLACEMENT TESTED DAYS STRENGTH, PSI FAILURE 657 11-07-95 11-14-95 7 day 3,820 C 658 11-07-95 12-05-95 28 day 3,926 C 659 11-07-95 12-05-95 28 day 3,978 C I ADMIXTURES --- MEASURED SLUMP 4.0 IN MAXIMUM AGGREGATE SIZE --- AIR CONTENT --- AIR TEMPERATURE 74 °F TIME-BATCH 2:39 PM CONCRETE TEMPERATURE 68 "F TIME-TEST 3:45 PM TRUCK NO. 163 SPECIMEN MADE BY: Lab. MIX DESIGN NO. 5.0 Sack mix TECHNICIAN TIME: N/A PARKLAND ENGINEERING & TESTING, INC. C D V T 0 TESTED IN ACCORDANCE WITH ASTM STANDARDS