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Northlake 635(7)-LR 971125IN-PLACE DENSITY 2"_ STING -' ENGINEERING, LNC. 8901 Carpenter Fr~3'., Suite #I00 Dallas, Texas 75247 Date of Service: 11/17/1997 Report No.: 9724883 Report Date 11/25/1997 Client No.: 71765000 Project No.: 43-2479-97 Client: Prentiss Properties Limited, InC.Atm: David Glass Project: Calling Centercoppell, Texas COPY 3890 W. N.W. Hx~3,, Suite 400 Dallas TX 75220 Services: In-place density testing. PROJECT DATA CONTRACTOR: Butler Construction I.aboratory Test Method: ASTM D-698 Field Test Method: ASTM D-2922 ASTM D-3017 MOISTURE DENSITY RELATIONS: Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Yellowish tan shaley clay 20.0 108.0 Min. +4% 92% 2 w/small gravel 0.0 0.0 FIELD DENSITY TESTS TEST M/D MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pet) (% max) 1 NE comer, 40' south & 60' west, Subgrade 1 25.1 100.3 93 2 NE comer, 40' south & 60' west, 1st lift 1 25.0 100.7 93 3 NE comer, 40' south & 120' west, Subgrade 1 26.0 100.5 93 4 NE comer, 40' south & 120' west, 1st lift 1 25.5 100.4 93 5 NE comer, 40' south & 180' west, subgrade 1 25.7 100.7 93 6 NE comer, 40' south & 180' west, 1st lilt 1 25.3 100.9 93 7 NE corner, 40' south & 240' west, Subgrade 1 24.9 100.9 93 8 NE comer, 40' south & 240' west, 1st lift 1 25.6 101.1 94 9 NE comer, 40' south & 300' west, Subgrade 1 24.7 100.3 93 10 NE comer, 40' south & 300' west, 1st lift 1 25.0 100.5 93 11 NE comer, 40' south & 360' west, Subgrade 1 25.9 100.7 93 12 NE comer, 40' south & 360' west, 1st lift 1 25.3 101.0 94 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the x~xitten approval of IIBC Engineering, Inc. 07 Page 1 of 2 Report No.: 9724883 ~ ~ ill" ~ ~ TEST M/D MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pcf) (% max) 13 NE comer, 110' south & 300' west, Subgrade 1 25.1 101.1 94 14 NE comer, 110' south & 300' west, 1st lift 1 25.4 101.1 94 15 NE comer, 110' south & 200' west, Subgrade 1 25.6 100.9 93 16 NE comer, 110' south & 200' west, 1 st lift 1 25.3 101.0 94 17 NE comer, 110' south & 100' west, Subgrade 1 24.9 100.7 93 18 NE comer, 110' south & 100' west, 1st lilt 1 25.0 100.7 93 19 NW comer, 40' south & 110' east, 3rd liti 1 24.7 101.0 94 20 NW comer, 40' south & 110' east, 2nd lift 1 24.9 101.1 94 21 NW corner, 40' south & 220' east, 3rd lift 1 25.3 99.9 93 22 NW comer, 40' south & 220' east, 2nd lilt 1 25.1 99.8 92 23 NW comer, 40' south & 340' east, 3rd lift 1 24.3 99.5 92 24 NW comer, 40' south & 340' east, 2nd lilt 1 24.8 100.3 93 25 NW comer, 80' south & 390' east, 3rd lift 1 24.7 100.7 93 26 NW comer, 80' south & 390' east, 2nd lift I 24.9 100.9 93 27 NW comer, 80' south & 250' east, 3rd lift 1 25.3 101.1 94 28 NW comer, 80' south & 250' east, 2nd lift 1 25.7 100.3 93 29 NW comer, 80' south & 150' east, 3rd lilt I 25.6 101.1 94 30 NW comer, 80' south & 150' east, 2nd lift 1 25.4 101.2 94 31 NW comer, 140' south & 90' east, 3rd lift 1 24.3 101.0 94 32 NW comer, 140' south & 90' east, 2nd lift I 24.7 99.5 92 33 NW comer, 140' south & 180' east, 3rd lift 1 24.9 99.8 92 34 NW comer, 140' south & 180' east, 2nd lift 1 24.7 100.4 93 35 Nq, V comer, 140' south & 310' east, 3rd lift 1 25.1 100.5 93 36 NW comer, 140' south & 310' east, 2nd lift 1 25.3 100.7 93 Test results on this report meet project specification. Technician: Tex King ~ Engineering, Inc. Report Distribution: Prentiss Properties Limited, Inc. (1) llalff Associates, Inc. Butler Construction ( 1 ) City of Coppe3 Paul D. Smith, P.E. Alliance Architects, Inc. (1) lICBeck Corm'actors Senior Project Engineer Brockette Davis Drake, lnc. ( 1 ) City of Coppc!l This report is exclusively for thc use of the client indicated abo~ e and shall not be reproduced except in full ~ ithout the written approval of HBC Engineering, Inc. Page 2 of 2