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Magnolia Park-LR 980820FUGRO SOUTH, INC. CLIENT: PROJECT: Numl~r 1 FIELD DENSITY REPORT Eastern Development Magnolia Park, Coppell, Texas 2~ REPOi Pr DATE PERF0~ED: ~,u~, 5~ ,!998 , MOISTURE/DENSITY RELATIONS Material Description Brown and gray shaley clay TEST PROCTOR NO. NO. 903 1 904 1 905 1 lO Virgo Lane; )72) ~1-830~; Dallas. Texas 75229 Fax (972) 620-7328 906 1 907 I 908 I 909 I T DATE: August 20, 1998 [OJECT NO.: 0771-2112 Page 1 LOCATION Prm Maximum Dry Denllt~ 97.0 TEST RESULTS 4 inch Sanitary sewer service, Block E, lot 28, 3 feet below grade 4 inch Sanitary sewer service, Block E, lot 29, 2 feet below grade 4 inch Sanitary sewer service, Block E, lot 30, 1 foot below grade 4" inch Sanitary sewer service, Block E, lot 31, 3 feet below grade 4" inch Sanitary sewer service, Block E, lot 32, 2 feet below grade 4 inch Sanitary sewer service. Block E, lot 33, 1 foot below grade 4 inch Sanitary sewer service. Block E, lot 36, 3 feet below grade ,~or Results 910 I 4 inch lot 37, 911 1 4 inch lot 42, 912 1 4 inch lot 43, 913 1 4 inch lot 44, 914 1 4 inch lot 45, 915 1 4 inch lot 46, 916 1 4 inch lot 47, Sanitary sewer serv~e Block E, 2 feet below grade Sanitary sewer serv~=e Bloc~ E, 1 foot below grade Sanitary sewer service Block E, 3 feet below grade Sanitary sewer service Block E, 2 feet below grade Sanitary sewer service Block E, 1 foot below grade Sanitary sewer service Block E, 2 feet below grade Sanitary sewer servIce Block E, 1 foot below grade UNIT DRY MC)IS WEIGHT CONTENT 96.3 23 93.2 27 94.3 24 92.4 2E 92.6 2 94.0 2 94,0 24 92.4 27 92.4 2E 96.3 2~ 92.5 2'~ 93.0 2~ 92.1 Optimum Moisture (%) 24.0 .9 99.3 .4 96.1 .9 97.2 .9 95.3 .0 99.1 .6 95.5 .4 96.9 .1 95.3 .3 95.3 .0 99.3 .2 95.4 .6 95.9 .6 95.0 1JRE PERCENT OF PERCENT MAXIMUM DENSITY FUGRO SOUTH, INC. CLIENT: PROJECT: Eastern Development Magnolia Park, Coppell, Texas 28 FIELD DENSITY REPORT REPOI DATE PERFORMED: Au~lu~t 5, 1998, TEST RESULTS TEST PROCTOR LOCATION UNIT DRY NO. NO. WEIGHT 917 1 3xTx4 RCB, left centertine, Station 0+50, 93.6 1 foot below grade 918 1 3x7x4 RCB, right centedine, Station 1+00, 93.0 2 feet below grade 919 1 3xTx4 RCB, left centerline, Station 1 +50, 92.5 3 feet below grade 920 1 3+7x4 RCB, right centerline, Station 1+00, 93.8 4 feet below grade 921 1 3+8x4 RCB, centerline, Station 0+50, 1st 94.5 lift 922 1 3+8x4 RCB, centertine, Station 1+00, 2nd 93.5 lift 923 1 3+8x4 RCB, centerline, Station 1 +50, 3nd 92.2 lift Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician I0 Virgo Lane; Dallas, Texas 75229 972) 484-8301; Fax (972) 620-7328 SMH/ern Distribution: Eastern Development - Presto~ Skaggs City of Coppell - Larry Davis ~' DATE: August 20, 1998 [OJECT NO.: 0771-2112 Page 2 MOIS~I'URE PERGENT OF CONTENTIPERCENT MAXIMUM DENSITY 24 26 25 26 28 25 26 FUGRO SOUTH, INC. Checked by: ~ .4 96.5 .6 95.9 .6 95.4 .0 96.7 .3 95.0 98.4 95.1