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Westbury Manor-LR 990226
FUGRO SOUTH, INC. 2880 Virgo Lane; Dall~, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: FIELD DENSITY REPORT Ryland Homes REPORT DATE: February 26, 1999 Westbury Manor, Coppell, Texas PROJECT NO.: 0781-2277 Page 1 Number 1 2 TEST NO. 17 18 19 20 21 23 24 25 26 27 28 29 30 · DATE PERFORMED: February 19~ 1999 Description Medium brown silty sandy clay Dark brown and reddish tan sandy clay mix PROGTOR NO. 1 2 Maximum Dry Density (pcf) 107.7 104.7 MOISTURE/DENSITY RELATIONS Material Proctor Results Optimum Moisture (%) 17,2 19.4 Sanitary sewer, Line S-1, Station 1+90, 6 feet below grade Sanitary sewer, Line S-1, Station 1 +90, 4 feet below grade Sanitary sewer, Line S-1, Station 1 +90, 2 feet bellow grade· :~ . ~ .: . Sanitary sewer, Line S-1, Station 4+90, 6 feet below grade Sanitary sewer, Line S-1, Station 4+90, 4 feet below grade Sanitary sewer, Line S-1, Station 4+90, 2 feet below grade Sanitary sewer, Line S-1, Station 7+90, 6 feet below grade Sanitary sewer, Line S-1, Station 7+90, 4 feet below grade *" Sanitary sewer, Line S-1, Station 7+90, 2 feet below grade Sanitary sewer, Line S-1, Station 10+90, 6 feet below grade Sanitary sewer, Line S-1, Station 10+90, 4 feet below grade Sanitary sewer, Line S-1, Station 10+90, 2 feet below grade Sanitary sewer, Line S-1, Station 13+90, 6 feet below grade Sanitary sewer, Line S-1 Station 13+90, 4 feet below grade UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 105.1 17.4 97.6 105.5 17.2 98.0 103.8 18.1 96.4 103.1 18.5 95.8 103.5 18.7 96.1 102.7 18.7 95.4 100.4 20.2 95.9 100.0 20.9 95.5 101.5 19.9 96.9 103.7 18.0 96.3 103.9 18.6 96.5 105.8 18.7 98.2 104.9 17.9 97.4 104.5 18.0 97.0 TEST RESULTS 2 LOGATION FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 4848301; Fax (972) 620-7328 CUENT: PROJECT: FIELD DENSITY REPORT Ryland Homes REPORT DATE: February 26, 1999 Westbury Manor, Coppell, Texas PROJECT NO.: 0781-2277 Page 2 TEST NO. PROCTOR NO. DATE PERFORMS:, Februa~ 19, 1999 TEST RESULTS LOCATION UNIT DRY MOISTURE WEIGHT CONTENT PERCENT PERCENT OF MAXIMUM DENSITY 31 1 32 I 33 1 34 1 35 1 36 1 37 1 38 1 Sanitary sewer, Line S-1, Station 13+90, 2 105.6 feet below grade Sanitary sewer, Line S-1, Station 16+90, 6 104.1 feet below grade Sanitary sewer, Line S-1, Station 16+90, 4 102.8 feet below grade Sanitary sewer, Line S-1, Station 16+90, 2 104.7 feet below grade Sanitary sewer service, Block 2, lot 8, 2 105.9 feet below grade Sanitary sewer service, Block 2, lot 9, 2 104.9 feet below grade Sanitary sewer service, Block 2, lot 10, 2 103.7 feet below grade Sanitary sewer service, Block 2, lot 11,2 104.5 feet below grade 18.5 17.9 18.6 18.8 17.6 18.0 18.1 17.7 Remarks: All densities meet project specifications unless otherwise noted. Jason Brimingham Fugro South Technician FUGRO SOUTH INC. 98.1 96.7 95.5 97.2 98.3 97.4 96.3 97.0 SMH/em Distribution: Ryland Homes - Mark Gaines j City of Coppell - Larry Davis" Goodwin & Marshall - David Gregory Site Concrete Inc. - Melissa Uselding Reviewed by: