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Magnolia Park-LR 980708 (2)
FUGRO SOUTH, INC. CLIENT: PROJECT: FIELD DENSITY REPORT Eastern Development Magnolia Park, Coppe#, Texas Number Material Brown sandy clay mixed with tan and gray calcareous clay TEST RESULTS TEST PROCTOR NO. NO. 663 1 664 1 665 1 666 1 667 1 668 1 669 1 670 1 671 1 672 1 MOISTURE/DENSITY RELATIONS Prm ~amdmum 108.3 UNIT DRY MC)~ WEIGHT CONTENT 8 inch water line, Levee Place, station 107.1 1+00, 2 1/2 feet below grede 8 inch water line, Levee Place, station 106.0 1 1+50, 18 inches below grade 8 inch water line, Levee Place, station 105.0 2( 2+00, I foot below grade 8 inch water line, Levee Place, station 105.5 11 2+50, 2 1/2 feet below grade 8 inch water line, Levee Place, station 105.0 3+00, 18 inches below grade 8 inch water line, Levee Place, station 103.1 3+50, I foot.below grade 8 inch water line, north Natches Trace, 103.3 station 0+50, 18 inches below grade 8 inch water-line, north Natches Trace, 106.4 1' station 0+60, I foot below grade 8 inch water line, south Natches Trace, 105.1 station 0+50, 18 inches below grade 8 inch water line, south Natches Trace, 103.8 1 station 0+80, 1 foot below grade LOCATION Remarks: All densities meet project specifications unless otherwise noted. Bud Cooper Fugm South Technician FUGRO SOUTH, IN( Checked by.~'- ' [ - SMHImv Distribution: Eastern Development - Preston Skaggs City of Coppetl - Larry Davis -~ Metro-Plex Excavating - Paul Bceco ~0 wgo Lane; F?2) 484-8~1; ~,;;~. Fax (972) ORT DATE: JuN 8, 1998 [OJECT NO.: 0771-2112 Opamum Mo~tum (%) 17.5 ri,IRE PERCENT OF PERCENT MAXIMUM DEN~rrY ;.4 98.9 '.6 97.9 1.3 '97.0 ~.9 97.4 1.3 97.0 1.4 95.2 i.7 95.4 ~.5 98.2 3.6 97.0 ;).4 95.8 FUGRO SOUTH, INC. FIELD DENSITY REPORT CLIENT: Eastern Development PROJECT: Magnolia Park, Coppe#, Texas Matedal Number 1 MOISTURE/DENSITY RELATIONS Tan sandy clay mixed with some light brown clay TEaT PROCTOR NO. NO. 681 1 682 1 683 1 684 1 684 1 Remarks: REF PF ~0 virgo Lane; Dallas, Taxa~ 75229 1172) 484-8301; Fax (972) 620-~28 ORT DATE: Ju~y 8, 1998 ~OJECT NO.: 0771-2112 Pro~r Result~ Maximum DW Deneit~ (1~'~) Optimum Moisture (%) 96.0 23.5 TEST RESULTS LOCATION 4 inch PVC, irrigation sleeve #1, Natches Trace, 18 inches below grade 4 inch PVC, irrigation sleeve fY2, Natches 93.3 Trace, I foot below grade 4 inch PVC, irrigation sleeve #3, Natches 94.0 Trace, 18 inches below grade 4 inch PVC, irrigation sleeve #4, Natches 93.9 Trace, I foot below grade 4 inch PVC, irrigation sleeve ~5, Natches 92.1 Trace, I foot below grade All densities meet project specifications unless otherwise noted. Bud Cooper Fugro South Technician SMHImv Distribution: Eastem Development - Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bceco UNIT DRY MOI~, ~:IGHT CONTENT 96.0 23 24 24 FUGRO SOUTH, INC. 'URE PERCENT OF ;~ERCENT MAXIMUM DF..NSITY 5 100.0 3 97.2 7 97.9 3 97.8 2 95.9