Magnolia Park-LR 980717FUGRO SOUTH, INC.
FIELD DENSITY REPORT
28)0 Vtrgo Lane; Oallu, Toxa~ 75229
Pti 972) 484-8301; Fax (972) 620.7328
CLIENT: Eastam Development REP( iRT DATE: July 17, 1998
PROJECT: Magnolia Park, Coppell, Texas PF:OJECT NO,: 0771-2112
MOISTURE/DENSITY RELATIONS
Material Pro~ tor Re~ul'm
Number D,mcdption Maximum Dry Dmmit~ (p,~'f) Optimum Moimum (%)
1 Tan sandy clay mixed with some fight brown clay 96.0 23.5
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. W~IGHT
703 1 8 inch sanita~ sewer, line D, station 3+50, 94.0
4 feet below grade
704 I 8 inch sanitary sewer, line D, station 4+00, 91.9
3 feet below grade
705 1 8 inch sanitary sewer, line D, station 5+00, 92.0
1 feet below grade
706 1 8 inch sanitary sewer, line D, station 6+50, 93.6
4 feet below grade
707 I 8 inch sanitary sewer, line D, station 7+00, 91.9
3 feet below grade
708 1 8 inch sanitary sewer, line D, station 8+00, 91.7
1 feet below grade
709 1 8 inch sanitary sewer, line D, station 9+00, 92.7
2 feet below grade
710 I 8 inch sanitary sewer, line D, station 9+50, 92.2
1 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
22
24
25
23
24
25
24
23
FUGRO SOUTH, INC.
Checked by:
1JRE PERCENT OF
~CBNT MAXIMUM DENSITY
7 97.9
5 95.7
5
8
95.8
97.5
8 95.7
I 95.5
8 96.6
9 96.0
Bud Cooper
Fugro South Technician
SMHIhb
Distribution:
Eastern Development- Prestor) Skaggs
City of Coppell - Larry Davis ×
Metro-Plex Excavating - Paul Bosco