Stratford Manor-LR000209FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 7522~
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Huie Construction Co. REPORT DATE: February 9, 2000
Stratford Manor, Coppell, Texas PROJECT NO.: 0791~2064
DATE PERFORMED: Februa~ 8, 2000
Density Test Method:
Number
1
2
Description
Reddish brown silty sandy clay with organics
Reddish light brown sandy clay
TEST PROCTOR
NO. NO.
151 1
152 1
153 2
154 1
155 1
156 1
157 1
158 1
Remarks:
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pct') Optimum Moisture (%
114.3 12.0
110.1 16.2
LOCATION
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSlT~
111.1 15.2 97.1
117.1 13.3 102.4
105.5 17.7 95.8
111.0 13.3 97.1
115.4 14.0 100.9
109.5 13.4 95.7
111.2 12.5 97.3
111.5 13.8 97.5
Retest of Test #99 dated 6-10-99
Retest of Test #100 dated 6-10-99
Retest of Test #101 dated 6-10-99
Block B, Lot 6, final
Block A, Lot 6, final
Block A, Lot 5, final
Block A, Lot 4, final
Block A, Lot 3, final
All densities meet project specifications unless otherwise noted.
Mark Strittmatter
Fugro South Technician
SMH/bg
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: C-~'~t