Denton Tap L2R BA-LR010813FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
,ENSITY REPORT
Presto.~gineering Report Date: August 13, 2001
PROJE Everybody Fits, Coppell, Texas Project No.: 0701-2035
ERFORMED: August 9, 200t
Density & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Tan sandy clay with calcareous nodules 106.3 18.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
6 1 1 1/2 inch copper water line to service 104.3 19.0 98.1
sprinkler system, center of section of
pavement removed, 3 feet below grade
7 1 1 1/2 inch copper water line to service 104.9 17.3 98.7
sprinkler system, 5 feet from east end of
pavement removed, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Skip Martin
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~'~. ~'~--~..--~
SMH/mh
Distribution: Preston Engineering - Timothy D. McMahon, P.E.
City of Coppell - Lee Stone
City of Coppell - Larry Davis-------