Denton Tap L2R BA-LR010329 Jl ?'---
FUGRO SOUTH, INC. '
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Preston Engineering Report Date: March 29, 2001
PROJECT: Everybody Fits. Coppell, Texas Project No..' 0701-2035
DATE PERFORMED: March 22, 2001 J
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 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
1 1 Building subgrade, 20 feet east and 60 105.6 20.6 99.3
feet south of northwest corner, final raw
grade
2 1 Building subgrade? 20 feet east and 120 101.6 21.7 95.6
feet south of northwest corner, final raw
grade
Remarks: Ail densities meet project specifications unless otherwise noted.
Skip Martin
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution: Preston Engineering - Timothy D. McMahon, P.E.
City of Coppell - Lee Stone