Vistas of C P3-LR 990217FUGRO SOUTH, INC.
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Centex Homes REPORT DATE: February 17, 1999
Vistas of Coppell 3, Coppell, Texas PROJECT NO.: 0781-2276
DATE PERFORMED: February 11, 1999
Density Test Method:
Number
1
Description
Medium brown silty sandy clay with some gravel
TEST RESULTS
TEST PROCTOR
NO. NO.
171 1
172 1
173 1
174 1
175 1
176 1
177 1
Remarks:
ASTM D-2922 & 3017 Method of Compaction:
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf)
106.6
LOCATION
ASTM D-698
8 inch waterline, Block D, Lot 1, Lyndsie
Drive, 6 feet below grade
8 inch waterline, Block D, Lot 1, Lyndsie 101.4
Drive, 2 feet below grade
8 inch waterline, Block D, Lot 6, 103.8
Intersection of Springhill Drive and
Lyndsie Drive, 1 foot below grade
8 inch waterline, Block D, Lot 6, 104.1
Intersection of Lyndsie Drive and Park
Highlands Drive, 1 foot below grade
8 inch waterline, Block C, Lot 4, Park 101.7
Highlands Drive, 1 foot below grade
8 inch waterline, Block C, Lot 1, Park 103.2
Highlands Drive, 1 foot below grade
8 inch waterline, Lyndsie Drive, Block C, 103.8
Lot 18, 1 foot below grade
Optimum Moisture (%)
18.3
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSI'rY
105.3 19.0 98.8
22.2
18.5
All densities meet project specifications unless otherwise noted.
20.0
22.2
19.5
20.8
95.1
97.4
97.7
95.4
96.8
97.4
Burl Cooper
Fugro South Technician
SMH/mv
Distribution:
Centex Homes - Robert Poole
City of Coppell - Larry Davis ,/
Legends Construction
FUGRO SOUTH INC.
Reviewed by: ~
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
REPORT DATE: February 17, 1999
Centex Homes PROJECT NO.: 0781-2276
Vistas of Ceppell 3, Coppell, Texas
DATE PERFORMED: February 15, 1999
Density Test Method:
Number
1
TEST
NO.
178
179
180
181
182
Remarks:
Method of Compaction: ASTM D-698
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS Proctor Results
Material Maximum Dry Density (pcf) Optimum Moisture (%)
Description 1 8.3
Medium brown silty sandy clay with some gravel 106.6
TEST RESULTS
PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
NO.
1 33 inch RCP, Line SD-l, station 3+50, 1 103.3 18.3 96.9
foot below grade
1 27 inch RCP, Line SD-l, station 2+00, 1 102.4 20.7 96.1
foot below grade
1 27 inch RCP, Line SD-l, stat[on 5+00, 1 102.1 22.1 95.8
foot below grade
1 21 inch RCP, Alley A, Block B, station 101.6 19.9 95.3
2+00, 1 foot below grade
1 18 inch RCP, Alley A, Block B, station 102.6 21.3 96.2
4+50, I foot below grade
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by: ~
SMH/mv
Distribution:
Centex Homes - Robert Peele
City of Coppell - Larry Davis
Legends Construction