SC-CFBISD Riverchase-LR 990811FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: August 11, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
Density Test Method:
Material
Number Description
1 Tan and brown sandy clay
TEST PROCTOR
NO. NO.
36 1
37 1
DATE PERFORMED: August 7, 1999
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
TEST RESULTS
LOCATION
8 inch water line, south of firelane, approx.
75 feet south, 40 feet west of southeast
comer of property, station 9+00, 1 st lift
8 inch water line, south of firelane, approx.
125 feet south, 40 feet west of southeast
comer of property, station 7+00, 1 st lift
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
101.5 20.3 98.4
100.8 19.2 97.7
Remarks: Densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason~Lillard
DaI-Mac Construction - Nate/Payne
City of Coppell - Larry Davis/
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed By:
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: August 11, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: August 5, 1999
Density Test Method:
Material
Number Description
1 Tan and brown sandy clay
ASTM D-2922 & 3011'
MOISTURE/DENSITY RELATIONS
31 1
32 1
33 1
34 1
35 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
16.0' 93.4**
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
30 I 8 inch PVC water line at east fire lane, 96.4
tested at 300 feet south of north fire lane,
2 feet below grade
8 inch PVC water line at east fire lane, 95.3
tested at 300 feet south of north fire lane,
12 inches below grade
8 inch PVC water line at east fire lane, 98.4
tested at 50 feet south of north fire lane, 2
feet below grade
8 inch PVC water line at east fire lane, 99.6
tested at 50 feet south of north fire lane,
12 inches below grade
8 inch PVC water line at north fire lane, 98.6
tested at 50 feet west of east fire lane, 2
feet below grade
8 inch PVC water line at north fire lane, 99.5
tested at 50 feet west of east fire lane, 12
inches below grade
19.1 92.3**
19.6 95.4
20.1 96.5
18.9 95.6
19.7 96.4
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specifications for percent maximum dry density.
Note: Tests were taken in test pits excavated after water line was backfilled.
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Millard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SWH Group - Terry Holy
JRJ Paving - Jeff Williford
Carrollton - Farmers Branch lSD-Tom Bell
SHW Group - Joe Craddock