SC-CFBISD Riverchase-LR 990720FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484.8301; Fax (972)620-7328
CLIENT:
PROJECT:
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: July 20,1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: July 14, '1999
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
ASTM D-698(A)
Tan and brown sandy clay
Off-site at Park at end of Moore Road
Moist
Mechanical
103.2
18.8
46
18
28
Keith Neal
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis /
Carrollton-Farmers Branch lSD
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carollton-Farrners Branch lSD, c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
REPORT DATE: July 20,1999
PROJECT NO: 0791-2184
Page 1
Density Test Method:
DATE PERFORMED: July 14, 1999 ~
ASTM D-2922 & 3017 Method of Compaction:
MOISTURE/DENSITY RELATIONS
ASTM D-698
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Tan clay 108.9 16.3
2 Mix tan clay and dark brown clay 112.7 15.1
3 Dark brown clay 118.4 12.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
14 3 Paving subgrade, visitor parking lot, 90 118.4
feet south and 60 feet east of southwest
corner of building, 1 foot below grade
13.1 100.0
15 3 Paving subgrade, visitor parking lot, 90 117.8
feet south and 90 feet east of southwest
corner of building, final
13.6 99.5
16 2 Firelane/Driveway paving subgrade, 150 108.1
feet south and 60 feet west of southwest
corner of building, 2 feet below grade
19.0 96.0
17 2 Firelane/Driveway paving subgrada, 150 107.0
feet south and 60 feet west of southwest
comer of building, 1 foot below grade
19.1 95.0
18 1 Paving subgrade, bus drop area, 60 feet 117.7
south and 200 feet east of southwest
corner of building, 2 feet below grade
14.1 99.4
19 1 Paving subgrade, bus drop area, 60 feet 116.8
south and 180 feet east of southwest
corner of building, 1 foot below grade
14.6 98.6
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Caroliton-Farmers Branch lSD, c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
REPORT DATE: July 20,1999
PROJECT NO: 0791-2184
Page 2
Density Test Method:
TEST PROCTOR
NO. NO.
DATE PERFORMED: July 14, 1999 ~
ASTM D-2922 & 3017 Method of Compaction:
TEST RESULTS
LOCATION UNIT DRY MOISTURE
WEIGHT
ASTM D-698
PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
20 1
Paving subgrade, bus drop area, 75 feet
south and 200 feet east of southwest
corner of building, final
116.8 14.3 98.6
Remarks: Densities meet project specifications unless otherwise noted.
Keith Neal
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Carrollton-Farmers Branch lSD
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Reviewed By: