Northlake WE P10C-LR 961111FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Revised
CLIENT: Northlake Woodlands Development REPORT DATE: November 11, 1996
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105
" ' ' 'SAMPLE DATE: October 23, 1996' '- :
METHOD OF TEST: ASTM D-698A
SAMPLE IDENTIFICATION:
Sample Description: Light brown sand with brown clayballs
Sample Origin: On site
MOISTURE/DENSiTY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 120.4
Optimum Moisture Content (%): 12.2
ATTERBERG LIMITS:
Liquid Limit: Non Plastic
Plastic Limit: Non Plastic
Plasticity Index: Non Plastic
GRAIN SIZE:
Percent Passing (-200) Sieve: 17
Revised to correct client name
Bob Shea
Fugro-McClelland Technician
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: <__~'
SMH/br
Distribution: Site Concrete - Mike Boney
Site Concrete - Jean Boney
Northlake Woodlands Development - Steve Parsons
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
Revised
CLIENT: Northlake Woodlands Development REPORT DATE: November 11, 1996
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO.: 0761-2105
' ''~ ': .... :...' .. DATE PERFORMED:- October 31, 1996' .. -" :
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Mix of tan sandy clay and dark brown silty clay 1 17.0 13.3
with some gravel and black shaley clay
2 Tan clayey sand 124.0 11.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
56 I 8-inch sanitary sewer, lot 5, final 115.8 16.0 98.9
57 2 8-inch sanitary sewer, lot 7, 2 feet below 122.6 12.6 98.8
grade
58 2 8-inch sanitary sewer, lot 9, 4 feet below 121.9 11.4 98.3
grade
59 1 8-inch sanitary sewer, lot 11, final 116.8 16.4 99.8
60 1 4-inch sanitary serer, service of lot 9, final 114.1 15.7 97.5
61 I 8-inch water, lot 21, final 116.0 15.0 99.1
62 1 8-inch water, lot 17, final 116.8 15.2 99.8
Remarks: All densities meet project specifications unless otherwise noted.
Revised to correct client name
David Peters
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: . ''~
SMH/br
Distribution: Site Concrete - Mike Boney
Site Concrete - Jean Boney
Northlake Woodlands Development - Steve Parsons