Austin Place-LR 960916FUGRO-McCLELLAND (SOUTHWEST), INC.
GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
REPORT DATE: September 16, 1996
PROJECT NO.: o7s1-2os2
DATE PERFORMED: September 9,:..1996
MOISTUREIDENSITY RELATIONS
Material
Number Description
1 Reddish brown sandy clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
1 1 Sanitary sewer line B, station 3+00, 1st 91.5
lift
2 1 Sanitary sewer line B, station 3+05, final 98.6
3 1 Retest of #1 dated 9/9/96 102.8
Proctor Results
Maximum Dry Density (pct Optimum Moisture (%)
115.8 14.0
MOISTURE
CONTENT PERCENT
13.3*
12.5*
13.1*
Remarks: * Does not meet project specifications for percent moisture content.
** Does not meet project specification for percent maximum dry density.
PERCENT OF
MAXIMUM DENSITY
79.0**
85.1 **
88.8*"
Hal Patterson
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell
~GiRO
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas REPORT DATE: September 16, 1996
PROJECT: Austin Place, Coppell, Texas PROJECT NO.: 0761-2062
DATE'PERFORMED: Se tember 13, 1996
MOISTURElDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pci) Optimum Moisture (%)
1 Reddish brown sandy clay 115.8 14.0
TEST RESU LTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
4 1 8-inch sanitary line A, station 2+50, 2 feet 111.5 15.8 96.3
below grade
5 1 8-inch sanitary line A, station 0+75, 4 feet 110.8 15.5 95.7
below grade
6 1 8-inch sanitary line A, station 3+65, 3 feet 113.5 15.6 98.0
below grade
7 1 8-inch sanitary line C, station 0+50, 2 feet 110.1 14.9 95.1
below grade
8 1 8-inch sanitary line C, station 3+00, 4 feet 111.1 15.9 95.9
below grade
9 1 8-inch sanitary line D, station 0+50, 2 feet 114.7 14.4 99.1
below grade
10 1 8-inch sanitary line D, station 1+50, 4 feet 112.2 15.1 96.9
below grade
11 1 8-inch sanitary line D, station 2+50, 4 feet 112.0 15.4 96.7
below grade
12 1 8-inch sanitary line B, station 4+00, 4 feet 114.4 14.6 98.8
below grade
Remarks: AIt densities meet project specifications unless otherwise noted.
Jason Brimingham
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC.
ft>zR0
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
REPORT DATE: September 16, 1997
PROJECT NO.: 0761-2062
DATE PERFORMED: September 10 199T'
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Tan sand clay with some organics
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
120.2 11.1
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
65 1 Retest of #63 of 9-2-97 117.2 11.8 97.5
66 1 Retest of #64 of 9-2-97 116.9 12.3 97.2
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
SMH/mv
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell .~
C W Young (Utilities)
~~
Checked by: ? ~i '
iGRO
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
MOISTUREIDENSITY RELATIONSHIP OF SOILS
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
REPORT DATE: September 16, 1996
PROJECT NO: o7s1-2os2
SAMPLE DATE: September 9,::1996
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:
GRAIN SIZE:
Percent Passing (-200) Sieve:
Hal Patterson
Fugro-McClelland Technician
ASTM D-698A
Reddish brown sandy clay
On site
Moist
Mechanical
115.8
14.0
2s
12
16
n!a
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by:
SMHlbr
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell