WA0301-LR050720Construction Materials Testing
and Environmental Consulting
Texas CMT, Inc.
10044 Monroe Drive 0 Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. I /205-0160) Method: ASTM D2922 D3017 D698 Pa~e 1 of 1
Client: Fox Contractors Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Loch Lane - Retests (Lbs/Curt) Percent
Test Date: July 15, 2005 1. Dark Brown Clay 103.0 17.2
2. Brown Clay w/occasional calcareous nodules 104,2 17,2
3, Brown Sandy Clay 109.8 14.5
Report Date: July 20, 2005
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Mat Location/Elevation (and/or) Lit~ In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuF) Content (%)
Probe
Depth
I Retest # 1
1 98.5 19.9 95.6
2 Retest # 3
2 100.9 21.2 96.8
1 Retest # 2
3 97.9 21,2 95.0
Test results meet project specifications
Ms. Suzan C Taylor- City of Coppell ~ ~
Mr, Larry Davis - City of Coppell ~,~ .
&
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957
Fax (214) 352.6972 0 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1 (205-0160) Method: ASTM D2922 D3017 D698 Pa~e of I
Test Date: July 15, 2005 I. Dark Brown Clay 103.0 17.2
Report Date: July 20, 2005
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Depth
1 Retest #
I 6" 98.$ 19.9 5.6
2 Retest # 3
2 100.9 21.2 96.8
1 Retest # 2
3 6" 97.9 21.2
Test results meet ' ' ns
\
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 · Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. 2 (205-0157) Method: ASTM D2922 D3017 D698 Pa~e of 1
Client: City of Coppell Material Descnpnon Maximum Opttmum
Dry Moisture
Density Content
Project: Loch Lane (Lbs/CuFt) Percent
Test Date: July 18, 2005 1. Dark Brown Clay 103.0 17.2
2. Brown Clay w/occasional calcareous nodules 104.2 17.2
3. Brown Sandy Clay 109.8 14.5
Report Date: July 20, 2005
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Mal Location/Elevation (and/or) Lift In-Place In-Place Percent
No DD' Densdv Moisture Compaction
Test
No (Lbs/CuF) Content (%)
Probe
Depth
1 Water line - 1' below grade
4 NW of 604 Loch Lane 100.6 19.4 97.6
1 Water line - Final
5 NW of 604 Loch Lane 101.6 20.1 98.6
1 Water line - 1' below grade
6 SE of 617 Loch Lane 97.8 17.9 95.0
3 Water line - Final
7 SE of 617 Loch Lane 105.5 15.5 96.0
1 Water line - 1~ below grade
8 Center - west 0f612 Loch Lane 100.8 17.5 97.8
I Water line - Final
9 Center - west of 612 Loch Lane 98.4 17.3 95.5
Test results meet project specifications
cc: Ms SuzanC Taylor-CiP,.rofCoppelI Mr Larry Davis - City of Coppell
Mr Luis Velasquez - Fox Contractors, lnc
Construction Materials Testing
and Environmental Consulting
Tex ts
CM%
Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1 (205-0157) Method: ASTM D2922 D3017 D698 Pa~e I ofl
Client: City of Coppell Material Descriptmn Maximum Optimum
Dry Moisture
Project: Loch Lane (Lbs/CuFt) Percent
Test Date: July 15, 2005 1. Dark Brown Clay 103.0 17.2
2. Brown Clay w/occasional calcareous nodules 104.2 17.2
3. Brown Salldy Clay 109.8 14.5
Report Date: July 20, 2005
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Mat Location/Elevation (an~or) Lift In-Place In-Place Percent
No. Dry Density Moislure Compaction
Test (Lbs/Cul~) Content (%)
Probe
Deplh
I Water line - 2' below grade
I North end 98.7 14.8 * 95.8
1 Water line - 2, below grade ~
2 6" South end 91.7 * 14.0 *
I Water line- 2' below grade [ ~
3 Middle area 88.0 * 13.4
/85.4'
* Test results do not meet project specifications
cc: Ms Suzan C Taylor - Cily of Coppell Mr £arry Davis - Ci~ of Coppell
Mr Luis Velasquez - Fox Contractors, Inc