First Methodist-LR011106Client: First United Methodist Church
Coppell, Texas
Project: First United Methodist Church
New Parking Lot
Test Date: November 5, 2001
Report Date: November 6, 2001
Required Density 95% 105%
Required Moisture Opt. +5%/±3%
Material Description
clay
Maximum
Dry
Density
i Lbs /CuFt)
114.5
109.9
99.4
112.2
103.0
94.0
103.9
Optimum
Moisture
Content
Percent
13.0
16.5
18.6
13.0
13.9
22.8
17.2
L Brown Clayey Sand
2. Light Brown Sandy Clay
3. Dark Brown Clay
4. Brown Clayey Sand (YMCA import)
5. Light Brown Clayey Sand twilight weight aggregate
occasional limestone
6 Reddish Brown Clayey Sand brown sandy
7. Dark Gray Clay Reddish Brown Sandy Clay
(Lime Treated)
8. Flex Base
Test
No.
Mat
No.
Location/Elevation (and /or) Lift
In -Place
Dry Density
(Lbs /CuR)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
26
7
Pavement, Subgrade, Lime Treated
235' N. of Bethel School Road
103.3
8.7
109.9
6"
27
7
Pavement, Subgrade, Lime Treated
115' N. of Bethel School Road
102.7
12.8
109.2
6"
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson (2)
Texas CMT, Inc.
Dallas, Texas 75229 (214) 352-6957
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 10 (201 -0177) Method: ASTM D2922 D3017 D698
Test results do not meet project specifications
Fax (214) 352
Page 1 of 1
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports apply
only to the sample tested and/or observed. and are not necessarily indicative of the quantities of apparently identical or similar products.