First Methodist-LR010921Client: First United Methodist Church
Coppell, Texas
Project: First United Methodist Church
New Parking Lot
Test Date: September 19, 2001
Report Date: September 21, 2001
Required Density 95% 105%
Required Moisture Opt. +5%/±3%
Material Description
Maximum
Dry
Density
(Lbs /CuF0
114.5
109.9
99.4
Optimum
Moisture
Content
Percent
13.0
16.5
18.6
1. Brown Clayey Sand
2. Light Brown Sandy Clay
3. Dark Brown Clay
Test
No.
Mat
No.
Location/Elevation (and/or) Lift
In -Place
Dry Density
(Lbs /CuFt)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
1
3
8" Sewer Line, Natural Subgrade
150' E. of W. End of Sewer Line
95.2
18.6
95.8
4"
2
3
8" Sewer Line, Natural Subgrade
60 E. of W. End of Sewer Line
97.1
18.7
97.7
6"
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Dallas, Texas 75229
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1 (201 -0177) Method: ASTM D2922 D3017 D698
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 COY! T, Inc.
Test results meet project specifications
(214) 352 -6957
Fax (214) 352
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apply only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.