First Methodist-LR010928UCl4llty IN.CIJVI L iw. .i Vas v a I f
Client: First United Methodist Church
Coppell, Texas
Project: First United Methodist Church
New Parking Lot
Test Date: September 24, 2001
Report Date: September 28, 2001
Required Density 95% 105%
Required Moisture Opt. 5 ±3 %n
Material Description
Maximum
Dry
Density
(Lbs /CuFt)
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
rest
No.
Mat
Location/Elevation (and /or) Lift
In -Place
Dry Density
(Lbs /CuFt)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
5
3
P Lift Storm Sewer
Station 4 +00
94.8
22.4
95.3
6"
6
3
2" Lift Storm Sewer
Station 3 +95
96.2
23.1
96.8
6"
7
3
l Lift Storm Sewer
Station s 10
95.1
22.3
95.7
6"
8
3
2" Lift Storm Sewer
Station 5 +15
101.1
18.9
101.7
6"
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Texas CMT, Inc.
Dallas, Texas 75229 (214) 352 -6957
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Method ASTM D292 D3017 D698
Fax (214) 352-6972
Pa 1 of 1
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)
Test results meet project specifications
Our Inters 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 report apply
only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
Client: First United Methodist Church
Coppell, Texas
Material Description
Maximum
Dry
Density
(Lbs /CuFt)
Optimum
Moisture
Content
Percent
Project: First United Methodist Church
New Parking Lot
I. Brown Clayey Sand
114.5
13.0
2. Light Browr Sandy Clay
109.9
16.5
3. Dark Brown Clay
99.4
18.6
Test Date: September 25, 2001
Report Date: September 28, 2001
Required Density 95% 105%
Required Moisture Opt. +5 ±3%
Mat
Location/Elevation (and/or) Lift
In -Place
In -Place
Percent
lest
No.
Dry Density
Moisture
Compaction
No.
(Lbs /CuFt)
Content l
Probe
Depth
2
Final Lift Storm Sewer
9
Station 0 +40
102.9
18.3
95.3
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. 4 (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 CMT, InC
Test results meet project specifications
(214) 352-6957
Fax (214) 352
Pa 1 of 1
Our letters and reports are for the exclusive use of the client to whom they am addressed. The use of our name muss receive our prior written approval. Our letters and reports apply
only to the sample tested and/or observed. and are not necessanly indicative of the quantities of apparently identical or similar products.