First Methodist-LR011113Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Test Report Date
Client:
Test Results:
Technician: AT
November 13, 2001
Dallas, Texas 75229
Texas CMT, Inc.
(214) 352-6957 Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
First United Methodist Church of Coppell SI✓COI 0n1 2- Moisture Report No. 7
o vember 2
Sample Date: 2, 2001
Project: First United Methodist Church New Parking Lot
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Method A
Optimum Moisture Content 17.2 percent
Maximum Density 103.9 pounds per cubic foot
Rammer Type Manual
Material Description Flex Base
Material Origin Approach SW corner of site
Moisture Preparation Procedure Air Dry
Liquid Limit 25
Plastic Limit 24
Plasticity index 1
Percent Passing No. 200 U.S. Sieve 16
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)
fr It 11`14.
Project No: 201 0177
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.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texascmt.com
Test Report Date
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
Moisture Preparat
Liquid Limit
Plastic Limit
Plasticity Index
Percent Passing No
Technician: AT
Texas CM
MOISTURE DENSITY RELATIONSHIP REPORT
Project No: 201 -0177
November 13, 2001
First United Methodist Church of Coppell
November 2, 2001
First United Methodist Church New Parking Lot
Moisture Density Relationship
ASTM D698
Method
Optimum Moisture Content
Maximum Density
Rammer Type
Material Description
Material Origin
on Procedure
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)
Inc
Moisture Report No. 8
A
22.8 percent
94.0 pounds per cubic foot
Manual
Dark Gray Clay Reddish Brown
Sandy Clay Lime treaded
N -S drive west end of parking
lot
Air Dry
42
30
12
200 U.S. Sieve 54
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 rested and /or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
Client: First United Methodist Church
Coppell, Texas
Project: First United Methodist Church
New Parking Lot
Test Date: November 7, 2001
Report Date: November 13, 2001
Required Density I `,n): 95% 105%
Required Moisture (o): Opt. 4-5%/-1-3%
Material Description
clay
Fill)
Maximum
Dry
Density
ILbs /CuFi)
114.5
109.9
99.4
112.2
103.0
1029
94.11
103.9
110.0
Optimum
Moisture
Content
Percent
13.0
16.5
18.6
13.0
13.9
NJ
-2.8
17.2
13.9
1. Brown Clayey Sand
2. Light Brown Sandy Clay
3. Dark Brown Clay
4. Brown Clayey Sand (YMCA import)
5. Light Brown Clayey Sand w /light weight aggregate
occasional limestone
6 Reddish Brown Clayey Sand hrown sandy
7. Dark Gray Clay Reddish Brown Sandy Clay
(Lime Treated)
8. Flex Base
9. Orange Brown and Tan Sandy Clay (Select
Test
No
Mat
No
Location /Elevation (and /orl Lilt
In -Place
Dry Density
r Lbs /CuR'
In -Place
Moisture
Content l'n1
Percent
Compaction
Probe
Depth
28
7
75' N. of S.W approach on Firelane
93.3
21.7
99.2
6"
29
175' N. of S.W. approach on Firelane
98.3
21.2
104.5
6"
30
9
75' N. 25' E. of S.E. approach on Firelane
115.8
9.7
105.3
6"
31
9
100' S. of N.E. approach on Firelane
113.2
11.2
102.9
6
Construction Materials Testing
and Environmental Consulting
Texas CMI, 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
iry Re ort No 1l (201 -0177) Method: ASTM D2922 D3017 D698
Pane 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 Hlll Wilkinson (2)
Test results do not meet project specifications
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 Io the sample rested and /or observed. and are not necessarily indicative of the quantities of apparently identical or similar products.