First Methodist-LR010925Line Information
Test Results
Air. Test
Mandrel
Line Station to Station Pipe Size L.F Time Passed? Passed?
A
pito
/lo
go
I OC)
?:5a
A
400
5-1405
on
153
5tVo
P.O. Box 118095
Carrollton, TX 75011 -8095
Test Procedure:
PROF 3SIONAL INLINE SERVILS, INC.
LOW PRESSURE AIR TEST FOR GRAVITY SANITARY SEWER
Each section of sewer shall be tested between sucessive manholes.
Air shall be introduced into the pipeline until 4.0 psi gauge pressure has been reached.
At That time the flow of air shall be reduced and the internal air pressure shall be maintained
between 3.5 and 4.5 psi gauge for at least two(2) minutes to allow the air temperature to come
to equilibrium with the temperature of the pipe walls. Pressure in the pipe shall be constantly
monitored by a gauge and hose arrangement separate from the hose used to introduce air into
the line Pressure in the pipe shall not be allowed to exceed 5 psi.
After the temperature has stabilized and no air leaks at the plugs have been found, the air pressure
shall be used to determine the time lapse required for the air pressure to drop to 2.5 psi gauge
If the time lapse required for the air pressure to decrease from 3.5 to 2.5 psi exceeds that shown in
the following table, the pipe shall be presumed to be within acceptable limits for leakage
If the time lapsed is less than that shown in the table, the contractor shall make corrections to
reouce the leakage to acceptable limits.
Owner
Project� big
Location bi Yt7 TcY e l /Irl crhir,
Tested By a r> 1 fr1 Cn Lao
Inspectors Full Name (Art j>,vi
City of aped/ TX
Date ?5 -o/
Jobtl
Office 972 -939 -2600
Fax 214- 731 -0535
Mobile 214 -534 -9942
Beeper 214-249-2309
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
Method
Optimum Moisture Content
Maximum Density
Rammer Type
Material Description
Material Origin
Moisture Preparation Procedure
Liquid Limit
Plastic Limit
Plasticity Index
Percent Passing No. 200 U.S. Sieve
Technician: AT
MOISTURE DENSITY RELATIONSHIP REPORT
September 25, 2001
First United Methodist Church of Coppell
September 17, 2001
First United Methodist Church New Parking Lot
Moisture Density Relationship
ASTM 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.
(214) 352-6957
A
18.6 percent
99.4 pounds per cubic foot
Manual
Dark Brown Clay
8" sanitary sewer Line A
Air Dry
41
17
24
84
Fax (214) 352-6972
Project No: 201 0177
Moisture Report No. 3
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 thtisample tested and/or observed, and am not necessarily indicative of the quantities of apparently identical or similar products.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Test Report Date
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
Method
Optimum Moisture Content
Maximum Density
Rammer Type
Material Description
Material Origin
Moisture Preparation Procedure
Liquid Limit
Plastic Limit
Plasticity Index
Percent Passing No. 200 U.S. Sieve
Technician: AT
Dallas, Texas 75229
MOISTURE DENSITY RELATIONSHIP REPORT
September 25, 2001 Project No: 201 -0177
First United Methodist Church of Coppell
September 17, 2001
First United Methodist Church New Parking Lot
Moisture Density Relationship
ASTM 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)
OA-
Texas CMT, Inc.
i
(214) 352-6957
Fax (214) 352 -6972
Moisture Report No. 2
A
16.5 percent
107.9 pounds per cubic foot
Manual
Light Brown Sandy Clay
8" sanitary sewer Line A
Air Dry
36
13
23
74
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 iit sample tested and/or observed, and are not necessarily indurative 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: September 21, 2001.
Report Date: September 25, 2001
Required Density 95% 105%
Required Moisture Opt. +5%/ ±3 %p
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
Test
No.
Mat
No.
Location/Elevation (and/or/ Lift
In -Place
Dry Density
(Lbs /CuFt)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
3
2
Final Lift 8" Sewer Line A
Station 5 +00
106.5
16.4
98.7
4
4
3
Final Lift 8" Sewer Line A
Station 4 +00
100.0
21.9
100.6
6"
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 (201 -017
Dallas, Texas 75229
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.
Method: ASTM D2922 D3017 D698
Test results meet project specifications
(214) 352 -6957
Fax (214) 352-6972
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.