First Methodist-LR011101l ien: First United Methodist Churc
Coppell, Texas
oject: First United odds[ Church
g Lo[
Test Date: October 31, 2001
Report Date: November 1, 2001
Required Density 95% 105%
Required Moisture Opt. +5 ±3%
Material Description
clay
Maximum
Dry
Density
(Lbs /CuR)
114.5
109.9
99.4
112.2
103.0
109.9
Optimum
Moisture
Content
Percent
13.0
16.5
18.6
13.0
13.9
10.9
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 brown sandy
Pest
Na.
Mat
N
Location/Elevation (and /or) Lift
In -Place
Dry Density
(Lbs /CuFt)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
22
6
Paving
50 N and 120' W of SE Corner of Parking Area
107.4
13.9
97.7
6"
23
5
Paving
60 N and 60' W of SE Corner of Parking Area
102.3
13.8
99.3
6
24
6
Paving
90 N and 20' W of SE Corner of Parking Area
107.3
11.1
97.6
6"
25
6
Paving
120' N and 100' W of SE Comer of Parking Area
105.8
12.0
95.5
6"
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
CE DENSITY AND MOISTURE OF SOIL
-0177) ethod: ASTM D2922 03017 D698 Page 1 of 1
ec: 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)
Dallas, Texas 75229 (214) 352-6957
Test results meet project specifications
exas CMT, Inc.
Fax (214) 352-6972
Our levers and repona 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 !criers 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
GENERAL REPORT
Report Date
Client
Project
Identification
Method of Test
Technician: RG
Dallas, Texas 75229
November 1, 2001
First United Methodist Church General Report No.: 3
Coppell
First United Methodist Church
New Parking Lot
Observation of Pavement Subgrade
visual
At the request of Jesus of Hill and Wilkinson, a representative of our firm visited the above
referenced site. The purpose was to observe an area of pavement subgrade at the west and east
ends of the parking lot ready to be compacted. Observations were performed to ensure that
exposed soils had a plasticity index of 20 or less.
A dozer was used to rip subgrade to a depth of six (6) inches in the north -south drives at the east
and west ends of the parking lot. Except for a thirty (30) foot section southeast of the future
building, from zero (0) to three (3) inches of suitable material was observed. Dark gray clays
were exposed or underlying the suitable material at most locations. Due to the subgrade material
having a high plasticity index, Jesus said Hill Wilkinson is considering importing lime for the
north -south drives.
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 Fax (214) 352-6972
Test Date: October 31, 2001
Project No.: 201 -0177
oar ileum i,rymu are for be exclusive use or the ahem to whoin they are addressed and shall in be rtpWUCed.ime the lull approval of Texas CMT, les.!Muse of our name must n[n.e our pnor written approval. Our letters
and rtWM apply only to Me wryse anted aWnr inspected LS an M m4Wnly utliw.e oft the yuwuies of apparently idemeel or similar products.