First Methodist-LR011114Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352 -6972 www .texascmt.com
REINFORCING STEEL PLACEMENT
Report Date: Novemb- 001 Test Date: November 9, 2001
Client:
Project
Identification Reinforcing Steel Observation
Method of Test Visual Observation
Results
On November 9, 2001, reinforcing steel was observed at the following location:
There were no discrepancies.
Tech: EA
Texas CM], Inc.
First United Methodist Church General Report No.: 4
Coppell
F' d Methodist Church Project No.: 201 -0177
New Parking Lot
Paving Western part of the project site
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)
txj
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M levers and reports are for the enclumee use of the client m whom they are addressed and shall not be reproduced wallow! the lull approval of Texas CMT, LC. The use of our name must renew e oar prior wnuen approval, Our
lepers and reports apply only to the sample mud and/or observed and are nw rc<emanly indicative of We common of apparently We minaI or similar products
Client First United Methodist Church
Coppell, Texas
Project: First United Methodist Church
New Parking Lot
Test Date: November 9, 2001
Report Date: November 14, 2001
Required Density 95% 105%
Required Moisture Opt. +5 ±3 %n
Material Description
clay
Fill)
Maximum
Dry
Density
(Lbs /CuFt)
114.5
109.9
99.4
112.2
103.0
904
103.9
110.0
Optimum
Moisture
Content
Percent
13.0
16.5
18.6
13.0
13.9
;Z.$
17.2
13.9
L 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
7. Dark Gray Clay Reddish Brown Sandy Clay
(Lime Treated)
8. Flex Base
9. Orange Brown and Tan Sandy Clay (Select
Test
N0
Mat
No.
Location/Elevation (and /or) Lift
In -Place
Dry Density
i Lbs /CuR)
In -Place
Moisture
Content
Percent
Compaction
Probe
Depth
32
9
Retest of #30*
109.4
11.2
99.4
6"
33
9
Retest of #31*
112.6
12.6
102.4
6
Construction Materials Testing
and Environmental Consulting
Texas CM T, 9 Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texasemt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 12 (201 -0177) Method: ASTM D2922 D3017 D698
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Jesus Gonzalez of Hill Wilkinson requested confirmation of select fill depths in E. fire lane. Depths equaled or exceeded
6" at these locations upon observation.
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
Test results 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-edr 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.