SS9901-LR050705rim
M T iLexas CMT Inc.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (2 14) 352 -6957 Fax (214) 352 -6972 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Llancity RPnnrt Nn 1 005 -01161 Methnrl• ARTM D7977 D1017 D6OR Page 1 of 1
Client: City of Coppell
Material Description
Maximum
Optimum
Dry
Moisture
Density
Content
Project: DeForest Lift Station - Coppell
(LbsiCuF't)
Percent
Test Date: June 24, 2005
i. Y,ruwn silt
Report Date: July 5, 2005
Required Density ( %): Min. 95% -100%
Required Moisture ( %): Opt. f3% -Sand;
Opt. +4% -Clay; Opt. f2 -Lime Treated;
Opt. +5 under paving
Mat
LocatioNElevation (and/or) Lift
In -Place
In -Place
Percent
No.
Dry Density
Moisture
Compaction
1'est
(LbsiCuFt)
Content (%)
Probe
N
Depth
I
Bottom of pit - center
1
106 .4
17.6
99.2
6 "
Test results meet project specifications
cc. Mr. Rick O'Dell - City of Coppell
Mr. Todd C. Hoff - Canfer Construction Co.
Ms. Frika K. Cooper - Turner, Collie & Braden
Mr. Bobbt Barr - Onsite cell: 469 -556 -6469
i.i J,�on,ac th.udu.,. u "t ofc, 1 d.,a add.. . . I -. ur,uu nw. ..n,nunpr n„ntuunppn,cnI Uw I I,dr,I ,. lA a,h'[, oal.d, ,t ib, — d. and ,.tnc." I,
an n,Jmu❑
., �7e�yenn „d , 1 1 , 1 ,x, .�,d, �d1,� o „„�,�, I., pn„ ��,.,,
T
Construction Materials Testing
and Environmental Consulting
`Iexas CMT Inc,
10044 Monroe Drive Dallas, Texas 75229 (214) 3 52-695 7 Fax (214) 352 -6972 www.texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: July 5, 2005
Client: City of Coppell
Sample Date: June 23, 2005
Project: Deforest & Sandy Lake Wastewater
Lift Stations: Project SS 99 -01
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Project No: 205 -0126
Moisture Report No. 1
Test Results:
Method................... ............................... A
Optimum Moisture Content ... ............................... 14.6 percent
Maximum Density .......... ............................... 107.3 pounds per cubic foot
Rammer Type .............. ............................... Automatic
Material Description ........ ............................... Brown Silt w /sand
Material Origin ............ ............................... Stockpile from bottom of pit
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit .............. ............................... N/P
Plastic Limit .............. ............................... N/P
Plasticity Index ............ ............................... N/P
Percent Passing No. 200 U.S. Sieve ........................... 73
Technician: AT
cc Mr. Rick O'Dell -City of Coppell
Mr. Todd C. I toff - Canfer Construction Co.
Ms. Erika K. Cooper - Collie & Braden
Mr Bobby Barr - Onsite cell 469- 556 -6469
Our letters and reports arc 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.