ST0501-LR120225 FEB -25 -2012 04:10 P.01 /01
Texas CMT, Inc.
Construction Materials Testing GEE Consu Itants Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352 -6957 • Fax (214) 352.6972 • www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: February 25, 2012 Project No: 211 -0125
Client: City of Coppell Moisture Report No. 5
Sample Date: February 17, 2012 City of Coppell Project No. ST- 056 -01
Project: Deforest Road Reconstruction Co. • - - .s
Identification: Moisture Density Relationship
Test Procedure: ASTM 0698
Test Results:
Method A
Optimum Moisture Content 17.9 percent
Maximum Density 101.5 pounds per cubic foot
Rammer Type Manual
Material Description Dark Gray Clay
Material Origin Stock Pile Next to Sta 2 +90
Moisture Preparation Procedure Air Dry
Liquid Limit 46
Plastic Limit 13 i
Plasticity Index
Percent Passing No. 200 U.S. Sieve 7 D�
E-171
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 - 304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972 - 620 -125 ; cia -m. • Dan.DeGroot @BurgessNipl_ .
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972 -2` i 23; is E-mai : rCaudill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E- mai7•arn o as@ oo.co
Mr. Bobby Bounds - California Construction, Phone: 9 -670 , I I .68; v' , E -m. 1: Bobby @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4 1 A� Reviewed b :
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.
TOTAL P.01