ST0501-LR120202 FEB -03 -2012 01:49 P.01
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Texas CMT, Inc.
AVA
Construction Materials Testing GEE Consultants 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 2, 2012 Project No: 211 -0125
Client: City of Coppell Moisture Report No. 1
Sample Date: January 31, 2012 / -- --4 City of Coppell Project No. ST- 056 -01
Project: Deforest Road Recons /- on, Coppell Post -it. Fax Note 7671 Date # of
p n ^ pages �
To ( Y DA- V f S From "� �aJ 1
Identification: Moisture Density Relationship Co.ID f � g 415pe - rn - FOR,�i,16-,r;; °. �C- S U 11-16
• Phone # (a72 3 iy4- 3 / p Phone # 2 ! 4 3 ‘ 7 -
Test Procedure: ASTM D698 Fax # � J CST 5
Test Results: �7 Z 3a4 -3 5 7 6 Fax # 2' 14 3 Z .6
..
Method A P _ _.
Optimum Moisture Content 12.4 percent"
Maximutn Density • 115.5 pounds per cubic foot e.- ..
Rammer Type Manual
Material Description Yellowish Brown Clayey Sand with Dark Gray
Silty Clay (Mixed)
Material Origin Trench for 44" Storm Drain - Opposite to 844
Deforest Road, S. of Street
Moisture Preparation Procedure Air Dry
Liquid Limit 21 j - - .-`-
Plastic Limit /
Plasticity Index
Percent Passing
No. 200 U.S. Sieve 45 ifi, I io,..
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 -1255; via E -mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972- 289 -0723; via E -mail: rCaudill@TiseoPaving.com
Mr. Bobby Bounds - California Constructio , Ph e: 97 - ; via E- • • Bobby @CalConTex.com
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CMT, Inc. TBPE Firm: F -4521 Reviewed by: A4
Texas C '
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.
FEB -03 -2012 01:49 P.02
AVA
Texas CMT, Inc.
Construction Materials Testing GEE Consultants, 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 2, 2012 Project No: 211 -0125
Client: City of Coppell Moisture Report No. 2
Sample Date: January 31, 2012 • City of Coppell Project No. ST -056 -01
Project: Deforest Road Reconstruction, Coppell, Texas
•
Identi ication: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A
Optimum Moisture Content 12.9 percent
4 4, 0 00." . "
Maximum Density • • 112.6 pounds per cubic foot
Rammer Type Manual
Material Description Dark Gray Clayey Sand with Occasional Rock
Fragments and Yellowish Brown Clayey Sand
Material Origin Trench for 44" Storm Drain - 40' W. of Alien
Road, S. of Deforest Road
Moisture Preparation Procedure Air Dry
Liquid Limit 31
Plastic Limit 12
Plasticity Index 19
Percent Passing No. 200 U.S. Sieve 4' . $
/) i rS
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: gMarshail @coppelltx.gov
Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972 -620 -1255; via E -mail: Dan.DeGroot @BurgessNiple.co
Mr. Robert Caudili - Tiseo Paving Company, Phone: 972 - 289 -0723; via E -mail: rCaudill @TiseoPaving.com
Mr. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bobby@CalConTex.com
Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by:
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.02