ST0501-LR120807 (2) AUG-08-2012 03:47 P.03/05
c
Texas CMT, Inc.
Construction Materials Testing GEE Consultants Inc.
and Environmental Consulting f
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: August 7, 2012 Project No: 211-0125
Client: City of Coppell Moisture Report No. 8
Sample Date: July 21, 2012 City of Coppell Project No. ST-056-01
Project: Deforest Road Reconstruction, Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A
Optimum Moisture Content 17.2 percent
Maximum Density 0 " 105.6 pounds per cubic foot °T
Rammer Type Manual
Material Description Reddish Brown Clayey Sand(Cement Treated)
Material Origin Eastbound Lane, Station 14+25
Moisture Preparation Procedure Air Dry
Liquid Limit 25
Plastic Limit
Plasticity Index
Percent Passing No. 200 U.S. Sieve •.A.
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:972-289-072 , . °- N1:rCaudill@TiseoPaving.com
Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:b. .•.ea /yahoo ft
4vaii_,--
i . ..
Texas CMT, Inc. TBPE Firm: F-4521 , 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.
AUG-08-2012 03:47 P.04/05
C Texas CMT, Inc.
I
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: August 7,2012 Project No: 211-0125
Client: City of Coppell Moisture Report No. 9
Sample Date: July 21, 2012 City of Coppell Project No. ST-056-01
Project: Deforest Road Reconstruction, Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A
Optimum Moisture Content 14.3 percent �� -
Maximum Density 1
Y 112.4 pounds per cubic foot
Rammer Type Manual
Material Description Brown and Reddish Brown Silty Clay with
Occasional Gravel (Lime Treated)
Material Origin Eastbound Lane, Station 1+75 '
Moisture Preparation Procedure Air Dry
Liquid Limit 25
Plastic Limit e
Plasticity Index 6 .................7
Percent Passing No. 200 U.S. Sieve
r/00,70
cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax:972-304- ' 4
Mr.George Marshall-City of Coppell,Phone: 972-304-3562;via E-mail: arshall @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.Walter Mitchell-Tiseo Paving Company,via E-mai •b obas oo.comm I1
7/41je"--"-----
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: i
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.
AUG-08-2012 03:48 P.05/05
/ 44
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: August 7,2012 Project No: 211-0125
Client: City of Coppell Moisture Report No. 10
•
Sample Date: July 21, 2012
W City of Coppell Project No. ST-056-01
Project: Deforest Road Reconstruction, Copp ,Tel W
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A 4/0e'
Optimum Moisture Content 15.1 percent
Maximum Density 106.1 pounds per cubic foot .
Rammer Type Manual
Material Description Dark Brown Silty Clay(Lime Treated)
Material Origin Eastbound Lane, Station 2+81
Moisture Preparation Procedure Air Dry
Liquid Limit 25
Plastic Limit 19
Plasticity Index 6
Percent Passing No. 200 U.S. Sieve N..: .
cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax: 972-304-3570
Mr.George Marshal!-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via ""it,il:Dan.DeGroot @BurgessNiple.com
Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-07 . ; mail:rCaudill @Tis Paving.com
Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:b. s•✓.0 . •o.com !%
•
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: rr(I) R
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.05