DR1201-LR130919 SEP-20-2013 20:08 P.01
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Texas C\ T, 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: September 19, 2013 Project No: 213-0134
Client: City of Coppell Moisture Report No. 7
Sample Date: September 11, 2013
Project: Creekview Drive.Roadway Improv Pnte...1111 z Cnnnpli .TPxac .
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Identification: Moisture Density Relationship , To LARRY NW S From 7as cm�) Inic
Test Procedure: ASTM-D698 ` Co./Dept.EA]G f S f' co.&E c 5'O L-T TM
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Test Results: Fax# ( �(_�J 7 F�# - `'1" 7
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Method A
Optimum Moisture Content 18.1 percent f/ j
Maximum Density 107.3 pounds per cubic foot
Rammer Type Manual -
Material Description Yellowish Brown an. • • - Brown Clay with Gravel
Material Origin Row #7 Gabion r Lift
Moisture Preparation Procedure Air Dry
Liquid Limit 43 ;,,
Plastic Limit 14
yfr3/ei3
Plasticity Index (PI) 29
Percent Passing No. 200 U.S. Sieve 64
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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North -ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0--)„,gut.24.-----
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.
SEP-20-2013 20:08 P.02
Arti,
Texas CMT, Inc.
Construction Materials Ming 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: September 19, 2013 Project No: 213-0134•
Client: City of Coppell Moisture Report No. 8
Sample Date: September 13, 2013
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
•
Method A
Optimum Moisture Content 11.5 percent
Maximum Density 118.6 pounds per cubic foot
Rammer Type Manual
Material Description Light Brown Clayey Sand (Cem-lime Treated) -
Material Origin Sta. 3+00
Moisture Preparation Procedure Air Dry
Liquid Limit 21
Plastic Limit 17
Plasticity Index (PI) 4
Percent Passing No. 200 U.S. Sieve Not Applicable
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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.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.
SEP-20-2013 20:09 P.03
A
AVA
Tex s C 119 Inco
Construction Maters 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: September 19, 2013 Project No: 213-0134•
Client: City of Coppell Moisture Report No. 9
Sample Date: September 16, 2013
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A •
Optimum Moisture Content 14.0 percent
Maximum Density • 113.9 pounds per cubic foot
Rammer Type Manual
Material Description Light Brown Clayey Sand (Cem-lime Treated) -
Material Origin Top 3" Subgrade : Sta. 1+25, 2+50, 4+00
Moisture Preparation Procedure Air Dry
Liquid Limit 23
Plastic Limit 20 •
Plasticity Index (PI) 3
• Percent Passing No. 200 U.S. Sieve Not Applicable
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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Texas CMT, Y
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.