DR1201-LR130816 (3) AUG-22-2013 21:54 P.02
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C
Texas CMT, Inc.
AYA
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
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.19 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content '
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:August 7,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 16,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%;
Sand and/or Select Fill:OMC-3 to+3%
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Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent
No. Depth Dry Density Moisture Compaction •
(inches) (Lbs/Cu.Ft) Content(%) (%)
45 5 6 Row#1 Passive Anchor Backfill,Sta. 118.9 14.0 (01'8.3
2+40, 1St Lift (` ' •
Test results meet project specifications
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: 8I7-927-4388;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 CM T, Inc. TBPE Firm: F-4521 Reviewed by: % ` �'"'7
Ail letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,lee. The use of our name must receive
our prior ..- 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.
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AUG-22-2013 21:55 P.03
C
AYT
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 16, 2013 Project No: 213-0134
Client: City of Coppell • Moisture Report No. 5
Sample Date: August 7, :2013
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas /
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A Z3/ ')
Optimum Moisture Content. 12.5 percent
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Maximum Density 116.4 pounds per cubic foot
Rammer Type Manual •
Material Description Dark Brown Clayey Sand with Dark Gray Shale
Fragments
Material Origin Sta. 2+40, Row #1 Pas - chor Backfill
Moisture Preparation Procedure Air Dry /
Liquid Limit • 36 •
Plastic Limit 13
Plasticity Index (PI) 23 1'
Percent Passing No. 200 U.S. Sieve 44
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
.03,419414c____
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.03