DR1201-LR130711 JUL-17-2013 01:50 P.11/14
Texas CMI, 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
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.10 (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:July 11,2013 8:00 AM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:July 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 .
Required Moisture(%):- '
Clays: OMC+O to+4%;
Sand and/or Select Fill:OMC-3 to+3%
•
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(%) (%)
27 2 8 Westbound Lane,Sta.3+90,N.Side 111.0 17.3* 91.8
Sidewalk,5'h Lift of Select Fill
28 2 8 Westbound Lane,Sta.2+90,N.Side 116.9 12.8 96.7
Sidewalk, 5th Lift of Select Fill
*Test results did not 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: 817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: ,„
All letters and reports arc for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas Cgl
use of c ur 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.
JUL-17-2013 01:50 P.12/14
ATA
Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044"Monroe Drive • Dallas, Texas 75229 • (214) 35 2-695 7 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.11 (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:July 11,2013 2:30 PM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:July 17,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
Required Moisture(%):
Clays:OMC+0 to+4%;
Sand and/or Select Fill:OMC-3 to+3%
•
•
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(%) (%)
29 2 8 Westbound Lane,Sta. 1+00, 8'N.of 118.9 11.8 98.3
Center Line,5th Lift of Select Fill
30 2 8 Westbound Lane,Sta.4+50,8'N.of 117.4 10.5 97.1
Center Line.3rd Lift of Select Fill
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: 817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by:
Ali 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,Inc. 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.