DR1201-LR130918 SEP-20-2013 20:09 P.06
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
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.33 (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:September 13,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:September 18,2013 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+O to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3%; Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 18.1
-
Clay with Gravel
8. Light Brown Clayey Sand(Cem- 118.6 11.5
•
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
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(%) (%)
83 9 6 Cem-lime treated subgrade,westbound 111.5 10.2* 97.9
lane,sta.4+90, 12'S.of N.Edge
84 9 6 Cem-lime treated subgrade,eastbound 110.6 9.4* 97.1
lane,sta.3+90,4'N.of Inlet
85 8 6 Cem-lime treated subgrade,westbound 116.0 9.2* 97.8
lane,sta.2+90, 10'S.of N.Edge _ -
86 9 6 Cem-lime treated subgrade,eastbound 111.4 12.8 97.8
lane,sta. 1+90,6'N.of S.Edge
87 9 6 Cem-lime treated subgrade,westbound 107.5 15.6* 94.4*
lane,sta 0+50.4'S of N Fdpe
* Test results did not meet project specifications
Test results recomputed using new Proctor Material No.9 and verbally provided to Brian of Fain Group at 9:43 AM on
September 17,2013.
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
-4 Reviewed b : /
Texas CMT,Inc. TBPE Firm: F-4521 Rev e v
All 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.
SEP-20-2013 20:09 P.05
YA
texas CMS, 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.32 (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:September lll,2013 5:30 PM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:September 18,2013 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%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill.:OMC-3 to+3%; Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 18.1
Clay with Gravel
8. Light Brown Clayey Sand(Cem- 118.6 11.5
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
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(%) (%)
80 5 6 Row 7 Gabion Backfill,3rd/Final Lift, 15' 113.6 15.3 97.6
W.of E.End
81 6 6 Row 7 Gabion Backfill,2°d Lift, 117'E.of 113.0 19.4 104.4
W.End
82 5 6 Row 6 Gabion Backfill,Final Lift, 18'E. of 119.9 13.9 103.0
W.End
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
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:
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.