ST0501-LR121004 OCT-09-2012 23:36 P.08
A
AVA 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.34 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:Tiseo Paving Company Material Description Maximum Optimum
Dry Moisture
Density Content
Project:Deforest Road Reconstruction (Lbs/CuFt) Percent
1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4
Test Date:October 2,2012 Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Fragments and Yellowish Brown Clayey Sand
Report Date:October 4,2012
3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(%): Min.95%
5 Dark Gray Clay 101.5 17.9
6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0
Required Moisture(%):Clay:OMC+5%;
Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2
Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2
Lime-treated:OMC-2'to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3
Occasional Gravel(Lime Treated)
10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 . r.-T
Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Per • .
No. No. Depth Dry Density Moisture C■ I ac•. 1
(inches) (Lbs/Cu.Ft.) Content(% (°
97 10 6 Retest of No.92 96.7 _ 23 0 " 91 1 *
* 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: °Marshall @@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@ iseoPaving.com
Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:bamobas @yahoo.com
Mr. Bobby Bounds-California Construction,Phone: 972-670-0368;via E-mail:Bobby @CalConTex.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: 02g4,4--
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.
OCT-09-2012 23:36 P.07
,.. A
Texas CM" Inc.
Construction Materials Testing GEE COflSU Itants� 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 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project:Deforest Road Reconstruction (Lbs/CuFt) Percent
1 Yellowish Brown Clayey Sand with Dark Gray 1153 12.4
Test Date:October 2,2012 Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date: October 4,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0
0 95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(/o):Min.
5 Dark Gray Clay 101.5 17.9
0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0
Required Moisture(/o):Clay:OMC+5%;
Sand: OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2
Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2
Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3
Occasional Gravel(Lime Treated)
10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1
Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. No. Depth Dry Density Moisture Compaction
'..7
(inches) (Lbs/Cu.Ft.) Content(%) - (/o)
91 10 6 MacArthur Blvd.,Northbound Decel. 104.5 18.9 98.5
Lane, 10'E. of Manhole,Subgrade
92 10 6 MacArthur Blvd., Southbound Decel. 96.8 20.8* 91.2
Lane,27'N.W. of Manhole, Subgrade
93 10 6 Westbound Deforest Rd,Crosswalk at 103.7 20.8 97.7
MacArthur Blvd., Subgrade
94 10 6 Eastbound Deforest Rd.,24'W.of E.End 105.4 18.7 99.3
(at Windsor Estates),Subgrade
95 10 6 Eastbound Deforest Rd., Sta.29+75, 105.0 15.9 99.0
Subgrade
96 9 6 Eastbound Deforest Rd.,Sta.26+80, 109.9 15.3 97.8
Subgrade
* Test results did not meet project specifications
.52:744"---
t°--24"--ki
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:972-289-0723;via E-mail:rCaudill @TiseoPaving.com
Mr.Walter Mitchell-Tiseo Paving Company,via E-mail:barnobas @yahoo.com
Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E-mail:Bobby @CalConTex.com
Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by:
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.