ST0501-LR120627 (2) JUL-02-2012 04:35 P.04
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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
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REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 15 (211-0125 /ST-05-01) Method:ASTM D6938 D628 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Project:Deforest Road Reconstruction Density Content
(Lbs/CuFt) Percent
Test Date:June 25,2012 1 Yellowish Brown Clayey Sand with D rk 115.5 12.4
Gray Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasio al Rock 112.6 12.9
Report Date:June 27,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional 104.0 15.0
Required Density(%):Min.95% Aggregate
4 Dark Gray and Yellowish Brown Sand Clay 109.5 15.3
Required Moisture(%):Clay: OMC+5%; 5 Dark Gray Clay 101.5 17.9
Sand:OMC±3% 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0
• Balls
7 Dark Gray and Dark Brown Clay 100.4 22.2
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth - Dry Dens ty Moisture Compaction
(inches) (Lbs/Cu.I){t.) Content(%) (%)
31 6 6 S. Side Wall, 12"Below Bottom of Weep 109.2 13.3 100.6 '
Hole,4'6"N.of Wall, Station 9+50
32 6 6 S. Side Wall, 12"Below Bottom of Weep 105.4 10.3 97.1
Oil :
Hole,6'N.of Wall,Station 12+50
33 6 6 S. Side Wall,4'6"Below Top of Wall, 7'6" 104.0 11.1 95.8
N.of Wall,Station 15+90
34 6 6 S. Side Wall,4'6"Below Top of Wall, 8' 105.6 8.5* 97.2 /
N.of Wall,Station 18+36
*Test results did not meet project specifications
�/cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax:972-304-3570 ik It
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMar a @coppelltx.gov f
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Da .DeGroot @Surges `1p •. .
Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via E-mail: Caudill @TiseoPav' .co
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
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Texas CMT,Inc. TSPE Firm: F-4521 eviewed by: 4i�
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 bf 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.
JUL-02-2012 04:35 P.05
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C
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Texas CMI! , Inc.
Construction Materials Testing GEE Consultants, Inc.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOIS URE OF SOIL
Density Report No. 16 (211-0125 /ST-05-01) Method:ASTM D6938 D 98 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Project:Deforest Road Reconstruction Density Content
(Lbs/CuFt) Percent
Test Date:June 26,2012 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4
Gray Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date:June 27,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional 104.0 15.0
Required Density(%):Min.95% Aggregate
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Moisture(°,/o):Clay:OMC+5%; 5 Dark Gray Clay 101.5 17.9 .
Sand:OMC±3% 6 Yellowish Brown Silty Sand with Sandy y Clay 108.6 13.0
Balls
7 Dark Gray and Dark Brown Clay 100.4 22.2
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Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place r Percent
No. Depth Dry Dens ty Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
35 6 6 9'Behind S. Side Wall,2'Below Top of 108.3 15.2 99.7
Wall,Station 9+50
36 6 6 9'Behind S. Side Wall,2'Below Top of 105.3 12.2 97.0
Wall,Station 11+10
37 6 6 6'Behind S.Side Wall,2'Below Top of 106.3 14.5 97.9
Wall,Station 14+00
38 6 6 Retest No. 34 110.0 16.1 iy4it• 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 @coppell :
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Daip.DeGroot @B. I:-ssN'i le.com
Mr.Robert Caudill-Tiseo Paving Company,Phone: 972-289-0723;via E-mail:iCaudill @Tiseo-. •i g.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.co r
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed b :
o - / 1
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 th quantities of apparently identical or similar products. w
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