ST0501-LR120730 JUL-31-2012 02:53 P.01
C
Texas CMT. Inc.
Post-ite Fax Note 7671
Date it of
Construction Materials Testing pages*
and Environmental Consulting To I...-A RRY DA v Is From T a s�,,.a A�Ty
CaJDeptJNS?FFC roR Co. &c t^ESY)s 011_4.06
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352. Phone#(,� 7 d / p���! 4,7 -7
-1 /2-3 0T- 4.84 phone#2_1 4'_35-2, J5-!
Fax# 97 2-304-3 576 Fax#Z/ 3 52 e6e't 7 2
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.21 (211-0125 /ST-05-01) Method:ASTM D6938 D698 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:July 24,2012 1 Yellowish Brown Clayey Sand with Dark Gray Silty Clay 115.5 12.4
(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock Fragments 112.6 12.9
Report Date:July 30,2012 and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional Aggregate 104.0 15.0
Required Density(%):Min.95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
5 Dark Gray Clay 101.5 17.9
Required Moisture(%):Clay: OMC+5%; 6 Yellowish Brown Silty Sand with Sandy Clay Balls 108.6 13.0
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 Occasional 112.4 14.3
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
(inches) (Lbs/Cu.Ft.) Content(%) (%)
49 8 6 Cement-treated Subgrade,Eastbound Lane,Sta. 10+50 107.3 17.4 101.6 tioef
50 8 6 Cement-treated Subgrade,Eastbound Lane, Sta. 12+88 110.2 16.1 104.4`-�
51 8 6 Cement-treated Subgrade,Eastbound Lane,Sta. 14+25 106.5 18.3 100.9 -
52 8 6 Cement-treated Subgrade,Eastbound Lane,Sta. 16+50 111.0 15.9 105.1
53 8 6 Cement-treated Subgrade,Eastbound Lane, Sta. 18+50 107.9 15.2 102.2
54 8 6 Cement-treated Subgrade,Eastbound Lane,Sta.20+50 108.3 16.9 102.6
55 8 6 Cement-treated Subgrade,Eastbound Lane,Sta.22+50 109.8 , s 18.1 104.0
56 8 6 Cement-treated Subgrade,Eastbound Lane,Sta.24+50 112.► 16.2 106.1
(%; 1 ':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 Z •ppe .gov ,/j
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.D? .- %tBurgessNip e.c�y1�� (/
Mr.Robert Caudill-Tiseo Paving Company,Phone: 972-289-0723;via E-mail:rCau•'l1 @TiseoP '
Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:barnobas @yahoo.com 4
)
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 poor 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-31-2012 02:53 P.02
C
Texas CMT, Inc.
A. T
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.22 (211-0125 /ST-05-01) Method:ASTM D6938 D698 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:July 25,2012 1 Yellowish Brown Clayey Sand with Dark Gray Silty Clay 115.5 12.4
(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock Fragments 112.6 12.9
Report Date:July 30,2012 and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional Aggregate 104.0 15.0
Required Density(%):Min.95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
5 Dark Gray Clay 101.5 17.9
Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand with Sandy Clay Balls 108.6 13.0
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 Occasional 112.4 14.3
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
(inches) (Lbs/Cu.Ft.) Content(%) (%)
57 10 6 Lime-treated Subgrade,Eastbound Lane,Sta. 18+25, 111.1 14.7 104.7
14'N. of Fence
58 9 6 Lime-treated Subgrade,Eastbound Lane,Sta.8+05, 8' 111.3 16.1 99.0
N. of Retaining Wall
•
59 10 6 Lime-treated Subgrade,Eastbound Lane, Sta. 6+00,8' 107.7 17.4 101.5
N. of Fence
60 10 6 Lime-treated Subgrade,Eastbound Lane, Sta.4+00,2 108.5 17.6 102.3
N. of Fence 1 i
61 9 6 Lime-treated Subgrade,Eastbound Lane,Sta. 2+00 8' • 110.6 14.7 98.4
N. of Fence
62 10 6 Lime-treated Subgrade,Eastbound Lane,Sta.0+'0, :; ' 100.2 19.0 94.4*
S. of Centerline !
63 10 6 Retest of No.62 I 102.5 17.5 96.6
Test results meet project specifi at /// t e l�/ -
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:97 +4-3'+0 1
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E- ',.i1: . /.rshall @coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via t • .Dan.DeGroot @Burger ple.c
Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via E-mail:rCaudill @Tise ing.com
Mr.Walter Mitchell-Tiseo Paving Company,via E-mail:bamobas @yahoo.com
0 -/ I ji,._ -
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.
JUL-31-2012 02:53 P.03
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
GENERAL REPORT SIEVE ANALYSIS
Report Date: July 30,2012 Test Date:July 21,2012 10:30 AM
Client: City of Coppell Sieve Analysis Report No.: 1
Project Deforest Road Reconstruction,Coppell,Texas Project No.:211-0125/ST-05-01
Identification: Sieve Analysis of Road Mixed Material(Cement Treated)
Method of Test: TEX-101-E Page 1 of 1
Results
Specifications
Tex-DOT Item 275-2004
Location Actual Percent Passing Minimum Percent Passing
13/4" %" #4 13/4" 3/4" #4 Sieve
Sieve Sieve Sieve Sieve Sieve
1 Deforest Road,Eastbound Lane, Sta. 8+86, 12' 100.0 100.0 79.5 100.0 85.0. 60.0
N.of Wall
2 Deforest Road,Eastbound Lane,Sta. 11+50, 10' 100.0 99.0 60.1 100.0 85.0 60.0
N. of Wall
3 Deforest Road,Eastbound Lane,Sta. 14+50, 12' 100.0 100.0 76.6 100.0 85.0 60.0
N. of Wall
4 Deforest Road,Eastbound Lane,Sta. 17+25, 10' 100.0 100.0 67.4 100r 85.0 60.1"
N. of Wall
Test results meet the project specifications.
Technician: MR if 4d) (/
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
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.