DR1201-LR130830 (4) AUG-29-2013 23:56 P.01/07
Texas CMT, Inc.
AVA
Construction Materials Testing
and Environmental Consulting Post-It®Fax Note 7671 Date a es ∎
P9
10044•Monroe Drive • Dallas, Texas 75229 • (214) 3 To 143-RRy (� W r From ISMS �TT� i !.
Co./Dept.EA)G6(TlyJ$s-T , Co.GEE- �wCOL 1 • .L�6,
Phone# ( z C3�04„2/(�4 Phone#`14...;52._
14/4 j5L_0157
Fax# 91�( o4_3 c-7o Fax# zi 43S z'61-72,_
REPORT OF IN-PLACE DENSITY AND .MOISTURE OF SOIL
Density Report No.20 (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:August 8,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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'%;
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(%) (%) •
46 2 10 Eastbound Lane,3r'Lift,Sta. 1+15, 12'N. 115.0 15.0 95.1
of S.End
,
47 2 10 Eastbound Lane,4th Lift, Sta. 1+20, 14'N. 115.3 12.1 95.4
of S.End
48 2 10 Eastbound Lane,3'd Lift,Sta.2+80,8'S.of 126.7 10.1 104.8
Centerline
49 2 10 Eastbound Lane,4th Lift,Sta.2+80, 8'S.of 121.4 10.2 100.4
Centerline _
50 2 10 Eastbound Lane,3'd Lift, Sta.4+00,8'S.of 123.4 11.9 102.1
Centerline _ _ _
51 2 10 Eastbound Lane,4th Lift,Sta.3+95, 8'S.of 123.8 9.2 102.4
Centerline
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 bv: �'i � _ ......
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.
AUG-29-2013 23:57 P.02/07
•
Texas CMT, Inca
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.21 (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:August 9,2013 2. Yellowish Brown Clayey Sand 120.9 112.2
(Select Fill)
Report Date:August 30,2013 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-F0 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(%) (%)
52 2 8 Eastbound Lane,Final Lift,Select Fill,Sta. 119.9 10.1 99.2
1+85,6'S.of Centerline
53 2 8 Eastbound Lane,Final Lift,Select Fill,Sta. 123.8 12.1 102.4
3+15,8'N.of S.Edge
54 2 8 Eastbound Lane,Final Lift,Select Fill,Sta. 124.5 11.1 103.0
4+90. 8'N.of S.Edge
• 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 @coppelitx.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: l/� �-.. .
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.
•
AUG-29-2013 23:57 P.03/07
A A i h,
AVA
Texas CMI Inca
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 (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:August 16,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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 •
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(%) (%)
55 6 8 Row#2 Backfill,2id Lift,8 Anchors E.of 109.0 18.5 100.7
W.End
56 6 8 Row#2 Backfill, 1'Lift,8 Anchors E.of 105.5 17.4 97.5
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: nmorth @arkcontractingservices.com
e
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: ( z -- .
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 C ,lnc. Th 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.
AUG-29-2013 23:57 P.04/07
A
Texas CMII Inc.
AVA •
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.23 (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:August 21,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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
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(%) (%)
57 6 8 Row#3 Backfill, 1"Lift,50'E.of W.End 110.9 15.0 102.5
58 6 8 Row#3 Backfill,2nd Lift,60'E.of W.End 111.8 14.9 103.3
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
.94,4___..
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: 02
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.
AUG-29-2013 23:57 P.05/07
•
Aw
ALVA 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.24 (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:August 22,2013 7:30 AM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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 .
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(/o) (%)
59 5 8 Row#4 Backfill,2''Lift, 10'S.of N.End 118.5 13.8 101.8 . .
60 6 8 Row#4 Backfill, ls'Lift,25'S.of N.End 108.8 21.3 100.6
61 5 8 Row#3 Backfill,Final Lift,75'E.of W. 116.7 15.2 100.3
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:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the frill 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.
AUG-29-2013 23:58 P.06/07
A
Texas CMT, Inc.
ATA
Construction Materials Testing GEE Consultants,W,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.25 (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:August 22,2013 3:00 PM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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(°/i).: 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
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(%) (%)
62 6 8 Row#4 Backfill,Final Lift, 15'S.of N. 113.1 17.5 104.5
End
63 6 8 Row#4 Backfill,2'Lift,90'E.of W.End 108.1 19.3 99.9 •
. 64 6 8 Row#4 Backfill, 1"Lift,80'E.of W.End 106.8 20.5 98.7
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: (
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.
AUG-29-2013 23:58 P.07/07
AT&
Texas CMT, Inc.
Construction Materials Testing GEE consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-695? • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.26 (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:August 23,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 30,2013 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
•
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(%) (%)
65 6 8 Row#4 Backfill,Final Lift,50'N.of S. 115A 16.0 106.7
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:
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
out 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.
TOTAL P.07