ST0502A- LR150617• GEOTECHNICAL ENGIINEERING
E I • ENVIRONMENTAL CONSULTING
E ' • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1.1.2 (214-0142) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Freeport Parke,ay from Sandy
Lake Road to Ruby Road
Test Date: May 18, 2015
Report Date: June 17, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
'Locatiion! evation;(andltrr) Lift
Dry Density
Moisture
Percent
(.Lbs./cu.ft.)
Content
Depth'
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (Mix)
107.6
18.3
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Br. Sand w/ Red Clay Balls &
110.0
1.4.6
Organics
130.9
6.4
5. Orange Brown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
Treated)
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24.0
11. Dark Brown Clay w/ Organics (Cem.
98.1
21.8
Treated)
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
;
nteiial
Probe
'Locatiion! evation;(andltrr) Lift
]n- lace
In -Place
Percent
test No
moo,
Depth'
Dfy Density
1VloistItrre=
Cbmpaetlim
(inches},
(Lbs/CuXt;)
Content(%)
549
13
6"
Retaining Wall D, Station 19+10 Subgrade
130.9
6.4
99.0
6"
Retaining Wall D, Station 18+50 Subgrade
129.3
7.8
` 97.8
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes -"Teague, Nall & Perkins,Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: 4, ' ' 11" -
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 GEE Consultants, 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.
V • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 113 (214-0142) Method: ASTM D6938 D698 Page 1 of 1
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: May 20, 201:5
Report Date: June 17, 20115
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
Location / Elevation (and/or) Lift
Dry Density
Moisture
Percent '
(Lbs./cu.ft.)
Content
DepthDry
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (Mix)
107.6
18.3
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Br. Sand w/ Red Clay Balls &
110.0
14.6
Organics
100.5
17.6
5. Orange Brown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
Treated)
Medlan Nose Pavement; Bakfll Station
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24.0
11. Dark Brown Clay w/ Organics (Cem.
98.1
21.8
Treated)
97.2
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr, Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: & / 'u "'I lmlq "
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 GEE Consultants, 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.
terial'
Probe
Location / Elevation (and/or) Lift
In -Place
ln-plaee'
Percent '
DepthDry
Density
Moisture
Compaction
(inclies)
(Lbs/Cu-Ft)
Content (%)
551
2
6°
Median Nose Pavement; Backfill Station
100.5
17.6
95.8
33+80
Medlan Nose Pavement; Bakfll Station
101.5
17.8
X6,8
553
2
6"
Median Nose Pavement; Backfill Station
101.9
18.0
97.2
30+40
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr, Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: & / 'u "'I lmlq "
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 GEE Consultants, 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.
V' • GEOTECHNICAL ENGINEERING
El • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
JJ
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
Density Report No. 114 (214-0142)
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: May 20, 2015
Report Date: June 17, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Method: ASTM D6938 D698
Page I of 1
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./tuft.)
Content
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (Mix)
107.6
18.3
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Br. Sand w/ Red Clay Balls &
110.0
14.6
Organics
5. Orange Brown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
Treated)
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24.0
11. Dark Brown Clay w/ Organics (Cem.
98.1
21.8
Treated)
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes- Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpi
Mr. Francisco Luya.ndo - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@
R . db00
GEE Consultants, Inc. TBPE Firm: F-3212 eviewe
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 GEE Consultants, 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.
G • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL GEE Consultants,Inc.
�
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 115 (214-0142) Method: ASTM D6938 D698 Page I of 2
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: June 1, 2015
Report Date: June 17, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
Location / Pe, 60 Lift
Dry Density
Moisture
Iay1'lac±
(Lbs./cu.ft.)
Content
;: Flo:
it fth
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (Mix)
107.6
18.3
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Br. Sand w/ Red Clay Balls &
110.0
14.6
Organics
5
6"
5. Orange Brown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
Treated)
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
8.1
96.7
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24.0
11. Dark Brown Clay w/ Organics (Cem.
98.1
21.8
Treated)
560
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
1 terirtl
' Pr6be
Location / Pe, 60 Lift
In-Plaee � '
Iay1'lac±
PiwrOot
Fest to
;: Flo:
it fth
Dry Density
Moisture=
Compaction
(inches)
(Lbs/Cu.Ft.)
Content (""/oj
("i'•)
558
5
6"
Median Nose Station 11+30, Subgrade;
118.3
13.3
102.4
Final Lift
X59
13
6'`
Medihan::Nose Station 10+50, Subgrade,
127.9
8.1
96.7
560
1
6"
Median Nose Station 12+30, Subgrade;
162.9
20.6
95.7
Final Lift
561
2
6"
Median Nese Station 18+80, Subgrade;
102.8
14.1
98.0
Firxal-Lift .
562
1
6"
Median Nose Station 25+80, Subgrade;
103.5
18.9
96.2
Final Lift
6
"1
6«,
Mediad Noise tati(�n 26+90, ubrade;
104.8
19:5
97.4
Final Lift
City of Coppell June 17, 2015
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden@coppelltx.gov
Mr. Michael Garza -'City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312.4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@edbuilderspr.eom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: r'o
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 GEE Consultants, Inc.
The use of our name must receive our priorwritten 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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 115
Page 2 of 2
1. • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OFIN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 116 (214-0142) Method: ASTM D6938 D698 Page 1 of 1
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: June 3, 201.5
Report Date: June 17, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (Mix)
107.6
18.3
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Br. Sand w/ Red Clay Balls &
110.0
14.6
Organics
5. OrangeBrown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
"Created)
8.R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated}
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24.0
11. Dark Brown Clay w/ Organics (Cem.
98.1
21.8
Treated)
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
cc: Mr. Rick Odell -City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes -• Teague, ball & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpine.eom
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc.: TBPE Firm: l~-3212
Reviewed by: - -'V""'"` - I -"
711 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 GEE Consultants, 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.