ST0502A-LR141230IIGI • GEOTECHNICAL ENGINEERING
E] -ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LE
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 62 (214-0142) Method: ASTM D6938 D698 Page 1 of I
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: December 30, 2014 (am)
Report Date: February 18, 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)
I. 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
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
378 12 ( 6 Retaining Wall E, North Half Backfill, 3rd I 123.2 4.8 97.0
Lift
(� 380 I 12 ( 8( Retaining Wall E, North Half Backfill, 1`t I 120.6 I 5.4 I 95.0 II
Lift
cc: Mr. Rick Odell -Rode I I@coppel Itx.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: #luyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 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 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.
I• GEOTECHNICAL ENGINEERING
C I • ENVIRONMENTAL CONSULTING
E • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 63 (214-0142) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: December 30, 2014 (pm)
Report Date: February 18, 2015
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
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
14.6
Organics
120.9
6.7
.5. Orange Brown Sand w/ Clay Balls
11.5.5
13.6
G Light Gray Flex Base
144.5
5.4
7. R. Brown & Dark Gray Silty Clay (Cement
100.9
19.5
Treated)
6
Retaining Wall E, North Half Backfill, 5th
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
11. Dark Brown Clay w/ Organics (Cem.
Retaining Wall E, North Half Backfill, 6th
139.0
Treated)
96.2
12. Flexible Base
127.0
5.8
cc: Mr. Rick Odell - Rodell@coppelitx.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
0�GEE Consultants, Inc. TBPE Firm: F-3212 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 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.
Matotial
Probe
Location / Elevation;(and/or) Lift
In Place
In -Place
Percent
'Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft)
Content (%)'
(%)
381
6
b
Retaining Wall E, North Half Backfill, 4"
120.9
6.7
95.2
Lift
382
6
6
Retaining Wall E, North Half Backfill, 5th
138.5
6.6
95.8
Lift
383
12
6
Retaining Wall E, North Half Backfill, 6th
139.0
5.8
96.2
Lift
cc: Mr. Rick Odell - Rodell@coppelitx.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
0�GEE Consultants, Inc. TBPE Firm: F-3212 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 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.
-INICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 64 (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: January 05, 2015 (pm)
Report Date: February 18, 2015
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./eu.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
14.6
Organics
140.1
5.5
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)
4
1 Pavement, Outside Lane, South bound,
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
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
cc: Mr. Rick Odell - 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: �,
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 rec
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.
Material
Probe
Location! Elevation (and/or) Lift
In -Place
In -Place
Percent
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft,)
Content
384
6
4
Pavement, Inside Lane, South bound,
140.1
5.5
97.0
Station 18+50
385
6
4
1 Pavement, Outside Lane, South bound,
138.1
5.6
95.6;
Station 18+50,
cc: Mr. Rick Odell - 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: �,
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 rec
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.
G1 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LE] * 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. 65 (214-0142) Method: ASTM D6938 D698 Page I of 1
Client: City of Cop pell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: January 14, 2015 (am)
Report Date: February 18, 2015
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
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
14.6
Organics
121.9
4.1
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)
4
Driveway 3 Left Lane, Station 4+10, Final
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
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
m Mr. Rick Odell - 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@tnpine.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:
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.
Material
Probe
Location / Elevation (and/or) Lift
Irl -Place
In -Place
Percent
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content
386
12
4
Driveway 3, Right Lane, Station 4+10,
121.9
4.1
96.0
Final Lift
38
12
4
Driveway 3 Left Lane, Station 4+10, Final
124.0
4.2
97.6'
Lift'
m Mr. Rick Odell - 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@tnpine.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:
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.
G1 « GEOTECHNICAL ENGINEERING
E] • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LE] • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 66 (214-0142) Method: ASTM D6938 D698 Page I of 1
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
I Test Date: January 16, 2015 (am)
Report Date: February 18, 2015
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
In -Place
(Lbs./cu.ft.)
Content
No.
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
14.6
Organics
2
8
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'freated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
18.4
99.0
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
cc: Mr. Rick Odell - 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: �--""
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 rec
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.
Material
Probe
Location / Elevation (and/or) Lift
In -Place
In -Place
Percent
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.l tt)
Content (°I°)'
(°lo)
388
2
8
Driveway 3, Median Crossing, Station
104.1
18.2
99.2
11+80, 1St Lift
389%
2
6
Driveway 3 Median Crossing, Station
103.8
18.4
99.0
12+00, Ind Lift
cc: Mr. Rick Odell - 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: �--""
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 rec
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.
iNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 67 (214-0142) Method: ASTM D6938 D698 Page I of 1
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: January 16, 2015 (pm)
Report Date: February 18, 2015
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
In -Place
(Lbs./cu.ft.)
Content
No.,
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
14.6
Organics
2
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)
17.1
99.0,
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
cc: Mr. Rick Odell - RodeII@coppeIltx.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:
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.
lkaterial
Probe
Location / Elevation (and/or) Lift
In -Place =-
In -Place
Percent
Test No
No.,
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft)
Content (%)'
(%°)
390
2
6
Driveway 3, Median Crossing, Station
103.0
19.9
98.2
12+00, 3rd Lift
391
� 4
``6
Dniv�way 3, Median Crossing, Station
108.9
17.1
99.0,
I 1+80, 4th' Litt
cc: Mr. Rick Odell - RodeII@coppeIltx.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:
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 GEE Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 68 (214-01.42) Method: ASTM D6938 D698 Page I of 1
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: January 21, 2015 (pm)
Report Date: February 18, 2015
Required Density (%): Min. 95%
1 Required Moisture (%): General Fill - Opt. ��
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
Location 1 Elevatiot Oncl/nr) Lift
Dry Density
Moisture
Percent
(Lbs./cu.ft.)
Content
Depth
(Percent)
L 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
114.2
12.1
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)
6
Inside Lane, Northbound, Station 18+30,;
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
11. Dark Brown Clay w/ Organics (Cem.
Inside Lane, North bound, Station 18+30,
104.1
Treated)
96.7
12. Flexible Base
127.0
5.8
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
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:..� ..
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 re,
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.
Material-
:Probe
Location 1 Elevatiot Oncl/nr) Lift
In -Place
In -Place
Percent
Telt 110,
No..
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content (°fo),
(°l•)
392
5
6
Inside Lane, North bound, Station 18+30,
114.2
12.1
98.9
Backfill, I" Lift
393
1
6
Inside Lane, Northbound, Station 18+30,;
106.2
17.2
98.7
Backfill, 2n' Lift
394
1
6
Inside Lane, North bound, Station 18+30,
104.1
17.4
96.7
Backfill, 3" Lift
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
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:..� ..
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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.