ST0502A-LR150129• GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
1
10046 Monroe Drive 9 Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 76 (214-0142)
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
"Test Date: February 10, 2015 (am)
Report Date: February 25, 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./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. 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
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: fluyand@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
s 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.
iMCAL ENGINEERING
VIRONMENTAL CONSULTING
• 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. 77 (214-0142)
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: February 10, 2015 (pm)
Report Date: February 26, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Method: ASTM D6938 D698
Page 1 of 1
Material Description
Maximum
Optimum
Location1 levation(aml/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
107.5
17.0
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)
Inside" lane,;Norfh bound, Station 17+90,`11t
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•
tters 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.
alerts l„
Probe
Location1 levation(aml/or),Lift,
Irl -Placa
,' in=lace
Percent
Test No,
.. " No
Depth
Dry. Density
Moisture
Coimp fiction
.-
finches)
•:.,
. �. ,.
(Lbs/C>r.l{t:).
+ontgt (°14)
421
4
6
Outside lane, North bound, Station 17+90,
107.5
17.0
97.7
1" Lift
Inside" lane,;Norfh bound, Station 17+90,`11t
106.2
I �8
96.5-
f,ift
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•
tters 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 + GECITECHNICAL ENGINEERING
E + ENVIRONMENTAL CONSULTING
E + CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 + (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 78 (214-0142) Method: ASTM D6938 D698 Page 1 of l
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: February 12, 2015 (am)
Required Density (%): Min. 95%
�) Required Moisture (%): General Fill - Opt. ��
Moisture Content -2% to t5%
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. 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
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
cc: Mr. Rick Odell - Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppeiltx.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 fall 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 I • GEC)TECHNICAL ENGINEERING
E , • ENVIRONMENTAL CONSULTING
E I • 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. 79 (214-0142)
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: February 12, 2015 (pm)
Report Date: February 25, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. II
Moisture Content -2% to +5%
Method: ASTM D6938 D698
Page 1 of 1
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. 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
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
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
City of Coppell
February 26, 2015
GEE Consultants, Inc. TBPE Firm: F-321.2 Reviewed by:�' r...
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced with the full approval of GEE Consultants, Inc. The use of our name must rei
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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 79.
Page 2 of 2