ST0502A-LR150218G • GEoTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 80 (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: February 18, 2015
Report Date: February 27, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. II
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. 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.
98.1
21.8
Treated)
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed' LS & Fragments
132.2
7.2
(Flexible Base)
429 4 6 Gabion Wall 4, Row 4, Stage 2, Backfill, 1" 106.1
Lift
431 I 4 I 6 I Gabion Wali 4, Row 4, Stage 2, Backfill,I 113.4
3rd Lift
17.2 1 96.5
14.3 1 103.1
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: M
: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 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.
'G • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
�� • 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. 81 (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: February 18, 2015 (11:20 am)
Report Date: February 27, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. ��
Moisture Content -2% to +5%
Material Description
1. Light Br. Sand w/ Dark Gray Clay (Mix)
2. Dark Brown Sandy Clay w/ Organics
3. Dark Gray Clay
4. Dark Br. Sand w/ Red Clay Balls &
Organics
5. Orange Brown Sand w/ Clay Balls
6. Light Gray Flex Base
7. R. Brown & Dark Gray Silty Clay (Cement
Treated)
8. R. Br. Sandy Clay (Cement Treated)
9. Y. Br Sand w/ Clay Balls (Cement
Treated)
10. Dark Gr. Silty Clay(Cem. Treated)
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
13. Tan & Gray Crushed LS & Fragments
(Flexible Base)
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
107.6
18.3
104.9
19.0
100.8
22.0
110.0
14.6
115.5
13.6
144.5
5.4
100.9
19.5
105.0
19.7
109.3
16.0
101.1
24
98.1
21.8
127.0
5.8
132.2
7.2
432 4 6 Gabion Wall 1, Row 3, Stage 2, Backfill, 1"� 110.3 � 14.5 � 100.3
Lift
434 I 4 I 6 ( Gabion Wall 1, Row 3, Stage 2, Backfill,I 109.2
3`d Lift
436 4 6 Northbound, Outside Lane, Backfill, 107.5
Station 15+20, 1g` Lift
16.6 1 99.3
14.3 1 97.7
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 27, 2015
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed
iters 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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 81.
Page 2 of 2
7 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LE] • CONSTRUCTION MATERIALS TESTING
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. 82 (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: February 19, 2015
Report Date: February 27, 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. 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.
98.1
21.8
Treated)
12. Flexible Base
127.0
5.8
13. Tan & Gray Crushed LS & Fragments
132.2
7.2
(Flexible Base)
City of Coppeli February 27, 2015
I 443 I 4 I 6 I Underground Electrical Power Line,( 113.0 14.5 1102.7
Backfill, Station 13+20, 2nd Lift
445 I 2 I 6 I Northbound, Inside Lane, Station 19+00,I 103.9 I 18.5 I 99.0
Final Lift
cc: Mr. Rick Odell - Rodell@coppelltx.gov
Mr. Michael Garza - City of Coppeli, 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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 82.
Page 2 of 2
G1 • GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
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. 83 (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: February 20, 2015
Report Date: February 27, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
1. Light Br. Sand w/ Dark Gray Clay (Mix)
2. Dark Brown Sandy Clay w/ Organics
3. Dark Gray Clay
4. Dark Br. Sand w/ Red Clay Balls &
Organics
5. Orange Brown Sand w/ Clay Balls
6. Light Gray Flex Base
7. R. Brown & Dark Gray Silty Clay (Cement
Treated)
8. R. Br. Sandy Clay (Cement Treated)
9. Y. Br Sand w/ Clay Balls (Cement
Treated)
10. Dark Gr. Silty Clay (Cem. Treated)
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
13. Tan & Gray Crushed LS & Fragments
(Flexible Base)
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
107.6
18.3
104.9
19.0
100.8
22.0
110.0
14.6
115.5 13.6
144.5 5.4
100.9 19.5
105.0 19.7
109.3 16.0
101.1 24
98.1 21.8
127.0 5.8
132.2 7.2
City of Coppell February 27, 2015
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 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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 83.
Page 2 of 2
-material
Probe,
Location / Elevation (and/or) Lift
In -Place ,
'In -'lace
Percent
Test No.
INdT
Depth
Dry Density
. Moisture
Compaction
(inches)
(Lbs/Cu.11t)
Content (%)
(%)
453
11
6
Northbound, Inside Lane, Subgrade, Station
94.2
21.8
96.0
19+00
454
11
6Ncn1lbound,
Outside Lane, Subgrade,
96.9
22.E
98.8 j
Station 19+0
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 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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 83.
Page 2 of 2