ST0502A-LR140930GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING GEE Consultants, Inc.
j- 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. 31 (214-0142) Method: ASTM D6938 D698 Page I of I
Client: City of C60pell
Project:� Freeport Parkway from Sandy
Lake Road to Ruby Road
I Test Date: September 30, 2014
Report Date: February 4, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5% 11
Material Description
1. Light Brown Sand w/ Dark Gray
Clay (Mix)
2. Dark Brown Sandy Clay w/ Organics
3. Dark Gray Clay
4. Dark Brown Sand w/ Red Clay Balls
and Organics
5. Orange Brown Sand w/ Clay Balls
6. Light Gray Flex Base
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
Percent
Compaction
(%)
(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
Test No.
Material
No.
Probe
Depth
(inches)
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft.)
- In -Place
Moisture
Content
Percent
Compaction
(%)
184
2
6
Storm Drain Line A, Station 1+50, I't Lift
100.8
19.5
96.1
185
2
6
Storm Drain Line A, Station 1+50, 2"' Lift
100.7
17.7
96.0
186
2
6
Storm Drain Line A, Station 5+00, Is` Lift
102.4
19.9
97.6
187
2
6
Storm Drain Line A, Station 5+00, 2" Lift
101.7
20.8
96.9
188
2
6
Water Line, Station 1+20, 1' Lift
101.6
17.0
96.9
189
4
6
Water Line, Station 1+20, 2" Lift
108.6
14.6
98.7
190
4
6
Water Line, Station 1+20, 3" Lift
115,1
15.0
104.6
191
5
6
Water Line, Station 2+80, V Lift
113.1
15.5
97.9
192
5
6
Water Line, Station 2+80, 2"' Lift
116.8
15.1
101.1
193
5
6
Water Line, Station 2+80, 3`d Lift
113.7
11.9
98.4
194
4
6
Water Line, Station 9+67.67, 1" Lift
105.7
13.9
96.1
195
4
6
Water Line, Station 9+67.67, 2 nd t
L
106.6
F 13.0
969
City of Coppell October 15, 2014
Test No.
Material
No.
Probe
Depth
(inches)
Location / Elevation (and/or) Lift
1n -Place
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content (%)
Percent
Compaction
(%)
196
4
6
Water Line, Station 9+67.67, 3`d Lift
105.5
14.6
959
197
2
6
Water Line, Station 4+35, 1" Lift
99.8
17.5
95.1
198
2
6
Water Line, Station 4+35, 2"d Lift
101.3
15.0*
96.6
199
2
6
Water Line,' Station 4+35, 3' Lift
101.8
15.3*
97.0
200
5
6
Water ,Line, Station 4 +-50, 1 S` Lift
112.1
13.5
97.1
201
5
6
Southbound; Right Lane, Station 15+70, 71"
Lift
112.1
11.9
�� 97.1
202
5
6
Water Line, Station 4+50, 2 n Lift
112.0
12.8
97.0
203
5
6
Water Line, Station 4+50, 31d Lift
110.9
12.2
96.0
204
5
6
Water Line, Station 4+50, 4" Lift
109.8
12.6*
95.1
205
6
6
Southbound Lane, Station 33+20, l t Lift,
20' W. of Freeport Parkway
1`38.9
5.6
96.1
206
6
6
Southbound Lane, Station 33+40, 1" Lift,
20'W. of Freeport Parkway
137.5
6.1
95.2
207
6
6
Southbound' Lane, Station 33+00, 1"Lift,
20'W. of Freeport Parkway
139.1
6.5
96.3
208
6
6
Southbound Lane, Station 33+30, 1" Lift,
20'W. of Freeport Parkway
137.8
5.6
95.4
209
5
6
Storm Drain C4, Station 1+40, 1' Lift
111.3
11.8
96.4
210
5
6
Storm Drain C1, Station 1+40, Is` Lift
110.6
11.6
95.8
211
2
6
Sanitary Sewer Line, Station 1+50„ 1" Lift .
99.8
15.9*
95.1
212
4
6
Sanitary Sewer Line, Station 1+50, 2"d Lift
110.1
15.0
100.1
213
214
4
4
6
6
Sanitary Sewuer Line, Station 1+50, 3" Lift '
Gabion Wall 3, Row 3, Station 17+00,
Stage 1, 1" Lift
104.8
111.7
16.9
17.4
95.3
101.5
215
4
6
Gabion Wall 3, Row; 3, Station 17+00,
Stage 1, 2nd Lift
113.0
16.1
102.7
216
4
6
Gabion Wall 3, Row 3, Station 17+00,
Stage 1, 3`d Lift
115,8
15.6
105.3
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 31.
Page 2 of 3
City of Coppell
Cl,, ho''r, W1`A
Test No.
Material
No.
Probe
Depth
Location / Elevation (and/or) Lift
In -Place
Dry Density
In -Place
Moisture
Percent
Compaction
217
5
6
Sanitary Sewer Line, Station 2+50, 1 " Lift
110.5
10.8
95.7
218
6
Sanitary Sewer Line, Station 2+50, 2n' Lift
112.4
12.6
97.3
219
5
6
Sanitary Sewer Line, Station 2+50, 3" Lift
117.3
11.8
101.6
220
4
6
Sanitary Sewer Line, Station 3 )+70, 1 " Lift
107.6
14.8
97.8
221
4
6
Sanitary Sewer Line, Station 33+70, 2111 Lift
109.6
12.8
99.6
222
4
6
Sanitary Sewer Line, Station 3+70, 3" Lift
106,5
14.9
96.8
223
2
6
Water Line, Station 9+75, 1 "Lift
100.6
15.3*
95.9
224
2
6
Water Line, Station 9+75, 2" Lift
1011.4
15.2*
96.7
225
4
6
Water Line, Station 12+50, 1 "Lift
110.7
14.6
100.6
226 1
4
Water Line, Station 12+50, 2"' Lift
107.9 1
13.7 1
98.1
* Test results donot meet project requirements.
cc: Mr. of Coppell, Phone: 972-304-3684;
k�r. Michael Garza CdyofC Phono:g72�04�6' -- ' ��''-- E-mail: ---
—� —'`
Mr. Mitch Holmes Nall &Perkins, Phone:
Mr.FruooiocoLuyundn-CDQui|dor `Lno`Phmoc:787-6X8-8207�'�aE-mail: fluyando@cdbuilderspr.com
-E-mail: '~'
All letters and reports are for the exclusive use ofthe client to whom they are addressed and shall not be reproduced without the full approval ofGEE Consultants, Inc. The rise ofom aine must receive
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 31.
Page 3 of 3
iNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Density Report No. 32 (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: October 1, 2014 (am)
Report Date: February 4, 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
Compaction
(%)-
(Lbs./cu.ft.)
Content
6
Storm Drain Line D2, Station 0+50, 1" Lift
(Percent)
1. Light Brown Sand w/ Dark Gray
107.6
18.3
Clay (Mix)
6
Storm Drain Line D2, Station 0+50, 2nd Lift
2. Dark Brown Sandy Clay w/ Organics
104.9
19.0
3. Dark Gray Clay
100.8
22.0
4. Dark Brown Sand w/ Red Clay Balls
110.0
14.6
and Organics
230
2
5. Orange Brown Sand w/ Clay Balls
115.5
13.6
6. Light Gray Flex Base
144.5
5.4
Test No.
Material
No.
Probe
Depth
(inches)
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft)
In -Place
Moisture
Content (%)
Percent
Compaction
(%)-
227
2
6
Storm Drain Line D2, Station 0+50, 1" Lift
103.6
17.3
98.8
228
2
6
Storm Drain Line D2, Station 0+50, 2nd Lift
104.6
17.9
99.7 `-
229
2
6
Storrn Drain Line D, Station 2+00, 1 st Lift
99.8
18.1
95.1
230
2
6
Storm Drain Line D, Station 2+00, 2nd Lift
100.6
17.6
95.9-
231
2
6
Storm Drain Line D4, Station 0+10, Is' Lift
106.9
19.9
101.9
232
2
6
Storm Drain Line D4, Station 0+10, 2nd Lift
105.9
18.6
101.0
233
4
6
Storm Drain Line D6, Station 0+05, 1St Lift
108.2
13.7
98.4
234
4
6
Storm Drain Line D6, Station 0+05, 2nd Lift
108.0
13.3
98.2
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.corn
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not he reproduced without the fall approval of GEB Consultants. (nc1 The tise of our name roust receive
our prior written approval. Out letters and repotas apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or snnilar products.
• GEOTECHNICAL ENGINEERING
E •ENVIRONMENTAL CONSULTING GEE Consultan-C ts, Inc.
[ E] • CONSTRUCTION MATERIALS TESTING
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. 34 (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: October 2, 2014 (pm)
Report Date: February 4, 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
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
Percent
Compaction
(Percent)
107.6
18.3
104.9
19.0
100.8
22.0
110.0
14.6
115.5
144.5
100.9
105.0
109.3
101.1
127.0
13.6
5.4
19.5
19.7
16.0
24
5.8
Test No.
Material
No.
Probe
Depth
(inches)
- Location / flevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content
Percent
Compaction
242
7
6
Southbound, Outside Lane Paving, Station
35+50
98.2
20.1
97.3
243
7
6
Southbound; Inside Lane Paving, Station 35+00
101.4
17.9
100.5
244
7
6
Southbound, Outside Lane Paving, Station
33+00
97.1
17.8
96.2
245
7
6
Southbound, Inside Lane Paving, Station 33+50
97.5
19.5
96.6
246
8
6
Southbound, Outside Lane Paving. Station
30+50
107.8
18.1
102.7
247
8
6
Southbound; Inside Lane Paving, Station 30+00
106.4
18.3
101.3
248
4
6
Gabion 3 Stage 1, row 1, Station 18+00, 1" Lift
108.4
17.8
98.5
244
4
6
Gabion 3 Stage 1, row'], Station 18+00,,2'4 Lift
105,8
19.0
96.1
City of Coppell October 15, 2014
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.eom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: '
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 prim' written approval. Our tetters 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. 34.
Page 2 of 2
Material
Probe
Location / Elevation (and/or) Lift
In` -Place
In -Place
Percent r
Test No.
No.
Depth',
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content
250
5
6
Gabion 3 Stage 1, Row 1, Station 18+00, 3" Lift
117.0
12.8
101.3
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.eom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: '
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 prim' written approval. Our tetters 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. 34.
Page 2 of 2
G I • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • 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. 35 (214-0142)
Client: City of Coppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: October 3, 2014 (pm)
Report Date: February 4, 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
Location /Elevation (and/or) Lift
Dry Density
Moisture
Percent'
(Lbs./cu.ft.)
Content
Depth
(Percent)
1. Light Br. Sand w/ Dark Gray Clay (N1ix)
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
113.4
12.7
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)
Lift
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
109.9
11.9
10. Dark Gr. Silty Clay (Cem. 'Treated)
101.1
24
11. Dark Brown Clay w/ Organics (Cem.
Lift
Treated)
254
12. Flexible Base
127.0
5.8
Co: 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@mpine,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 res
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
lin-Place
In -Place
Percent'
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content (%)
(%)
251
5
6
Southbound, Inside Lane, Station 18+50, 4" Lift
113.4
12.7
98.2
252
5
6
Southbound, Outside Lane, Station 18+00, 4'
115.8
13.6
100.3'
Lift
253
5
6
Southbound, Inside Lane, Station 15+50, 5"'
109.9
11.9
95.2
Lift
254
5
6
Southbound; Outside Lane, Station 15+50, 5t"
116.2
14.5
100.6
Lilt'
Co: 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@mpine,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 res
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 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 36 (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: October 7, 2014 (pm)
Report Date: February 4, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Material Description
Maximum
Optimum
Location I Elevation; (and/or) Lift
Dry Density
Moisture
Percent
Compaction
(%)
(Lbs./tuft.)
Content
6
Southbound, Inside Lane, Station 29+50
(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
106.2
18.3
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
Southbound, Inside Lane, Station 25+00
8. R. Br. Sandy Clay (Cement Treated)
105.0
19.7
9. V. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
100.1
18.1
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
Test No.
Material'
No.
Probe
Depth
(inches)
Location I Elevation; (and/or) Lift
In -Place '
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content (%)',
Percent
Compaction
(%)
255
8
6
Southbound, Inside Lane, Station 29+50
101.7
17.9
96.9
256
8
6
Southbound; Outside Lane, Station 29+00
104.0
18.4
99.0
257
8
6
Southbound, Inside Lane, Station 27+50
106.2
18.3
101.1
258
8
6
Southbound, Outside Lane, Station 27+00
101.1
18.4
96.3
259
8
6
Southbound, Inside Lane, Station 25+00
99.7
20.2
95.0
260
8
6
Southbound, Outside Lane, Station 25+00
100.1
18.1
95.E
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.eom
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-321.2 Reviewed by: �
,hers and reports are for the exclusive use of the client to whorn they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. Th use of ourm
nae 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 sinular products,
G I • GEOTECHNICAL ENGINEERING
E I • 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. 37 (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: October 14, 2014 (pm)
Report Date: February 4, 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
Compaction
(%)
(Lbs./cu.ft.)
Content
6
Southbound, Inside Lane, Station 19+00, 411 Lift
(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
104.1
14.8
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)
6
Southbound, Outside Lane, Station 22+00
8. R. Br, Sandy Clay (Cement Treated)
105.0
19.7
9. Y. Br Sand w/ Clay Balls (Cement
109.3
16.0
Treated)
101.9
18.5
10. Dark Gr. Silty Clay (Cem. Treated)
101.1
24
11. Dark Brown Clay w/ Organics (Cem.
Southbound; Outside Lane, Station 19+50
101.0
Treated)
96,2
268
12. Flexible Base
127.0
5.8
Test No.
Material
No.
Probe
Depth
(inches)
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content (%),
Percent
Compaction
(%)
261
5
6
Southbound, Inside Lane, Station 19+00, 411 Lift
114.4
12.3
99.0
262
5
6
Southbound, (Outside Lane, Station 19+10, 41 '.
Lift
115.4
14.3
99.9
263
9
6
Southbound, Outside Lane, Station 24+00
104.1
14.8
95.2
264
9
6
Southbound, Inside Lane, Station 23+50
109.4
15.1
100.1
265
8
6
Southbound, Outside Lane, Station 22+00
102.8
18.8
97.9
266
8
6
Southbound, Inside Lane, Station 21+50
101.9
18.5
97.0
267
8
6
Southbound; Outside Lane, Station 19+50
101.0
18.2
96,2
268
8
6
Southbound, Inside Lane, Station 19+00
106.6
19.6
101.5
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
City of Coppell October 15, 2014
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.com
GEE Consultants, Inc. TBPE Firm: F-321.2 Reviewed
;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.
GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 31.
Page 2 of 2
• GEOTECHNICAL ENGINEERING
E • 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. 38 (214-0142)
Client: City ofC6ppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: October 16, 2014 (pm)
Report Date: February 4, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +5%
Method: ASTM D6938 D698
Page 1 of I
Material Description
Maximum
Optimum
Location / Elevation (and/or) Lift
Dry Density
Moisture
Percent`
Compaction
(%) _
(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
103.4
21.4
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
11. Dark Brown Clay w/ Organics (Cem.
Treated)
12. Flexible Base
127.0
5.8
Test No.
Material
No.
' Probe
Depth,
(inches)
Location / Elevation (and/or) Lift
In=Place `
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content (%)
Percent`
Compaction
(%) _
269
1
6
Gabion 3, Stage 1, Row 2, Station 30' West of
the Bridge, I` Lift
102.3
22.4
95.1
270
I
6
Gabion 3, Stage 1, Row 2, Station 30' West of
the Bridge, 2' Lift
103.4
21.4
96.1
271
1
6
Gabion 3, Stage 1, Row 2, Station 15' West of
the Bridge, 3" Lift
102.7
18.9
95.4
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: inholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail fluyando@cdbuilderspr.com
GE T
EE Consultants, Inc. BPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to wham they ate addressed and shall not be reproduced without the full approval of GEF. Consultants; Inc. 'rhe use or 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 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 39 (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: October 17, 2014 (pm)
Report Date: February 4, 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
104.5
22.2
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
Gabion Wall; Stage 1, Row 2,',30' W. of N. End
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.
Gabion Wall, Stage 1, Row 2, 30' W. of N. End
107.1
Treated)
102. f
12, Flexible Base
127.0
5.8
Ce: 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:
etter 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 run 't receive
our prior written approval, Our letters and reports apply only to rhe 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 (%)
(%)
272
3
6
Gabion Wall. Stage 1, Row 2, 30' W. of N. End
104.5
22.2
103.7
ofthe Bridge. god Lift
273
3
6
Gabion Wall; Stage 1, Row 2,',30' W. of N. End
105.0
22.0
104.2
of the Bridge, I" Lift
274
2
6
Gabion Wall, Stage 1, Row 2, 30' W. of N. End
107.1
20.1
102. f
of the Bridge, 31 Lift
Ce: 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:
etter 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 run 't receive
our prior written approval, Our letters and reports apply only to rhe sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
V I • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
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. 40 (214-0142) Method: ASTM D6938 D698 Page I of I
Client: City of C6ppell
Project: Freeport Parkway from Sandy
Lake Road to Ruby Road
Test Date: October 24, 2014 (pm)
Report Date: February 4, 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
112.5
15.0
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)
6
Gabion 4, Stage 1, Row 2, Station 20' West of
S. 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.
Gabion 4, Stage I, Row 2, Station 20' West of
106.7
Treated)
97.0
12. Flexible Base
127.0
5.8
Test No.
Material
Probe
Location / Elevation (and/or) Lift
Irl -Place
In -Place
Percent
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft)
Content (%)
(%)
275
4
6
Gabion 4, Stage 1, Row 2, Station 20' West of
112.5
15.0
102.3
Pier 4A, I" Lift
276
4
6
Gabion 4, Stage 1, Row 2, Station 20' West of
105.6
18.0
96.0
Pier 4A, 2' Lit}
277
4
L6
Gabion 4, Stage I, Row 2, Station 20' West of
106.7
17.3
97.0
Pier 4A, 3rd 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@tnpine,com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E --mail: fluyando@cdbuilderspr.com
ow pum written approval. uur letters ana reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.