ST0301C- LR160114 (4)G1 * GEOTECHNICAL ENGINEERING
E I -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. 27 (215-140) Method: ASTM D2922 D3017 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 14, 2016
Report Date: February 18, 2016 (Rev.)
Required Density (%):! Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2'Yo to +4%
Material Description
1. Light Brown Clayey Sand
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
3. Brown and Yellowish Brown Clayey Sand
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
Side)
6. Brown Sandy Clay (Lime Treated) (South
Side)
7. Reddish Brown Clayey Sand and Reddish
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
106.3
13.8
104.8 15.2
108.1 16.1
115.3 11.8
96.7 22.4
103.0 19.0
112.2 14.0
102.4 19.8
260 8 6 1 Station 1+50, Line A, 21 " Storm Drain, 3' 106.3 I 18.9I 103.8
Below Final Grade I
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 LZZ-2—L"Lz�
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
E •ENVIRONMENTAL CONSULTING GEE Consultants, Inc,
1 9- 1 • 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. 28 (215-140) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 15, 2016
Report Date: February 18, 2016 (Rev.)
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
264 ' 8 I 6 ( Bethel Rd., 21" Storm Drain, Line A,I 104.0 ( 20.0 I 101.6
Station 2+50, 2' Below Final Grade
II 266 ( 8 I 6 Bethel Rd., 21" Storm Drain, Line A, ( 105.6 ( 20.2 ( 103.1 (I
Station 2+50, on Final Grade
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.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
�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. 29 (215-140) Method: ASTM D2922 D3017 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January l9,2016
Report Date: February 18, 2016 (Rev.)
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
120.2
Dry Density
Moisture
104.3
(Lbs./cu.ft.)
Content
Existing Grade
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
Lateral B-2, 18" Storm Drain, 1' Below
117.3
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
Final Grade
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
267
4 6
Lateral B-2, 18" Storm Drain, 3' Below
120.2
13.3
104.3
Existing Grade
269
7 6
Lateral B-2, 18" Storm Drain, 1' Below
117.3
14.6
104.5
Final Grade
271 1 7 1 6 1 Line B, Station 1+20,24" Storm Drain, 3' 110.8 1 16.9 1 98.8
Below Final Grade I
273 7 6 Line B, Station 1+20, 24" Storm Drain, V 113.8 15.9 101.4
Below Final Grade I
City of Coppell February 18, 2016
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: garshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b •
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. 215-140 In -Place Density Report No. 29
Page 2 of 2
IG • GEOTECHNICAL ENGINEERING
E ENVIRONMENTAL CONSULTING 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. 30 (215-140) Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: ,January 22, 2016
Report Date: February 18, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
278 1 7 ( 6 ' Line C, 24" Storm Drain at Station 2+50.62,
3' Below Final Grade
280 7 ( 6 Line C, 24" Storm Drain at Station 2+50.62,
I' Below Final Grade
116.0 1 13.9 1 103.4
117.5 1 12.9 1 104.7
282 1 7 1 6 1 Line C, 24" Storm Drain at Station 1+62.19, 113.1 1 15.5 1 1.00.8
2' Below Final Grade
284 7 6 1 Line C,24"'Storm Drain at Station 1+62.19, 118.1 ( 14.1 105.3
on Grade
City of Coppell February 18, 2016
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill@tiseopaving.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 fufl approval bf 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. 215-140 In -Place Density Report No. 30
Page 2 of 2
G1 * GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
Lf] - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 6 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 31 (215-140) Method: ASTM D2922 D3017 D698 Page I of I
Client: City of Coppell
Material Description Maximum
Optimum
Dry Density
Moisture
Project: Bethel & Coppell Rd.
(Lbs./cu.ft.)
Content
(Percent)
Test Date: January 25, 2016
1. Light Brown Clayey Sand 106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics 104.8
15.2
Report Date: February 19, 2016 (Rev.)
3. Brown and Yellowish Brown Clayey Sand 108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
Required Density (%): Min. 95%
4. Brown and Reddish Brown Clayey Sand 115.3
11.8
W/ LS gravel & Sandy Shale Frags
Required Moisture (%): General Fill - Opt.
5. Brown Sandy Clay (Lime Treated) (North 96.7
22.4
Side)
Moisture Content -2% to +4%
6. Brown Sandy Clay (Lime Treated) (South 103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish 112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay 102.4
19.8
MIMI
285 7 6
Line C, I" Storm Drain at Station 3+75, 41
120.2 129
107.1
Below Final Grade
287 1 7 1 6 1 Line C, 21" Storm Drain at Station 3+75, 2' I 121.5 1 13.4 1 108.3
Below Final Grade
11 289 I 4 6 Line C, 21" Storm Drain at Station 3+75, on 122.1 11.5 105.9
Grade
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.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 I • ENVIRONMENTAL CONSULTING
E ` • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
Density Report No. 34 (215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 28, 2016
Report Date: February 18, 2016 (Rev.)
Required Density (%); Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D2922 D3017 D698
Page 1 of 1
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS Gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelitx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bX:
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
• 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. 35 (215-140) Method: ASTM D29221)3017 D698 Page 1 of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: February 17, 2016
Report Date: February 18, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. II
Moisture Content -2% to +4% I
Material Descri tion
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS Gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
City of Coppell February 18, 2016
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gtnarshall@coppelltx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 . Reviewed by: VILIX....
All letters and reports are for the exclusive use of the client to whom they are I addressed and shallnot be reproduced without the full approval of GEE Consultants, In—c.
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. 215-140 In -Place Density Report No. 34
Page 2 of 2
• GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
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. 36 (215-140) Method: ASTM D2922 D3017 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: February 19, 2016
Report Date: February 22, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS Gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay
102.4
19.8
323 8 6 Bethel Rd., 16" Water Line Main, Station 97.8 20.0 95.5
15+50, 3' Below Final Grade I
325 7 I 6 I Bethel Rd., 16" Water Line Main, Station108.0 16.4 96.3
15+50, 1' Below Final Grade I
327 I 7 6 I Bethel Rd., 16" Water Line Main, Station 107.2 16.4 95.5
16+50, 3' Below Final Grade I
329 7 6 Bethel Rd., 16" Water Line Main, Station110.9 16.4 98.8
16+50, 1' Below Final Grade I
City of Coppell February 22, 2016
t
330 7 6 Bethel Rd., 16" Water Line Main, Station 111.2 15.7 99.1
16+50, On Final Grade I
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: 1 f —11,114
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. 215-140 In -Place Density Report No. 34
Page 2 of 2