ST0301C- LR160122 (2)• GEOTECHNICAL ENGINEERING
* ENVIRONMENTAL CONSULTING WEE 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: January 28, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -20% 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
1910
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 I 7 I 6 124" Storm Drain at Station 2+50.62, 3'
Below Existing Grade
280 7 6 24" Storm Drain at Station 2+50.62, 1'
Below Existing Grade
282 I 7 I 6 124" Storm Drain at Station 1+62.19, 2'
Below Existing Grade
284 7 6 24" Storm Drain at Station 1+62.19, on
Existing Grade
1.16.0 ( 13.9 1 103.4
117.5 1 12.9 1 104.7
City of Coppell January 28, 2016
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(d,)coippelltX.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gLnarshall@coi)Pelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.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. 215-140 In -Place Density Report No. 30
Page 2 of 2
INICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 9 (214) 352-5433 0 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 1 of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 25, 2016
Report Date: January 28, 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 Frogs
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
285 7 6 Line C, 21" Storm Drain at Station 3+75, 4' 120.2 12.9 107.1
Below Existing Grade
287 I 7 I 6 Line C, 21" Storm Drain at Station 3+75, 2' I 121.5 I 13.4 I 108.3
Below Existing Grade
289 4 6 Line C, 21" Storm Drain at Station 3+75, on 122.1 11.5 105.9
Existing Grade
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(ai)coppelltx,g.(Ly
Mr. Michelle Matunas - City of Coppell via Email: mrnatunas(a coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(&coppeiltx Rov
Mr. Robert Caudill - Tiseo Paving via Email. rcaudill(ctiseopavin ,.cam
_ GEE Consultants, Inc. TBP'E 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.
J1
• 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. 33 (215-140) Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 27, 2016
Report Date: February 1, 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
296 8 6 Bethel Rd., Station 5+70, Line C, 21" Storm 104.7 18.7 102.2
Drain (Storm Drain at Park Rd.), 7' Below
Existing Grade
298 7 6 Bethel Rd., Station 5+70, Line C, 21" Storm 110.6 13.4 98.6
Drain (Storm Drain at Park Rd.), 5' Below
Existing Grade
300 7 6 Bethel Rd., Station 5+70, Line C, 21" Storm 110.8 13.7 98.8
Drain. (Storm Drain at Park Rd.), 3' Below
Existing Grade
City of Coppell February 1, 2016
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx.gov
Mr. Michelle MatUrlas - City of Coppell via Email: mmatunasAC0DpelltX.gov
Mr. George Marshall - City of Coppell via Email:gmarshallAcoDntfl!LM
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)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
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 33
Page 2 of 2
IGI • GEOTECHNICAL. ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultanis, Inc,
L-. J * 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. 34 (215-140) Method: ASTM D2922 D3017 D698 Page I of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 28, 2016
Report Date: February 1, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% 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
304 4 6 Sidewalk in Front of 572, N. Bound 114.9 12.7 99.7
77
Q 4 6 Slci walk it,& edge bf Culbert 118.6 ; 11:8
306 3 6 Sidewalk in Front of 616 N. Bound 105.1 18.1 97.2
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a)coppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@,coppelitx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(&,coppeell Dov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillgtiseopavin .com
GEE Consultants, :[n¢. 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