ST0301C- LR151223 (2)G1o GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
GEE Consultants1 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. 20 (215-140) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: December 4, 2015
Report Date: December 23, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Dry Density
Moisture
Percent
(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
16" Water Line, 50'W. of Park Rd., 2'
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
"Material'
Probe
Location I Elevation (and/or) Lift
in -Place
In -Place
Percent
Depth
Dry Density
Moisture
Compaction
(inches)
(Lhs/Cu.Ft.)
Content
240
7
6
16" Water Line, 50'W. of Park Rd., 2'
121.1
13.8
107.9
Below Final Grade
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell(&col2l2elltx. ov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@col)pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshaIIAcol)DeIItx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc . .... ... . . . . _ TBPE Firm: F-3212 — Rev 1Q1C_1
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.
Moisture
E
-CONSTRUCTION MATERIALS TESTING
(Percent)
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. 21 (215-140) Method: ASTM D6938 D698 Page I of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: December 17, 2015
Report Date: December 23, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
cc:
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
241 6 6 Coppell Rd., N. Bound, 120'N. of N. End 101.7 19.8 98.7
of Box Culvert, 8'W. of E. Curb, Subgrade
(Leave Out)
243 6 6 I Coppell Rd. N Bound (Leave Out), 150'S.105.7 105.7 I 18.1 ( 102.6
of Cooper Ln. 8'W. of E Curb, Subgrade
Mr. Rick Odell - City of Coppell via E-mail: Rodell(&coppelltx.g-ov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall'- City of Coppell via Email: g_marshall(a)coppelltx.uov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill ,tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: " Q " K ) �'-
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
M - GEOTECHNICAL ENGINEERING
10046 Monroe Drive 6 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 21(215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: December 17, 2015
Report Date: December 23, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D6938 D698
Page I of I
Material Description
E
- ENVIRONMENTAL CONSULTING
GEE
Consultants,
inc.
(Lbs./cu.ft.)
El
# CONSTRUCTION MATERIALS TESTING
(Percent)
1. Light Brown Clayey Sand
10046 Monroe Drive 6 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 21(215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: December 17, 2015
Report Date: December 23, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D6938 D698
Page I of I
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
244 1 6 Driveway, In Front of 556, S. Coppell Rd. 102.0 16.1 96.0
N. Bound, WE, of E. Curb and 10' S. of N.
End of Driveway
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodellacoppelltx.go
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.go
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