ST0301C- LR160113 (2)• GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE L"Onsultants, Inc,
LEJ • 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. 25 (215-140) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 6, 2016
Report Date: January 13 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
161
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
249 1 6 S. Coppell Rd., E. Side Sidewalk, 40'S. of 107.4 14.9 101.0
Heath Ln., Subgrade
251 1 6 1 S. Coppell Rd., E. Side Sidewalk, 15'S. of 102.1 16.2 96.0
Approach at 556, Subgrade
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx�o_v
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coplielltx.gov
Mr. George Marshall - City of Coppell via Email: trmarshallAcoppelltx.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
001% 1
ki * GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTINGGEE fir!
ltan-c- Inc,
E * CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 2
( 141 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 26 (215-140) Method: ASTM D2922 D3017 D698 Page l of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: January 12 2016.
Report Date: January 13, 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
City of Coppell January 13, 2016
258 1 ( 6 1 S. Coppell Rd., E. Side Parking Space, 60'( 106.2 13.9 99.9
N. of Bethel Rd., Subgrade
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),co pp elltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill ,tiseopaving com
GEE Consultants. Inc. TBPE Firm: F-3212 Reviewed bv: '/ �14J_ - In
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 No26
Page 2 of 2