ST0301C- LR160302 (2)• GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING
• 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 (215-140) Method: ASTM D2922 D3017 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: March 2, 2016
Report Date: March 8, 2016
Required Density (%): Min. 95%
Required Moisture (%;): General Fill - Opt. II
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 (Bethel Rd.)
8. Dark Gray and Gray Sandy Clay (Bethel
102.4
19.8
Rd.)
9. Dark Gray and Gray Sandy Clay ( Bethel
100.2
21.0
Rd., Lime Treated)
10. Reddish Brown Clayey Sand and Light
106.2
18.2
Gray Sandy Shaley Clay (Lime Treated)
City of Coppell
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: grnarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
March 7, 2016
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:( zz:��
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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
Page 2 of 2