ST0301C- LR160317G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • 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. 38 (215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: March 16, 2016
Report Date: March 17, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D2922 D3017 D698
Page I of 1
Material Description
Maximum Optimum
Dry Density Moisture
(Lbs./cu t.) 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)
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 b
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of the quantities of apparently identical or similar products