ST0301C- LR160321 (2)G1 • GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I CONSTRUCTION MATERIALS TESTING
GEE ConsulA- tants, 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. 39 (215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: March 21, 2016
Report Date: March 21, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D2922 D3017 D698
Page 1 of 1
Material Description
Maximum
Optimum
InPlace Percent
Dry Density
Moisture
(Lbs./cu.ft.)
Content
ll
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
19.8 99.6
338
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 Pitts.
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@eoppelltx.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 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
�a(lal ePrbh11ottot
yatiatl {tthdar) eft l^l*th
InPlace Percent
'a
?3
#8tureCom l►ction
ll
Ctt (}
4T, ( )
►r► ..
Bethel Rd., E. Bound Lane, Driveway in 102.0
19.8 99.6
338
8 6
front of 417
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@eoppelltx.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 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