ST0301C- LR150710 (2)GEOTECHNICAL ENGINEERING
El -- ENVIRONMENTAL C.'ONSULTING GEE Consultants],M
L� * CCINSTRUCTICIN MATE RIALS TESTI NG
10046 Munroe Drive i Dallas, Texas 75229 * (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN -PLAICE DENSITY AND MOISTURE OF SOIL
Density Report No. 5 (215-140) Method: ASTM D6938 D698 Page I of l
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: ,lune 4, 2015
Report Date: July 10, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. ��
Moisture Content -2%r to +4%,
Material Description
1. Light Brown Clayey Sand
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
3. Brown and Yellowish Brown Clayey Sand
W/ OCC. LS FRGS & SAI
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
Percent
(Percent)
106.3
13.8
104.8 15.2
108.1 16.1
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rode] lgcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas�a coppelltx,ov
Mr. George Marshall - City of Coppell via Email: gmarshallgcoppelltx.gov
Mr. Robert Caudill Tiseo Paving via Email: rcaudill &Y iseopavin .com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
11 letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approv I 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 frroducts
Materials
Probe
Location I Elevation (and/or) Lift
ln-Place
In -Place
Percent
`fest No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content (°/o)'
(%)11�
41
3
6
Storm Drain Line F, Station 4+00, 6th Lift
107.4
14.7
99.3
42
3
6
Storm Drain Gine F, Station 4+-00, 7th Gift
109.9
14.6
141.6
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rode] lgcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas�a coppelltx,ov
Mr. George Marshall - City of Coppell via Email: gmarshallgcoppelltx.gov
Mr. Robert Caudill Tiseo Paving via Email: rcaudill &Y iseopavin .com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
11 letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approv I 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 frroducts