ST0301C- LR160121* GEOTECHNICAL ENGINEERING
* ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants,
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. 27 (215-140) Method: ASTM D2922 D3017 D698 Page I of 1
Client: City of Coppell
Material Description
Maximum
Optimum
Dry Density
Moisture
Project: Bethel & Coppell Rd.
(Lbs./cu.ft.)
Content
(Percent)
Test Date: January 14, 2016
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
1.04.8
15.2
Report Date: January 21, 2016
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
Required Density (%): Min. 95%
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
Required Moisture (%): General Fill - Opt'.
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Moisture Content -2% to +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
8. Dark Gray and Gray Sandy Clay
102.4
19.8
z��tat�(ai l�r�ite
)�tteation f
is � � � 7rt
�I t%ti (ori to
)lift
l �aee
im Place -
"Percent
v inehs 1
DiDenstty
Moisture
Compaction
C+ttlteSt:(a/a�.
260 8 6
Station 1+50 Line
A, 21" Storm Drain, 3'
106.3
18.9
103.8
Bellow Final Grade
2621
8 ( 6 1 Station 1+50 Line A, 21" Storm Drain, 1' I
107.6 ( 19.3 I 105.1
Bellow Final Grade
cc:
Mr. Rick Odell City of Coppell via E-mail: Rodeil(d,)roppeIItx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas coppelltx.g_ov
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 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
4NICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultan'gIsf
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. 28 (215-140) Method: ASTM D2922 D3017 D698 Page I of 1
Client: City of Coppell
Material Description Maximum Optimum
Dry Density Moisture
Project: Bethel & Coppell Rd.
(Lbs./cu.ft.) Content
(Percent)
Test Date: January 15, 2016
1. Light Brown Clayey Sand 106.3 13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics 104.8 15.2
Report Date: January 21, 2016
3. Brown and Yellowish Brown Clayey Sand 108.1 16.1
W/ FICC. LS Frags and Sand Pkts.
Required Density (%): Min. 95%
4. Brown and Reddish Brown Clayey Sand 115.3 11.8
W/ LS gravel & Sandy Shale Frags
Required Moisture (%): General Fill - Opt.
5. Brown Sandy Clay (Lime Treated) (North 96.7 22.4
Moisture Content -2% to +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
8. Dark Gray and Gray Sandy Clay 102.4 19.8
i
L S 1tt.
C#litltl nt (%
264
8 6
Bethel Rd., 21" Storm Drain, Line A,
104.0
20.0
101.6
Station 2+50, 2' Bellow Final Grade
266 8 6 Bethel Rd., 21" Storm Drain, Line A, 105.6 ( 20.2 ( 103.1
Station 2+50, on Final Grade
cc:
Mr. Rick Odell - City of Coppell via E-mail: Roden col2pelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas _,coppel�,ov
Mr. George Marshall - City of Coppell via Email: gmarshall(�?a, ,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill a),tiseopavin .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