ST0301C- LR1606504G1 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
L�J • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 43 (215-140) Method: ASTM D2922 D3017 D698 Page 1 of 3
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: May 4, 2016.
Report Date: May 5, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. (I
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
with Gravel
2. Dark Brown Clayey Sand with Organics
104.8 15.2
3. Brown and Yellowish Brown Clayey Sand
108.1 16.1
with Occasionally Lime Stone Fragments and
Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3 11.8
with Lime Stone Gravel & Sandy Shale
Fragments
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)
11. Light Gray and Tan Clay with
95.3 23.0
Occasionally Gravel (Lime Treated, Station
26+00 to 27+00)
City of Coppell May 5, 2016
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 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
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 43
Page 2 of 2
Plaee
1n -Place
'Pereent
ey
Moisture
Compaction
379
11
6
Bethel Rd., W. Bound, Station 27+50, 3' S.
103.0
21.0
108.1
of N. Edge
311
11i;
te$tlbfTest#378'
96.9
22.6
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 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
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 43
Page 2 of 2
iGI • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
J1• CONSTRUCTION MATERIALS TESTING
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. 42 (215-140) Method: ASTM D2922 D3017 D698 Page I of 3
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: April 28, 2016
Report Date: May 4, 2016
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt. II
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
L tatxn7 � evathiu (abdlni) Llft, , :
Dry Density
Moisture
Percent
(Lbs./cu.ft.)
Content
Depth-;
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
(1rtc11 )
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.
103.7
22.0
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS Gravel & Sandy Shale Frags
1+35, 3' Below Final Grade
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
I (1
bF
t) , ( Wer 1 �e 3tt4 ulti1
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
7. Reddish Brown Clayey Sand and Reddish
112.2
1.4.0
Brown, Yellow Brown and Light Gray Sandy
347
8
Shaley Clay (Bethel Rd.)
Bethel Rd., 16" Water Line Main, Station
103.8
8. Dark Gray and Gray Sandy Clay (Bethel
102.4
19.8
Rd.)
1+35, 1' Below Final Grade
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)
of
`robn;
L tatxn7 � evathiu (abdlni) Llft, , :
Tn-Puce =
to -Place
Percent
Tet lo„
i�lt►,
Depth-;
Dry;Deusity
Moisture
Compaction
(1rtc11 )
(Lbs/Cu.Ft')
Content (%)
(%)
345
8
10
Bethel Rd., 16" Water Line Main, Station
103.7
22.0
101.3
1+35, 3' Below Final Grade
341
I (1
bF
t) , ( Wer 1 �e 3tt4 ulti1
104 2
20.0
101.8
347
8
10
Bethel Rd., 16" Water Line Main, Station
103.8
19.9
101.4
1+35, 1' Below Final Grade
348
B t e Rd.;16", W4er L e (kla �, station
102.6
20.3
10x.2
349
8
10
Bethel Rd., 16 Water Line Main, Station
106.6
22.7
104.1
2+95, 3' Below Final Grade
35tt
" 10
BethelAd.,16'!"Water Line Main, Station
100.8
22.6
2+95,2 ,Below Final Grade
n
City of Coppell May 4, 2016
351 8 10 1 Bethel Rd.,16" Water Line Main, Station 104.2 20.8 101.8
2+95, I'Below Final Grade I
353 8 10 1 Bethel Rd.,16" Water Line Main, Station 104.2 19.9 101.8
4+45, 3' Below Final Grade I
355 8 10 1 Bethel Rd.,16" Water Line Main, Station 104.1 21.3 101.7
4+45, I' Below Final Grade I
357 8 10 1 Bethel Rd.,16" Water Line Main, Station 100.6 20,0 98.2
6+00, 3' Below Final Grade I
359 8 10 1 Bethel Rd.,16"' Water Line Main, Station 106.6 20.6 104.1
6+00, I'Below Final Grade I
----------
361 8 10 Bethel Rd.,16" Water Line Main, Station 103.8 19.8 101.4
1 7+60, 3' Below Final Grade
II 363 I 7 10 1 Bethel Rd.,16" Water Line Main, StationI 111.0 I 16.9 I 98.9 (I
7+60, I' Below Final Grade
365 7 10 1 Bethel Rd., 24" Storm Drain, Line B,
Station 4+90, 2' Below Final Grade
367 7 10 1 Bethel Rd., 24" Storm Drain, Line B,
Station 4+90, on Final Grade
110.1
16.0
98.1
I I'l. 8
110.9
15.9
15.4
99.6
98.8
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 42
Page 2 of 3
City of Coppell
368 7 10 1 Bethel Rd., 16" Water Line Main, Station
10+00, 3' Below Final Grade
May 4, 2016
110.2 1 15.9 1 98.2 11
370 7 10 1 Bethel Rd., 16" Water Line Main, Station 114.4 15.3 102.0
10+00, 1' Below Final Grade I
II 372 I 8 6 I Bethel Rd., 30" Storm Drain, Line B,
Station 2+30, 2' Below Final Grade
II 374 I 7 10 1 Bethel Rd., 30" Storm Drain, Line B,
Station 2+30, on Final Grade
104.4 1 20.4 1 102.0 11
110.1 1 15.5 1 98.1
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
I )
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: k
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
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 42
Page 3 of 3