ST0301C- LR150729 (2)G • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E I* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND► MOISTURE OF SOIL
Density Report No. 06 (215-140) Method: ASTM D6938 D698 Page I of 4
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: June 9, 2015
Report Date: July 29, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - C)pt.
Moisture Content -2% 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
4. Brown and Reddish Brown Clayey Sand W/
LS gravel & Sandy Shale FRGS
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
Percent
Compaction
(Percent)
106.3
13.8
104.8 15.2
108.1 16.1
115.3 11.8
Test No.
Material
No.
Probe,
Depth
(inches)
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content (%)
Percent
Compaction
43
3
6
Storm Drain Line F, Station 3+40, 111 Lift
119.1
15.2
110.2
44
3
6
Storm Drain Line F, Station 3+40, 2°d Lift
113.2
14.4
105.2
45
3
6
Storm Drain Line F, Station 3+40, 3" Lift
123.4
14.6
114.2
46
3
6
Storm Drain Line F, Station 3+40, 4`'' Lift
108.2
14.6
100.1
47
3
6
Storm Drain Line F, Station 3+40, 5t' Lift
113.3
14.5
104.8
48
3
6
Storm Drain Line F, Station 1+30,' 1" Lift'
109.9
14.7
101.7
49
1 3
6
Storm Drain Line F, Station 1+30, 2n' Lift
119.5
14.6
110.5
50
3,
61
Storm Dr4in Line F, Station 1+30, 3`' Lift
117.1
14,9
108.3
51
3
6
Storm Drain Line F, Station 1+30, 4"' Lift
117.3
14.7
108.5
52
3
6
Storm Drain Line F, Station 1+30, 5" Lift'
106.3
14.9
98.3
City of Coppell July 28, 2015
53 4 I 6', I Water Line Coppell Road, Station 5+50, I 115.7 I 14.9 I 97.4 II
I" Lift
59 4 6 Water Line Coppell Road, Station 8+00, 113.6 14.3 95.7
1" Lift
60 4 6 Water Line Coppell Road, Station 8+00, 117.3 15.1 98.8
2 n Lift,
61 4 6 Water Line Coppell Road, Station 8+00, 117.4 14.9 98.9
3`d Lift
63 ( 4 I 6 ( Water Line Coppell Road, Station 8+00,( 116.8 I 13.6 98.4 I�
5`" Lift
65 2 6' Water Line Coppell Road, Station 9+50, 101.0 18.8 96.3
I" Lift
66 2 6 Water Line Coppell Road, Station 9+50, 105.3 17.3 100.5
2nd Lift
67 4 6' Water Line Coppell Road, Station 9+50, 113.7 16.5 95.8
3`d Lift
69 3 6' Water Line Coppell Road, Station 9+50, 109.5 16.5 101.5
5" Lift
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 06
Page 2 of 4
55
4
6
Water Line Coppell Road, Station 5+50,
120.9
11.0
101.8
3`d Lift
56'
4
6
Water Line Coppell Roadi Station 6+20,,,
1.16:9
1.0 '
98.5
V Lift
57
4
6
Water Line Coppell Road, Station 6+20,
115.7
159
97.5
2nd Lift
58
4
6
Water l ino Cnnnall Rnnr) Ctntinn i,4 -?(1
59 4 6 Water Line Coppell Road, Station 8+00, 113.6 14.3 95.7
1" Lift
60 4 6 Water Line Coppell Road, Station 8+00, 117.3 15.1 98.8
2 n Lift,
61 4 6 Water Line Coppell Road, Station 8+00, 117.4 14.9 98.9
3`d Lift
63 ( 4 I 6 ( Water Line Coppell Road, Station 8+00,( 116.8 I 13.6 98.4 I�
5`" Lift
65 2 6' Water Line Coppell Road, Station 9+50, 101.0 18.8 96.3
I" Lift
66 2 6 Water Line Coppell Road, Station 9+50, 105.3 17.3 100.5
2nd Lift
67 4 6' Water Line Coppell Road, Station 9+50, 113.7 16.5 95.8
3`d Lift
69 3 6' Water Line Coppell Road, Station 9+50, 109.5 16.5 101.5
5" Lift
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 06
Page 2 of 4
City of Coppell July 28, 2015
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 06
Page 3 of 4
Material
Probe
Location Elevation (and/or) Lift
In -Place
In -Place
Percent
Test No,
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content
(%)I I
70
3
6
Water Line Coppell Road, Station 9+50,
105.4
16.4
97.5
6" Lift
71
3
6
Water Line Coppell Road, Station 11+00,
104.7
18.7
96.8,
1" Lift
72
3
6
Water Line Coppell Road, Station 11+00,
110.2
16.6
101.9
2" Lift
73
3
6
Water Line Coppell Road, Station 11+00,
105.2
18.2
973
3`a Lift
74
3
6
Water Line Coppell Road, Station 11400,
106.7
16.5
98.7
4" Lift
75
3
6
Water Line Coppell Road, Station 12+50,
106:1
19.1
98.1
I" Lift
76
3
6
Water Line Coppell Road, Station 12+50,
106.1
18.8
98.1
2nd Lift
77
3
6
Water Line Coppell Road, Station 12+50,
111.6,
17.4
103.3
3" Lift
78
3
6
Water Line Coppell Road, Station 12+50,
108.4
18.7
100.3
4" Lift
79,
3
6
Water Line Coppell Road, Station 12+50,
103.3
19.6
95.6
5" Lift
80
3
61
Water Line Coppell Road, Station 12-1-50,
103.5
17.2
95.7
6t' Lift
81
2
6
Water Line Coppell Road, Station 14+00,
'103.2
18.5
98,5
I " Lift
82
2
6
Water Line Coppell Road, Station 14+00,
103.0
18.8
98.2
2„ d Lift
83
2
6
Water Line Coppell Road, Station 14+00,
103.1
17.8
98.4
3`aLift
84
2
6
Water Line Coppell Road, Station 14+00,
102.5
19.1
97.8
4"' Lift
85
2
6
Water Line Coppell Road, Station 14+00,
101.2
17.8
96.5
5" Lift
86
2
6
Water Line Coppell Road, Station 14+00,
101.7
15.3
97.0
6" Lift
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 06
Page 3 of 4
City of Coppell
July 28, 2015
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rode I ]((Dcoppe I ltx. gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasa.(coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallacoppelltx.gov
Mr. Robert Caudill -'riseo Paving via Email: rcaudillgtiseopaving.com
GEE Consultants,
Inc. TBPE Firm: F-3212
Reviewed
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. 06
Page 4 of 4
Material
Probe
Location / Elevation (and/or) lift
In -Place
fn_ -Place
Percent
TOt No.,
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/Cu.Ft.)
Content
(%)11
87
2
6
Water Line Coppell Road, Station 14+00,
99.7
16.7
95.2
7" Lift
88
2
61
Water Line Coppell Road, Station 15+50,'
99,5
19.2
95.0
1" Lift
89
2
6
Water Line Coppell Road, Station 15+50,
100.2
19.2
95.6
2nd Lift
90,
2,
6,
Water Line: Coppell Road, Station 15+50,
101.4
19.0
96.8
3" Lift
91
2
6
Water Line Coppell Road, Station 15+50,
103.3
19.1
98.5
4th Lift
92
2
6
Water Line Coppell Road, Station 15+50,1
103.0
19.3
98.3
5" Lift
93
2
61
Water Line Coppell Road, Station 15+50,
103.1
19.0
98.3
6" Lift
94
2
6
Water Line Coppell Road, Station 17+00,
103.9
19.1
99A
I'Lift
95
2
6
Water Line Coppell Road, Station 17+00,
102.6
19.4
97.9
2nd Lift
96,
2,
6,
Water Line Coppell Road, Station 17+00,
104.3
17.2
99.5
3`d Lift
97
3
6
Water Line Coppell Road, Station 17+00,
107.5
17.6
102.5
4t' Lift
98,
3
6
Water Line Coppell Road, Station 17+00,
18.3
101.1
5"h Lift
99
3
6
Water Line Coppell Road, Station 17+00,
111.3
15.1
103.0
6`h Lift
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rode I ]((Dcoppe I ltx. gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasa.(coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallacoppelltx.gov
Mr. Robert Caudill -'riseo Paving via Email: rcaudillgtiseopaving.com
GEE Consultants,
Inc. TBPE Firm: F-3212
Reviewed
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. 06
Page 4 of 4
. GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
1 E• CONSTRUCTION MATERIALS TESTING
1�
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 07 (215-140) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: July 21,2015
Report Date: July 28, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
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
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 FRGS & SAI
4. Brown and Reddish Brown Clayey Sand W/ 115.3
11.8
LS gravel & Sandy Shale FRGS
11-1003 6 Water Meter, Station 2+50, Bethel Road, 1" I 104.1 17.9 96.3
1 Lift
102 3 6 Water Meter, Station 2+50, Bethel Road, 3rl 103.0 18.0 96.0
Lift I
- 104 3 6 Water Meter, Station 2+50, Bethel Road, 5t' 1063 18.6 98.3
Lift I
City of Coppell July 28, 2015
cc:
Mr. Rick Odell - Citi of Coppell via E-mail: Rodell(a7,co12pelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasgcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall&coppelltx.gov
Mr. Robert Caudill -,Tisco Paving via Email: reaudillgtiseo p aving.eom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced with 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. 07
Page 2 of 2