ST0301C- LR151203• GEOTECHNICAL ENGINEERING
ENVIRONMENTAL -CONSULTING
CONSTRUCTION MATERIALS TESTING
.L— L—
GEE Consultanis, Inc.
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. 11 (215-140) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: September 25, 2015
Report Date: December 3, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Location I Elevation (and/or) Lift
Dry Density
Moisture
Percent
(Lbs./cu.ft.)
Content
Depth
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
(inches)
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
119.6
7.4
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale FRGS
McNear Dr.
5. Brown Sandy Clay (Lime Treatedp (North
96.7
22.4
Side)
6
Retest 121
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
*Marked test did not meet project specifications.
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodel1(&,covl)e11tx,gov
Mr. Michelle Matunas - City of Coppell. via Email: mmatunas(&,cot)ye1Itx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(kcoppellrx. gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bv:
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
Material
Probe
Location I Elevation (and/or) Lift
in-place
10 -place -4
Percent
Test No.
No.
Depth
Dry
ry Density
Moisture
Compaction
(inches)
(Lbs/Cuft)
Content
(%)Jl
121
4
6
Coppell Rd. Sidewalk at W. Side, 200'S. of
119.6
7.4
103.7
McNear Dr.
122
4
6
Retest 121
116.3
11.6
100,9
123
4
6
Coppell Rd. Sidewalk at W. Side, 15' S. of
114.7
11.9
99.5
McNear Dr.
*Marked test did not meet project specifications.
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodel1(&,covl)e11tx,gov
Mr. Michelle Matunas - City of Coppell. via Email: mmatunas(&,cot)ye1Itx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(kcoppellrx. gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bv:
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
GIs GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 •
(214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 12 (215-140) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: September 29, 2015
Report Date: December 3, 2015 (Revised)
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description Maximum Optimum
Side)
Test No.
Dry Density
Moisture
In -Place
Dry Density
(Lbs/CuXt.)
(Lbs./cu.ft.)
Content
(Percent)
L Light Brown Clayey Sand
106.3
13.8
W/ Gravel
99.6
20.0 95.0
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
115.3
11.8
W/ LS gravel & Sandy Shale FRGS
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
Test No.
Material Probe
No. Depth,
(inches)
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/CuXt.)
In -Place Percent
Moisture Compaction
Content I
124
2 6
W. Sidewalk, 250'N. of McNear Dr.
99.6
20.0 95.0
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodelICa)copVeIltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasCo)coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarsha1I(&,covPelItx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopavin-g.com
GEE Con
Inc. TBPE Firm: F-3212 Reviewed h,
-' ' .4
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the Z"11 approval of 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
G1 * GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Density Report No. 13 (215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: October 1, 2015
Report Date: December 3, 2015 (Revised)
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4% 1
Method: ASTM D6938 D698
Page I of I
Material Description
Maximum
Optimum
Location I Elevation (andtor) Lift
Dry Density
Moisture
Percent
(Lbs./cu.ft.)
Content
Depth
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
(inches)
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
110.4
10.2
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale FRGS
S. End of Box Culvert, Subgrade
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6 1
Coppell Rd. Sidewalk. at W. Side, 70' S. of
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell(7acoppelltx.90
Mr. Michelle Matunas - City of Coppell via Email: mmatunasCa)col)pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshalIC&,coppelltx.gov
Mr. Robert Caudill - Tiseo, Paving via Email: rcaudill(&tiseopaving.co
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
Material
Probe
Location I Elevation (andtor) Lift
In -Place
In -Place
Percent
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/CuXt.)
Content (%)
(%)It
125
4
6
Coppell Rd. Sidewalk. at W. Side, 30'S. of
110.4
10.2
95.7
S. End of Box Culvert, Subgrade
126
L -1 1
6 1
Coppell Rd. Sidewalk. at W. Side, 70' S. of
108.8
14.0
102.3
Copper Rd., Subgrade
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell(7acoppelltx.90
Mr. Michelle Matunas - City of Coppell via Email: mmatunasCa)col)pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshalIC&,coppelltx.gov
Mr. Robert Caudill - Tiseo, Paving via Email: rcaudill(&tiseopaving.co
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
G' « GEOTECHNICAL ENGINEERING
E « ENVIRONMENTAL. CONSULTING GEE COnsultants, Inc.
1E1 « CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive «' Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Density Report No. 14 (215-140)
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: October 5, 2015
Report Date: December 3 2015 (Revised)
Required Density (%): Mini. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Method: ASTM D6938 D698
Page 1 of 1
Material Description
Maximum
Optimum
In-Plaee In -Place
Dry Density
Moisture
No.
(Lbs./cu.ft.)
Content
Compaction
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
1
6 Sidewalk, S. Bound, 100'N. of Culvert
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
115.3
11.8
W/ LS gravel & Sandy Shale FRGS
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodel1C),coppelhx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasCycoppelltx.gov
Mr. George Marshall City of Coppell via Email: gmarshallCacoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillC&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
Material
Probe Location t Elevation .(and/or) Lift
In-Plaee In -Place
Percent
Test Nm
No.
Depth
Dry Density Moisture
Compaction
(inches);
(Lbs/Cu,Ft.) Content (%)
V16)11
127
1
6 Sidewalk, S. Bound, 100'N. of Culvert
103.6 11.9
97.5
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodel1C),coppelhx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasCycoppelltx.gov
Mr. George Marshall City of Coppell via Email: gmarshallCacoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillC&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
iNICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
-C -
GEE Consultants, Inc.
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. 15 (215-140) Method: ASTM D6938 D698 Page I of I
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: October 8, 2015
Report Date: December 3, 2015 (Revised)
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4% 1
Material Description
Maximum
Optimum
Location Elevation (and/or) Lift
Dry Density
Moisture
Percent
(Lbs./cu.ft.)
Content
Depth
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
(inches)
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
104.2
18.2
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale FRGS
in Front of Robertson Pool, 60'N. of Heath
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
Lane, Subgrade
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellCa)coyvelltx.34o
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a_)copyeIltX.go
Mr. George Marshall`-- City of Coppell via Email: gmarshaIl(&coVPelltx.J4o
Mr. Robert Caudill - Tisco Paving via Email: rcaudill(a_)tiseo1)avinlz.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
Material
Probe
Location Elevation (and/or) Lift
In -Place
In -Place
Percent
Test No.
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs/CuXt.)
Content M
(0/0)11
128
3
6
Coppell Rd. S. Bound Sidewalk at W. Side,
104.2
18.2
96.4
in Front of Robertson Pool, 60'N. of Heath
Lane, Subgrade
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellCa)coyvelltx.34o
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a_)copyeIltX.go
Mr. George Marshall`-- City of Coppell via Email: gmarshaIl(&coVPelltx.J4o
Mr. Robert Caudill - Tisco Paving via Email: rcaudill(a_)tiseo1)avinlz.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