DR1201-LR131104NOV -04 -2013 06:24
Construction Materials Testing
and Environmental Consulting
Texas CMT Inc*
AL.
10044 Monroe Drive Dallas, Texas 75229 (214
P.01
Post -ii° Fax Note
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coMept. � G-iCar S i t
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Phone # 417:
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Phone # z 14 _ 5'z- <-;I S
Fax" -7�^ 3 04:3
Fax #I 2-14-3 C5 Z- 61
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Report No. P- revised (213 -0135) Method: ASTM D6938 D698 Page 1 of 1
Client: The Fain Group
Project: Creekview Drive Roadway
Improvements 2013
Test Date: October 18, 20:13
Report Date: November 4, 2013
Required Density ( %): Min. 95%
Required Moisture ( %):
Clays: OMC +0 to +4 %;
Sand and/or Select Fill: OMC -3 to +3%
Cem -lime Treated: OMC -2 to +3% ,
Test results meet protect specnn:atruM.
cc: Mr. Larry Davis -City of Coppell, Phone: 972 -304 -3684; via Fax: 972 -304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall@coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817 - 927 -4388; via E -mail: rlacy @faingp.com
I. exas t-im i , lnu. 1 D1 L' 1' as lu. _ -�. •++
1 letters and reports are for the exclusive use of the client to whom they are addressed and sbatl not be reproduced without the full approval of Texas CMT, Inc. The use o our mate must recee
ow prior written approval Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative =the quantities of apparently identical or similar products.
Material Description
Maximum
Optimum
In
In -Place Percent
Dry Density
Moisture
Probe
Location / Elevation (and /or) Lift
(Lbs. /cu.ft.)
Content
No.
Depth
(inches)
(Percent)
1.
Reddish Brown Clay
97.7
22.9
2.
Yellowish Brown Clayey Sand
120.9
12.2
(Select Fill)
North Side Sta. 2 +00
3.
Dark Brown Clay
99.5
22.9
4.
Brown, Tan and Yellowish
97.9
23.7
Brown Clay
5.
Dark Brown Clayey Sand with .
116.4
12.5
Dark Gray Shale Fragments
6.
Dark Gray Gravelly Clay with
108.2 •.
17.1
Shale Fragments
7.
Yellowisit Brown & Olive Brown
107.3
38.1
Clay with Gravel
8.
Light Brown Clayey Sand (Cem-
118.6
11.5
lime Treated)
9,
Light Brown Clayey Sand (Cem-
113.9
14.0
lime Treated)
10.
Orange Silty Sand with
117.1
12.9
Sandstone Frags. & Occ. Gravel
Test results meet protect specnn:atruM.
cc: Mr. Larry Davis -City of Coppell, Phone: 972 -304 -3684; via Fax: 972 -304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall@coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817 - 927 -4388; via E -mail: rlacy @faingp.com
I. exas t-im i , lnu. 1 D1 L' 1' as lu. _ -�. •++
1 letters and reports are for the exclusive use of the client to whom they are addressed and sbatl not be reproduced without the full approval of Texas CMT, Inc. The use o our mate must recee
ow prior written approval Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative =the quantities of apparently identical or similar products.
In
In -Place Percent
Test No.
Material
Probe
Location / Elevation (and /or) Lift
-Place
Dry Density
Moisture Compactio
No.
Depth
(inches)
(Lbs /Cu.Ft.)
Content ( %) %)
96
10
6
Retest of No. 95 : Sidewalk Subgrade,
111.3
12.2 5.0
North Side Sta. 2 +00
Test results meet protect specnn:atruM.
cc: Mr. Larry Davis -City of Coppell, Phone: 972 -304 -3684; via Fax: 972 -304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall@coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817 - 927 -4388; via E -mail: rlacy @faingp.com
I. exas t-im i , lnu. 1 D1 L' 1' as lu. _ -�. •++
1 letters and reports are for the exclusive use of the client to whom they are addressed and sbatl not be reproduced without the full approval of Texas CMT, Inc. The use o our mate must recee
ow prior written approval Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative =the quantities of apparently identical or similar products.
NOV -04 -2013 06:25 P.02
�Lexas CMT Inc.
Co"truction Mater" Testing GEE Conadtw*,Inc.
and Environmental Consulting
10044 Monroe Drive 6 Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352.6972 0 www .texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Report No. 38- revised (213 -0134) - Method: ASTM D6938 D698 Page 1 of I
Client: City of Coppell
Project: Creekview Drive Roadway
Improvements 2013
Test Date: October 18, 2013
Report Date: November 4, 2013
Required Density ( %): Min. 95%
Required Moisture ( %):
Clays: OMC +O to +4 %;
Sand and/or Select Fill: OMC -3 to +3 %;
Cem -lime Treated: OMC -2 to +3%
Test No.
Material Description
Maximum
Optimum
In -Place
In -Place
Dry Density
Moisture
No.
Depth
(Lbs. /cu.ft.)
Content
Moisture
Compactio
(Percent)
1.
Reddish Brown Clay
97.7
22.9
2.
Yellowish Brown Clayey Sand
120.9
12.2
Sidewalk Subgrade, North Side, Sta. 4 +00
(Select Fill)
11.7
3.
Dark Brown Clay
995
22.9
4.
Brown, Tan and Yellowish
97.9
23.7
Brown Clay
5.
Dark Brown Clayey Sand with
116A
12.5
Dark Gray Shale Fragments
6.
Dark Gray Gravelly Clay with
108.2
17.1
Shale Fragments
7.
Yellowisb, Brown & Olive Brown
107.3
18.1
Clay with Gravel
8.
Light grown Clayey Sand (Cem-
118.6
11.5
lime Treated)
9.
Light Brown Clayey Sand (Cem-
113.9
14.0
lime Treated)
10.
Orange Silty Sand with
117.1
12.9
Sandstone Frags. & Occ. Gravel
Test No.
Material
Probe I
Location / Elevation (and /or) Lift
In -Place
In -Place
Percent
No.
Depth
Dry Density
Moisture
Compactio
(inches) I
(Lbs/Cu.Ft.)
Content (%)
97
10
6
Sidewalk Subgrade, North Side, Sta. 4 +00
123.0
11.7
98
10
6
Sidewalk Sub ade North Side Sta. 1 +25
107.2
13.5
91.5*
* Test results did not meet project specifications.
cc: Mr. Larry Davis - City of Coppell, Phone: 972 -304 -3684; via Fax: 972 - 304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817- 927-4388; via E -mail: rlacy @faingp.com
r�
v
Texas CNIT, Inc. 1,131rEt' V'I<rm• r -4toL1 tcevlewea uX; �-�-
1 letters and reports are for the exclusive use of the client to wham they are addressed and stall not be reproduced without the fill] approval of Texas CMT, Inc. The use of our name must rem,
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.
NOV -04 -2013 06:25 P.03
Texas CMT Inc.'
Con�� Materials g GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352.6972 - www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
insity Report No. 39- revised (213 -0135) • Method: ASTM D6938 D698 Page 1 of 1
Client: The Fain Group Material Description Maximum Optimum
Project: Creekview Drive Roadway
Improvements 2013
Test Date: October 19, 2013
Report Date: November 4, 2013
Required Density ( %): Min. 95%
Required Moisture ( %):
Clays: OMC +O to +4 %;
Sand and/or Select Fill: CONIC -3 to +3 %;
Cem -lime Treated: OMC -2 to +3%
1. Reddish Brown Clay
2. Yellowish Brown Clayey Sand
(Select Fill)
3. Dark Brown Clay
4. Brown, Tan and Yellowish
Brown Clay
5. Dark Brown Clayey Sand with
Dark Gray Shale Fragments
6. Dark Gray Gravelly Clay with
Shale Fragments
7. YellowiskBrown & Olive Brown
Clay with Gravel
8. Light Brown Clayey Sand (C em-
lime Treated)
9. Light Brown Clayey Sand (Cem-
lime Treated)
10. Orange Silty Sand with
Sandstone Frags. & Occ. Gravel
Dry Density Moisture
(LbsJcu.ft.) Content
(Percent)
Material
97.7 22.9
Location /Elevation (and/or) Lift
120.9 12.2
In -Place
99.5 22.9
97.9 23.7
Depth
116.4 12.5
Dry Density
108.2 17.1
Compactio
107.3 18.1
118.6 11.5
113.9 14.0
Content ( %)
117.1 12.9
99
Test No.
Material
Probe
Location /Elevation (and/or) Lift
In -Place
In -Place
Percent
No.
Depth
Dry Density
Moisture
Compactio
(inches)
(Lbs /Cu.Ft)
Content ( %)
°
99
10
1 6
1 Retest of No. 98
112.8
13.5
96.3
Test results meet project specifications.
cc: Mr. Larry Davis -City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 - 304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 - 304 -3562; via E -mail: gMasshall@coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817- 927 -4388; via E -mail: rlacy @faingp.com
I letters and reports are for the exclusive use of th•e client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT, Inc. The usf of our name mast recei
our prior written approval. Our letters and report; apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
NOV -04 -2013 06:25 P.04
TA exas CMT Inc.'
C
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352.6972 4 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
ansity Report No. 40- revised (213 -0134) Method: ASTM D6938 D698 Page 1 of 1
Client: The City of Coppell
Material Description
Maximum
Optimum
Dark Brown Clay
995
Dry Density
Moisture
Project: Creekview Drive Roadway
97.9
(LbsJcu.ft.)
Content
(Percent)
Improvements 2013
1. Reddish Brown Clay
97.7
22.9
Test Date: October 19, 2013
2. Yellowish Brown Clayey Sand
120.9
12.2
Report Date: November 4, 2013
Required Density ( %): Min. 95%
Required Moisture ( %):
Clays: OMC+O to +4 %;
Sand and/or Select Fill: OMC •3 to +3 %;
Cem -lime Treated: OMC; -2 to +3%
(Select Fill)
Location / Elevation (and/or) Lift
3.
Dark Brown Clay
995
22.9
4.
Brown, Tan and Yellowish
97.9
23.7
6
Brown Clay
106.6
15.3*
5.
Dark Brown Clayey Sand with
116.4
12.5
S. Side E. -to -W. Running Water Line, Sta.
1 +50, 2' Below Existing Grade (B.E.G.)
Dark Gray Shale Fragments
14.0
103.5
6.
Dark Gray Gravelly Clay with
108.2
17.1
111.8
Shale Fragments
95.5
103
7.
Yellowish Brown & Olive Brown
107.3
18.1
12.5
Clay with Gravel
104
10
8.
Light Brown Clayey Sand (Cem-
118.6
11.5
98.5
lime Treated)
9.
Light Brown Clayey Sand (Cem-
113.9
14.0
lime Treated)
10.
Orange Silty Sand with
117.1
12.9
Sandstone Frags. & Occ. Gravel
Location / Elevation (and/or) Lift
In -Place
Dry Density
(Lbs/Cu.Ft.)
In -Place
Moisture
Content ( %)
Percent
Compaction
( %)
Test No.
Material
No.
Probe
Depth
(inches)
100
3
6
Sidewalk, North Side, Sta. 6+00
106.6
15.3*
107.1
101
10
6
S. Side E. -to -W. Running Water Line, Sta.
1 +50, 2' Below Existing Grade (B.E.G.)
121.2
14.0
103.5
102
10
6
S. Side E. -to-W. Running Water Line, Sta.
1 +53, 1' B.E.G.
111.8
13.3
95.5
103
10
6
S. Side E.-W. Water Line, Sta. 1 +60, Final
118.7
12.5
101.4
104
10
4
S. Side E.-to-W. Running Water Line, Sta.
3 +00, 15" B.E.G.
115.4
15.2
98.5
NOV -04 -2013 06:25
P.05
City of Coppell Report Date: November 4, 2013
Larry Davis of City of Coppell accepted the result as he said that the contractor would water the stauglauc
before concrete placement
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 -304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817- 9274388; via E -mail: rlacy @faingp.com
Texas CMT Inc. TBPE Firm: F4521 Reviewed b : 6
1 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 Texas CM1, Inc. The use of our name must recei,
our prior written approvaL Out 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.
Texas CMT, Inc. Project No. 213 -0134 In -place Density Report No. P4 - ree1 f
vl �ssed2
Location / Elevation (and /or) Lift
In -Place
Dry Density
In -Place
Moisture
Percent
Compactio
Test No.
Material
Probe
No.
Depth
(inches)
(Lbs/Cu.Ft.)
Content ( /o)
( /a)
105
4
6
S. Side E. -to -W. Running Water Line, Sta.
100.0
16.0
102.1
3 +10, Final
106
10
6
S. Side E.-to-W. Running Water Line, Sta.
120.9
10.7
103.2
4 +50, Final
Larry Davis of City of Coppell accepted the result as he said that the contractor would water the stauglauc
before concrete placement
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 -304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3562; via E -mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817- 9274388; via E -mail: rlacy @faingp.com
Texas CMT Inc. TBPE Firm: F4521 Reviewed b : 6
1 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 Texas CM1, Inc. The use of our name must recei,
our prior written approvaL Out 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.
Texas CMT, Inc. Project No. 213 -0134 In -place Density Report No. P4 - ree1 f
vl �ssed2
NOV -04 -2013 06:26 P.06
C
Texas CMT Inc.-
Construction Materials Testing GEE C Inc.
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 Fax (214) 352 -6972 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Report No. 41- revised (213 -0134) Method; ASTM D6938 D698 - Paee 1 of 1
Client: The City of Coppell
Project: Creekview Drive Roadway
Improvements 2013
Test Date: October 22, 2013
Report Date: November 4, 2013
Required Density ( %): Min. 95%
Required Moisture ( %):
Clays: OMC +O to +4 %;
Sand and/or Select Fill: OMC -3 to +3 %;
Cem -lime Treated: OMC -2 to +3%
Test No.
Material Description
Maximum
Optimum
In -Place
In -Place
Dry Density
Moisture
No.
Depth
(LbsJcu.fL)
Content
Moisture
Compaction
(Percent)
1.
Reddish Brown Clay
97.7
22.9
2.
Yellowish Brown Clayey Sand
120.9
12.2
Sidewalk Footing, North Side, 50' W. of
(Select Fill)
18.0*
95.6
3.
Dark Brown Clay
99.5
22.9
4.
Brown, Tan and Yellowish
97.9
23.7
2
Brown Clay
Sidewalk Footing, North Side, 55'W. of
116.5
5.
Dark Brown Clayey Sand with
116.4
12.5
Dark Gray Shale Fragments
6.
Dark Gray Gravelly Clay with'
108.2
17.1
Sidewalk Footing, North Side, 120'W. of
Shale Fragments
14.8
97.3
7.
Yellowish Brown & Olive Brown
10.7.3 ,,
18.1
Clay with Gravel
S.
Light Brown Clayey Sand (Cem-
118.6
'11.5
lime Treated)
9.
Light Brown Clayey Sand (Cem-
113.9
14.0
lime Treated)
10.
Orange Silty Sand with
117.1
12.9
Sandstone Frags. & Occ. Gravel
Test No.
Material
Probe
Location / Elevation (and /or) Lift
In -Place
In -Place
Percent
No.
Depth
Dry Density
Moisture
Compaction
(inches)
(Lbs /Cu.FL)
Content ( %)
(%)
107
2
8
Sidewalk Footing, North Side, 50' W. of
115.6
18.0*
95.6
Stone Drain Inlet, Subgrade
108
2
8
Sidewalk Footing, North Side, 55'W. of
116.5
15.8*
96.4
Storm Drain Inlet, Subgrade
109
2
8
Sidewalk Footing, North Side, 120'W. of
117.6
14.8
97.3
Storm Drain Inlet, Subgrade
Recommended acceptance to Larry Davis of City of Coppell
cc: Mr. Larry Davis -City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 - 304 -3570
Mr. George Marshall - City of Coppell, Phone: 972 - 304 -3562; via E -mail: gMarshall @coppelltx.gov
W. Rod Lacy - The Fain Group, Phone: 817- 927 -4388; via E -mail: rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F -4521 Reviewed bv:
I 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 Texas CMT, Inc. The use of our name must recei,
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.
TOTAL P.O6