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Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770
File No: C13 -0634
Date Sampled: 07/17/2013
Report Date:
07/22/2013
Sampled By: Griffiths, Robert
Project:
West Sandy Lake Road
By Order Of:
Location:
Eastbound Shoulder, Sandy Lake Rd
Order Number: 1770
Client:
City of Coppell
REPORT.
Nuclear Field Density Test
LAB NO: 148639
Test Method: See Below
TEST RESULTS
Report No: 148639
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf) Color / Description
148639 -2
07/17/2013 12.0
115.9 Medium Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location: Eastbound Shoulder
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
1 -5' Station 68 +00 130.5 16.9 111.6 148639 -2 1 +4.9 96.3 Pass
Gauge No.: 4877 Daily Standard Counts: 07/17/2013 DS: 3969 MS: 517
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
ai
Perry C. Kaka a, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
HI..LIAIYGE
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Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C13 -0634 Date Sampled: 07/18/2013
Report Date: 07/22/2013 Sampled By: Griffiths, Robert
Project: West Sandy Lake Road By Order Of:
Location: Storm Drain Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 148732
Test Method: See Below
TEST RESULTS Report No: 148732
Page 1 of 2
Optimum Maximum
Proctor
Moisture
Dry Density
Moisture
Proctor No Date
(%)
(pcf)
Color / Description
148639 -1 07/17/2013
16.6
106.2
Dark Brown Sandy Clay
148639 -2 07/17/2013
12.0
115.9
Medium Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location: Eastbound Shoulder
Location: Water Main Air Release Valve
Test
No.
Lift # /
Depth
Wet
Moisture
Dry
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Percent
Percent
Proctor
Density
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
4 Station 68 +00
124.2
15.0
108.0
148639 -2
1
+3.0
93.2
Fail
2
-5' Station 65 +00
127.4
15.7
110.1
148639 -2
1
+3.7
95.0
Pass
Location: Water Main Air Release Valve
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
3
-7'
Station 2 +12
118.3
14.6
103.2
148639 -1
1
-2.0
97.2
Fail
4
-6'
Station 2 +12
123.0
15.6
106.4
148639 -1
1
-1.0
100.2
Fail
5
-5'
Station 2 +12
116.8
17.7
99.2
148639 -1
1
+1.1
93.4
Fail
6
4
Station 2 +12
124.3
17.9
105.4
148639 -1
1
+1.3
99.2
Pass
7
-3'
Station 2 +12
124.2
17.3
105.9
148639 -1
1
+0.7
99.7
Pass
8
-2'
Station 2 +12
123.1
16.8
105.4
148639 -1
1
+0.2
99.2
Pass
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
AL.L.IfihICE
COTECF�'iICRL
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Acct ID: 1770
Report Date: 07/22/2013
Project: West Sandy Lake Road
Location: Storm Drain
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634 Date Sampled: 07/18/2013
Sampled By: Griffiths, Robert
By Order Of:
Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 148732
Test Method: See Below
TEST RESULTS Report No: 148732
Page 2 of 2
Gauge No.: 4877 Daily Standard Counts: 07/18/2013 DS: 3970 MS: 516
Test Methods: ASTM D6938 -10
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
DOES NOT CONFORM
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
C L.LIPIIYCE
�OTECHfiiCflL
iCJUP
Consulting Engineering Geotechnical Engineering'` Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C13 -0634 Date Sampled: 07/19/2013
Report Date: 07/2212013 Sampled By: Griffiths, Robert
Project: West Sandy Lake Road By Order Of:
Location: Storm Drain Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 148838
Test Method: See Below
TEST RESULTS Report No: 148838
Page 1 of 1
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date (%) (pcf)
148511 07/11/2013 11.2
148639 -1 07/17/2013 16.6
120.6
106.2
Color / Description
Brown Sandy Clay
Dark Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location: Eastbound Sandy Lake
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-4'
Station 67 +50
1310
13.7
117.0
148511
1
+2.5
97.0
Pass
2
-4'
Station 68 +50
123.7
9.6
112.9
148511
1
-1.6
93.6
Fail
3
-4'
Retest of Test #2 taken 7/19/2013
129.3
12.7
114.7
148511
1
+1.5
95.1
Pass
4
-8'
Station 67 +00
122.8
16.8
105.1
148639 -1
1
+0.2
99.0
Pass
5
-7'
Station 67 +00
124.6
17.9
105.7
148639 -1
1
+1.3
99.5
Pass
6
-6'
Station 67 +00
120.9
18.1
102.4
148639 -1
1
+1.5
96.4
Pass
7
-5'
Station 67 +00
123.5
16.6
105.9
148639 -1
1
+0.0
99.7
Pass
Gauge No.: 4877 Daily Standard Counts: 07/19/2013 DS: 4007 MS: 514
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kaka , CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
HLLIAnCE
GE-OTECFN1CHL
w t1P
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1755 File No: C13 -0635 Date Sampled: 07/20/2013
Report Date: 07122/2013 Sampled By: Griffiths, Robert
Project: West Sandy Lake Road OT /Failed Tests By Order Of:
Location: Storm Drain Order Number: 1755
Client: Tiseo Paving Company
REPORT: Nuclear Field Density Test LAB NO: 148878
Test Method: See Below
TEST RESULTS Report No: 148878
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
148639 -2 07/17/2013 12.0
Maximum
Dry Density
(poi Color / Description
115.9 Medium Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location: Eastbound Shoulder
Gauge No.: 4877 Daily Standard Counts: 07/20/2013 DS: 4007 MS: 515
Test Methods: ASTM D6938 -10
CONFORMS
Orig: Tiseo Paving Company (Dallas, TX) Attn: Robert Caudill (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakar , CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No,
Depth Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
-4 Station 68 +00
126.0
13.0
111.5
148639 -2
1
+1.0
96.2
Pass
2
-3 Station 68 +00
126.8
13.2
112.0
148639 -2
1
+1.2
96.6
Pass
Gauge No.: 4877 Daily Standard Counts: 07/20/2013 DS: 4007 MS: 515
Test Methods: ASTM D6938 -10
CONFORMS
Orig: Tiseo Paving Company (Dallas, TX) Attn: Robert Caudill (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakar , CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.