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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: 09/26/2013
Report Date:
09/30/2013
Proctor
Number
Sampled By: Duce Roberts
Project:
West Sandy Lake Road
Pass
Fail
By Order Of:
Location:
Wall C
120.8
Order Number: 1770
Client:
City of Coppell
1
+0.6
REPORT:
Nuclear Field Density Test
2
LAB NO: 152198
Station 0 +75
120.3
17.4
Test Method: See Below
148639 -1
1
TEST RESULTS
Report No: 152198
Pass
3
2nd
Page 1 of 1
121.2
Optimum
Maximum
148639 -1
1
Proctor Moisture
Dry Density
Pass
Proctor No
Date (%)
(pcfl Color / Description
119.2
148639 -1
07/17/2013 16.6
106.2 Dark Brown Sandy Clay
1
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location:
Test
No.
Wall C
Lift # /
Depth Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
1st
Station 0 +25
120.8
17.2
103.1
148639 -1
1
+0.6
97.1
Pass
2
1st
Station 0 +75
120.3
17.4
102.5
148639 -1
1
+0.8
96.5
Pass
3
2nd
Station 0 +25
121.2
17.0
103.6
148639 -1
1
+0.4
97.6
Pass
4
2nd
Station 0 +50
119.2
17.7
101.3
148639 -1
1
+1.1
95.4
Pass
5
2nd
Station 0 +75
120.7
17.1
103.1
148639 -1
1
+0.5
97.1
Pass
6
3rd
Station 0 +25
121.9
16.8
104.4
148639 -1
1
+0.2
98.3
Pass
7
3rd
Station 0 +50
120.8
17.1
103.2
148639 -1
1
+0.5
97.2
Pass
8
3rd
Station 0 +75
1203
16.9
102.9
148639 -1
1
+0.3
96.9
Pass
Gauge No.: 4877 Daily Standard Counts: 09/26/2013 DS: 3956 MS: 515
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kkara, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR 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.
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972)444 -8889 Fax: (972) 444-8893
G
Acct ID:
1770
File No: C13 -0634
Date Sampled: 09/27/2013
Report Date:
09/30/2013
Sampled By: Roberts, Duce
Project:
West Sandy Lake Road
By Order Of:
Location:
Wall C
Order Number: 1770
Client:
City of Coppell
Test
Lift # /
REPORT:
Nuclear Field Density Test
Proctor
Spec.
LAB NO: 152086 -1
Proctor
Pass
No.
Depth Location
Test Method: See Below
(pcf)
%
(pcf)
TEST RESULTS
Report No: 152086 -1
Deviation
Density
Fail
1
Page 1 of 1
Station 1 +25
Optimum
Maximum
104.5
148639 -1
1
Proctor Moisture
Dry Density
Pass
2
Proctor No
Date (°70)
(Pci)
Color / Description
104.8
148639 -1
07/17/2013 16.6
106.2
Dark Brown Sandy Clay
Pass
148639 -2
07/17/2013 12.0
115.9
Medium Brown Sandy Clay
17.5
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location: Wall C
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
1st
Station 1 +25
121.8
16.6
104.5
148639 -1
1
+0.0
98.4
Pass
2
1st
Station 1 +50
122.8
17.2
104.8
148639 -1
1
+0.6
98.7
Pass
3
2nd
Station 1 +25
119.0
17.5
101.3
148639 -1
1
+0.9
95.4
Pass
4
2nd
Station 1 +50
121.4
17.1
103.7
148639 -1
1
+0.5
97.6
Pass
5
3rd
Station 1 +25
129.9
15.2
112.8
148639 -2
1
+12
97.3
Pass
6
4th
Station 1 +25
128.8
14.0
1110
148639 -2
1
+2.0
97.5
Pass
Gauge No.: 4877 Daily Standard Counts: 09/27/2013 DS: 3678 MS: 517
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Ki6kara, 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.