ST9902-LR140129ALLIFINCE
GCiEtJTECFIh1tCfiL
GROUP
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: 01/22/2014
Report Date: 01/29/2014 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of: Walter
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 157241
Test Method: See Below
TEST RESULTS Report No: 157241
Page 1 of 2
Optimum Maximum
Proctor
Moisture
Dry Density
Percent
Proctor
Density
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
17.6 103.9
19.8 101.1
20.1 102.5
17.9 104.4
16.9 105.7
17.3 104.1
Proctor
Number
Spec.
No.
Moisture Band
Percent
Proctor
Density
Specification No.
Compaction, % Minimum
Maximum
122.2
1
95 0.0
4 +50
5.0
6
-5'
2
95 0.0
7
5.0
42" RCP Line H at Station 2 +50
Location:
8
-3'
42" RCP Line H at Station 2 +50
123.1
9
-2'
42" RCP Line H at Station 2 +50
123.6
Wet
Moisture
Dry
Test
Lift # /
Mr. Rick O'Dell (1 -cc copy)
Density Content
Density
No.
Depth
Location
(pcf)
%
(pcf)
1
-5'
24" Storm Drain Line H at Station
122.4
17.5
104.2
99.5
Pass
4 +50
1
+0.7
98.0
2
-4'
24" Storm Drain Line H at Station
121.2
17.8
102.9
4 +50
3
-3'
24" Storm Drain Line H at Station
121.7
17.6
103.5
4 +50
4
-2'
24" Storm Drain Line H at Station
120.7
18.1
102.2
17.6 103.9
19.8 101.1
20.1 102.5
17.9 104.4
16.9 105.7
17.3 104.1
Proctor
Number
Spec.
No.
4 +50
Percent
Proctor
Density
5
-1'
24" Storm Drain Line H at Station
122.2
98.1
Pass
4 +50
1
6
-5'
42" RCP Line H at Station 2 +50
121.1
7
-4'
42" RCP Line H at Station 2 +50
123.1
8
-3'
42" RCP Line H at Station 2 +50
123.1
9
-2'
42" RCP Line H at Station 2 +50
123.6
10
-1'
42" RCP Line H at Station 2 +50
122.1
Client: City of Coppell Attn:
Mr. Rick O'Dell (1 -cc copy)
Pass
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
1
17.6 103.9
19.8 101.1
20.1 102.5
17.9 104.4
16.9 105.7
17.3 104.1
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
148639 -1
1
+0.9
98.1
Pass
148639 -1
1
+1.2
96.9
Pass
148639 -1
1
+1.0
97.5
Pass
148639 -1
1
+1.5
96.2
Pass
148639 -1
1
+1.0
97.8
Pass
148639 -1
1
+3.2
95.2
Pass
148639 -1
1
+3.5
96.5
Pass
148639 -1
1
+1.3
98.3
Pass
148639 -1
1
+0.3
99.5
Pass
148639 -1
1
+0.7
98.0
Pass
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kak 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Consulting Engineering * Geotechnical Engineering * Construction Materials
hwnric 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECH ICfiL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUH
Acct ID: 1770 File No: C13 -0634 Date Sampled: 01/22/2014
Report Date: 01/29/2014 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of: Walter
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 157241
Test Method: See Below
TEST RESULTS Report No: 157241
Page 2 of 2
Location:
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. K kara, 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 REPRESENTAN 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.
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
11
-7'
8x4 RCP Line G at Station 1 +50
123.4
18.4
104.2
148639 -1
1
+1.8
98.1
Pass
12
-6'
8x4 RCP Line G at Station 1 +50
123.2
18.7
103.8
148639 -1
1
+2.1
97.7
Pass
13
-5'
8x4 RCP Line G at Station 1 +50
122.9
19.0
103.3
148639 -1
2
+2.4
97.3
Pass
14
-4'
8x4 RCP Line G at Station 1 +50
122.9
19.4
102.9
148639 -1
2
+2.8
96.9
Pass
15
-3'
8x4 RCP Line G at Station 1 +50
123.2
18.8
103.7
148639 -1
2
+2.2
97.6
Pass
16
-2'
8x4 RCP Line G at Station 1 +50
123.3
18.0
104.5
148639 -1
2
+1.4
98.4
Pass
17
-1'
8x4 RCP Line G at Station 1 +50
123.3
17.7
104.8
148639 -1
2
+1.1
98.7
Pass
18
. -2'
Retest of Test #13 taken 1 -16 -14
128.7
14.8
112.1
148639 -2
2
+2.8
96.7
Pass
19
-1'
Retest of Test #14 taken 1 -16 -14
128.6
14.1
112.7
148639 -2
2
+2.1
97.2
Pass
20
-3'
Retest of Test #15 taken 1 -16 -14
129.7
14.7
113.1
148639 -2
2
+2.7
97.6
Pass
21
-2'
Retest of Test #16 taken 1 -16 -14
130.9
15.3
113.5
148639 -2
2
+3.3
97.9
Pass
22
-1'
Retest of Test #17 taken 1 -16 -14
131.0
15.1
113.8
148639 -2
2
+3.1
98.2
Pass
Gauge No.:
2287 Daily Standard Counts:
01/22/2014 DS:
2846
MS: 448
Remarks:
All locations and depths are approximate. AGG did not
observe
backfill operations.
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. K kara, 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 REPRESENTAN 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.