ST9902-LR1401210 LL""CE
rTECHNIC19L
UP
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
Report Date: 01/21/2014
Project: West Sandy Lake Road
Location: Various Locations
Client: City of Coppell
Date Sampled: 01/16/2014
Sampled By: Armas, Brandon
By Order Of: Walter
Order Number: 1770
REPORT. Nuclear Field Density Test LAB NO: 156867
Test Method: See Below
TEST RESULTS Report No: 156867
Page 1 of 3
Optimum Maximum
Proctor No
Proctor
Date
Moisture
(%)
Dry Density
(pcf)
Color / Description
148511
07/11/2013
11.2
120.6
Brown Sandy Clay
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
152198 -1
09/26/2013
12.8
115.0
Reddish Brown Clayey Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location
Test Lift # /
No, Depth Location
1
-4'
10" Sewer Line B at Station 12 +90
2
-3'
10" Sewer Line B at Station 12 +90
3
-2'
10" Sewer Line B at Station 12 +90
4
-1'
10" Sewer Line B at Station 12 +90
5
-1'
18" Lateral F at Station 19 +50
6
-2'
24" Lateral F at Station 1 +50
7
-1'
24" Lateral F at Station 1 +50
8
-2'
18" Lateral F -10 at Station 1 +50
9
-1'
18" Lateral F -10 at Station 1 +50
10
-3'
21" Lateral F -9 at Station 1 +50
11
-2'
21" Lateral F -9 at Station 1 +50
12
-1'
21" Lateral F -9 at Station 1 +50
13
-2'
8" Line A -3 at Station 1 +50
Client: City of Coppell Attn:
Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
130.7
11.9
116.8
148511
1
+0.7
96.8
Pass
133.1
15.6
115.1
148511
1
+4.4
95.4
Pass
132.1
14.4
115.5
148511
1
+3.2
95.8
Pass
133.1
11.3
119.6
148511
1
+0.1
99.2
Pass
133.5
16.9
114.2
152198 -1
1
+4.1
99.3
Pass
126.9
20.4
105.4
148639 -1
1
+3.8
99.2
Pass
132.6
17.0
113.3
148639 -2
1
+5.0
97.8
Pass
118.8
16.6
101.9
148639 -1
1
+0.0
96.0
Pass
126.6
14.2
110.9
148639 -2
1
+2.2
95.7
Pass
124.3
20.6
103.1
148639 -1
1
+4.0
97.1
Pass
127.6
15.3
110.7
148639 -2
1
+3.3
95.5
Pass
121.9
17.1
104.1
148639 -1
1
+0.5
98.0
Pass
119.3
26.2
94.5
148639 -2
1
+14.2
81.5
Fail
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.
EOT
GROUP
Acct ID: 1770
Report Date: 01/21/2014
Project: West Sandy Lake Road
Location: Various Locations
Client: City of Coppell
REPORT. Nuclear Field Density Test
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: 01/16/2014
Sampled By: Armas, Brandon
By Order Of: Walter
Order Number: 1770
LAB NO: 156867
Test Method: See Below
TEST RESULTS Report No: 156867
Page 2 of 3
Location:
Test Lift # /
No. Depth Location
14
-1'
8" Line A -3 at Station 1 +50
15
-3'
8" Line A -2 at Station 1 +80
16
-2'
8" Line A -2 at Station 1 +80
17
-1'
8" Line A -2 at Station 1 +80
18
-4'
30" Lateral F -7 at Station 1 +30
19
-3'
30" Lateral F -7 at Station 1 +30
20
-2'
30" Lateral F -7 at Station 1 +30
21
-1'
30" Lateral F -7 at Station 1 +30
22
-3'
24" Lateral F -6 at Station 1 +50
23
-2'
24" Lateral F -6 at Station 1 +50
24
-1'
24" Lateral F -6 at Station 1 +50
25
-2'
21" Lateral F -4 at Station 1 +40
26
-1'
21" Lateral F -4 at Station 1 +40
27
-3'
21" Lateral F -3 at Station 1 +50
28
-2'
21" Lateral F -3 at Station 1 +50
29
-1'
21" Lateral F -3 at Station 1 +50
30
-3'
18" Lateral F -2 at Station 1 +40
31
-2'
18" Lateral F -2 at Station 1 +40
32
-1'
18" Lateral F -2 at Station 1 +40
33
4
10" Sanitary Sewer B at Station 1 +40
34
-3'
10" Sanitary Sewer B at Station 1 +40
35
-2'
10" Sanitary Sewer B at Station 1 +40
36
-1'
10" Sanitary Sewer B at Station 1 +40
37
-3'
6" Sanitary Sewer SVC at Station
128.7
20.2
1 +50
38
-2'
6" Sanitary Sewer SVC at Station
100.8
Pass
1 +50
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
124.7
25.5
99.4
148639 -2
1
+13.5
85.8
Fail
117.8
18.6
99.3
148639 -2
1
+6.6
85.7
Fail
124.3
19.1
104.4
148639 -2
1
+7.1
90.1
Fail
124.0
14.8
108.0
148639 -2
1
+2.8
93.2
Fail
128.9
20.0
107.4
148639 -1
1
+3.4
101.1
Pass
126.6
18.2
107.1
148639 -1
1
+1.6
100.8
Pass
128.3
15.6
111.0
148639 -2
1
+3.6
95.8
Pass
131.8
15.8
113.8
148639 -2
1
+3.8
98.2
Pass
125.1
20.3
104.0
148639 -1
1
+3.7
97.9
Pass
128.7
20.2
107.1
148639 -1
1
+3.6
100.8
Pass
133.5
15.4
115.7
152198 -1
1
+2.6
100.6
Pass
127.2
19.1
106.8
148639 -1
1
+2.5
100.6
Pass
130.6
17.1
111.5
152198 -1
1
+4.3
97.0
Pass
123.3
18.3
104.2
148639 -1
1
+1.7
98.1
Pass
129.3
16.1
111.4
148639 -2
1
+4.1
96.1
Pass
126.1
21.1
104.1
148639 -1
1
+4.5
98.0
Pass
130.1
16.8
111.4
152198 -1
1
+4.0
96.9
Pass
127.2
21.0
105.1
148639 -1
1
+4.4
99.0
Pass
122.2
19.2
102.5
148639 -1
1
+2.6
96.5
Pass
129.9
16.7
111.3
148639 -2
1
+4.7
96.0
Pass
124.2
16.6
106.5
148639 -1
1
+0.0
100.3
Pass
132.6
15.2
115.1
148639 -2
1
+3.2
99.3
Pass
129.7
14.7
113.1
148639 -2
1
+2.7
97.6
Pass
130.0
16.8
111.3
148639 -2
1
+4.8
96.0
Pass
132.8 16.9 113.6 148639 -2 1 +4.9 98.0 Pass
Respectfully Submitted,
Alliance Geotechnical Group
,l
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.
HLLIMCE
GEOTECIifllffil.
OUP
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: 01/16/2014
Report Date: 01/21/2014 Sampled By: Armas, Brandon
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: 156867
Test Method: See Below
TEST RESULTS Report No: 156867
Page 3 of 3
Location:
Test
No.
Lift # /
Depth
Wet Moisture
Density Content
Location (pcf) %
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
39
-1'
6" Sanitary Sewer SVC at Station 127.4
18.4
107.6
148639 -1
1
+1.8
101.3
Pass
1 +50
40
-6'
10" Sanitary Sewer B at Station 4 +40 126.1
21.5
103.8
148639 -1
1
+4.9
97.7
Pass
41
-5'
10" Sanitary Sewer B at Station 4 +40 124.7
21.5
102.6
148639 -1
1
+4.9
96.6
Pass
42
-4'
10" Sanitary Sewer B at Station 4 +40 127.5
21.0
105.4
148639 -1
1
+4.4
99.2
Pass
43
-3'
10" Sanitary Sewer B at Station 4 +40 128.3
19.9
107.0
148639 -1
1
+3.3
100.8
Pass
44
-2'
10" Sanitary Sewer B at Station 4 +40 130.3
16.9
111.5
148639 -2
1
+4.9
96.2
Pass
45
-1'
10" Sanitary Sewer B at Station 4 +40 130.9
16.7
112.2
148639 -2
1
+4.7
96.8
Pass
46
-1'
18" Lateral G -4 at Station 1 +50 133.0
14.2
116.5
148511
1
+3.0
96.6
Pass
47
-6'
10" Sanitary Sewer B at Station 129.9
15.9
112.1
148639 -2
1
+3.9
96.7
Pass
10 +20
48
-5'
10" Sanitary Sewer B at Station 130.1
14.8
113.3
148639 -2
1
+2.8
97.8
Pass
10 +20
49
4
10" Sanitary Sewer B at Station 132.5
15.6
114.6
148639 -2
1
+3.6
98.9
Pass
10 +20
50
-3'
10" Sanitary Sewer B at Station 128.6
16.4
110.5
148639 -2
1
+4.4
95.3
Pass
10 +20
51
-2'
10" Sanitary Sewer B at Station 130.2
13.6
114.6
148639 -2
1
+1.6
98.9
Pass
10 +20
52
-1'
10" Sanitary Sewer B at Station 129.1
16.2
111.1
148639 -2
1
+4.2
95.9
Pass
10 +20
Gauge No.: 3717 Daily Standard Counts: 01/16/2014 DS: 2905 MS: 442
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
a
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 OFAPPARENTLY 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 THEADDRESSED CLIENTANDARE NOTTO BE REPRODUCED WITHOUT WRITTEN PERMISSION.