ST9902-LR131223RLLIf11YCE
GEOTECHnICRL
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: 12/20/2013
Report Date: 12/23/2013 Sampled By: Robert Griffiths
Project: West Sandy Lake Road By Order Of:
Location: Storm Drain, Line G and Line H Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 155598 -1
Test Method: See Below
TEST RESULTS Report No: 155598 -1
Page 1 of 3
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date N (pcf)
148639 -1 07/17/2013 16.6
Specification
106.2
Color / Description
Dark Brown Sandy Clay
Moisture Band
Specification No.
Compaction, % Minimum
Maximum -
1
95 0.0
Location:
Line G
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
-8'
8ft x Oft Storm Box at Station 2 +00
128.9
18.3
109.0
148639 -1
1
+1.7
102.6
Pass
2
-7'
8ft x 4ft Storm Box at Station 2 +00
126.6
20.7
104.9
148639 -1
1
+4.1
98.8
Pass
3
-6'
8ft x 4ft Storm Box at Station 2 +00
127.9
19.8
106.8
148639 -1
1
+3.2
100.6
Pass
4
-5'
8ft x 4ft Storm Box at Station 2 +00
130.1
18.7
109.6
148639 -1
1
+2.1
103.2
Pass
5
-4'
8ft x 4ft Storm Box at Station 2 +00
125.7
19.6
105.1
148639 -1
1
+3.0
99.0
Pass
6
-3'
8ft x 4ft Storm Box at Station 2 +00
127.2
19.9
106.1
148639 -1
1
+3.3
99.9
Pass
7
-2'
8ft x 4ft Storm Box at Station 2 +00
128.1
18.5
108.1
148639 -1
1
+1.9
101.8
Pass
8
-1'
8ft x 4ft Storm Box at Station 2 +00
125.7
18.5
106.1
148639 -1
1
+1.9
99.9
Pass
9
-5'
36 inch RCP at Station 4 +00
121.2
19.8
101.2
148639 -1
1
+3.2
95.3
Pass
10
-3'
36 inch RCP at Station 4 +00
121.6
22.5
99.3
148639 -1
1
+5.9
93.5
Fail
11
-1'
36 inch RCP at Station 4 +00
117.6
26.6
92.9
148639 -1
1
+10.0
87.5
Fail
12
4
36 inch RCP at Station 4 +00
121.4
19.6
101.5
148639 -1
1
+3.0
95.6
Pass
13
-3'
36 inch RCP at Station 6 +00
120.9
19.1
101.5
148639 -1
1
+2.5
95.6
Pass
14
-2'
36 inch RCP at Station 6 +00
126.1
18.3
106.6
148639 -1
1
+1.7
100.4
Pass
15
-4'
24 inch RCP at Station 8 +00
122.8
20.7
101.7
148639 -1
1
+4.1
95.8
Pass
16
-3'
24 inch RCP at Station 8 +00
119.7
18.3
101.2
148639 -1
1
+1.7
95.3
Pass
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. K9kara,
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.
ALLiAnce
GEOTKHfIICfiL
GROUF
Acct ID: 1770
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
Report Date: 12/23/2013
Project: West Sandy Lake Road
Location: Storm Drain, Line G and Line H
Date Sampled: 12/20/2013
Sampled By: Robert Griffiths
By Order Of:
Order Number: 1770
Client:
City of Coppell
REPORT. Nuclear Field Density Test
LAB NO:
155598 -1
Test Method: See Below
TEST RESULTS
Report No:
155598 -1
Page 2 of 3
Location:
Line G
Wet
Moisture
Dry
Percent
Test
Lift # /
Density Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
17
-2'
24 inch RCP at Station 8 +00
125.5
19.3
105.2
148639 -1
1
+2.7
99.1
Pass
18
-1'
24 inch RCP at Station 8 +00
124.8
19.0
104.9
148639 -1
1
+2.4
98.8
Pass
19
-10'
8ft x 4ft Storm Box at Station 2 +00
125.3
19.2
105.1
148639 -1
1
+2.6
99.0
Pass
20
-9'
8ft x 4ft Storm Box at Station 2 +00
123.5
18.9
103.9
148639 -1
1
+2.3
97.8
Pass
21
-4'
36 inch RCP at Station 4 +00
121.7
19.5
101.8
148639 -1
1
+2.9
95.9
Pass
22
-3'
Retest of Test #10 taken 12/20/2013
122.2
19.8
102.0
148639 -1
1
+3.2
96.0
Pass
23
-2'
36 inch RCP at Station 4 +00
121.9
19.4
102.1
148639 -1
1
+2.8
96.1
Pass
24
-1'
Retest of Test #11 taken 12/20/2013
123.0
18.4
103.9
148639 -1
1
+1.8
97.8
Pass
25
-10'
8ft x 4 ft Storm Box at Station 1 +37
124.7
20.1
103.8
148639 -1
1
+3.5
97.7
Pass
26
-9'
8ft x 4 ft Storm Box at Station 1 +37
125.3
18.5
105.7
148639 -1
1
+1.9
99.5
Pass
27
-8'
8ft x 4 ft Storm Box at Station 1 +37
125.2
17.8
106.3
148639 -1
1
+1.2
100.1
Pass
28
-7'
8ft x 4 ft Storm Box at Station 1 +37
124.7
17.9
105.8
148639 -1
1
+1.3
99.6
Pass
29
-6'
8ft x 4 ft Storm Box at Station 1 +37
124.5
18.7
104.9
148639 -1
1
+2.1
98.8
Pass
30
-5'
8ft x 4 ft Storm Box at Station 1 +37
125.1
19.0
105.1
148639 -1
1
+2.4
99.0
Pass
31
-4'
8ft x 4 ft Storm Box at Station 1+37
125.2
18.8
105.4
148639 -1
1
+2.2
99.2
Pass
32
-3'
8ft x 4 ft Storm Box at Station 1+37
124.7
19.1
104.7
148639 -1
1
+2.5
98.6
Pass
33
-2'
8ft x 4 ft Storm Box at Station 1+37
124.0
18.7
104.5
148639 -1
1
+2.1
98.4
Pass
34
-1'
8ft x 4 ft Storm Box at Station 1 +37
125.4
18.4
105.9
148639 -1
1
+1.8
99.7
Pass
Location:
Line H
Wet
Moisture
Dry
Percent
Test
Lift # /
Density Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
35
-10'
42 inch RCP at Station 2 +00
122.1
19.9
101.8
148639 -1
1
+3.3
95.9
Pass
36
-9'
42 inch RCP at Station 2 +00
127.2
20.3
105.7
148639 -1
1
+3.7
99.5
Pass
37
-8'
42 inch RCP at Station 2 +00
125.0
20.0
104.2
148639 -1
1
+3.4
98.1
Pass
38
-7'
42 inch RCP at Station 2 +00
122.7
21.1
101.3
148639 -1
1
+4.5
95.4
Pass
Client: City of Coppell Attn:
Mr. Rick O'Dell (1 -cc copy)
Respectfully
Submitted,
Orig: City of
Coppell (Coppell,
TX) Attn: Mr. Keith Marvin, P.E.
Alliance Geotechnical
Group
Perry C. Kakarg, 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.
v R�iAnce
OTECFI1YICflL
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: 12/20/2013
Report Date: 12/23/2013 Sampled By: Robert Griffiths
Project: West Sandy Lake Road By Order Of:
Location: Storm Drain, Line G and Line H Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 155598 -1
Test Method: See Below
TEST RESULTS Report No: 155598 -1
Page 3 of 3
Location: Line H
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
-6'
42 inch RCP at Station 2 +00
123.1
20.1
102.5
148639 -1
1
+3.5
96.5
Pass
-5'
42 inch RCP at Station 2 +00
125.2
19.8
104.5
148639 -1
1
+3.2
98.4
Pass
4
42 inch RCP at Station 2 +00
123.8
19.4
103.7
148639 -1
1
+2.8
97.6
Pass
-3'
42 inch RCP at Station 2 +00
125.1
19.0
105.1
148639 -1
1
+2.4
99.0
Pass
-2'
42 inch RCP at Station 2 +00
125.8
18.7
106.0
148639 -1
1
+2.1
99.8
Pass
-1'
42 inch RCP at Station 2 +00
122.8
18.3
103.8
148639 -1
1
+1.7
97.7
Pass
-10'
42 inch RCP at Station 4 +50
123.5
21.2
101.9
148639 -1
1
+4.6
96.0
Pass
-9'
42 inch RCP at Station 4 +50
125.3
19.9
104.5
148639 -1
1
+3.3
98.4
Pass
-8'
42 inch RCP at Station 4 +50
125.4
20.8
103.8
148639 -1
1
+4.2
97.7
Pass
-7'
42 inch RCP at Station 4 +50
123.4
21.1
101.9
148639 -1
1
+4.5
96.0
Pass
-6'
42 inch RCP at Station 4 +50
122.8
20.0
102.3
148639 -1
1
+3.4
96.3
Pass
-5'
42 inch RCP at Station 4 +50
124.2
19.5
103.9
148639 -1
1
+2.9
97.8
Pass
41
42 inch RCP at Station 4 +50
124.5
19.7
104.0
148639 -1
1
+3.1
97.9
Pass
-3'
42 inch RCP at Station 4 +50
121.9
18.9
102.5
148639 -1
1
+2.3
96.5
Pass
-2'
42 inch RCP at Station 4 +50
125.6
18.8
105.7
148639 -1
1
+2.2
99.5
Pass
-1'
42 inch RCP at Station 4 +50
124.3
18.9
104.5
148639 -1
1
+2.3
98.4
Pass
Gauge No.: 5669 Daily Standard Counts: 12/20/2013 DS: 442 MS: 3201
Remarks: Mixed drier material, re- compacted failed areas -- Passed.
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. akara, 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.