ST0502B- LR150918' RLLlfil'ICE
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: C15-0812
Report Date: 09/18/2015
Project: Freeport Parkway North
Location: Various Locations
Client: City of Coppell
Date Sampled: 09/16/2015
Sampled By: Perez, Julio
By Order Of: Walter
Order Number: 1770
REPORT: Nuclear Field Density Test LAB NO: 193562
Test Method: See Below
TEST RESULTS Report No: 193562
Page 1 of 3
Optimum
Proctor Moisture
Proctor No Date (%)
191363-1 08/12/2015 12.9
Maximum
Dry Density
(pcf) Color / Description
117.2 Red Clayey sand with trace organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Location:
Test Lift # /
No. Depth Location
1
-3'
12" Water Line A at Station
191363-1 1
+0.5
19+00
2
-2'
12" Water Line A at Station
114.7
191363-1 1
19+02
3
-1'
12" Water Line A at Station
13.1
112.6
19+04
4
Final
12" Water Line A at Station
130.2
11.4
19+06
5
-3'
12" Water Line A at Station
Pass
127.3
22+00
6
-2'
12" Water Line A at Station
96.8
Pass
22+02
7
-1'
12" Water Line A at Station
-1.2
97.4
22+04
8
Final
12" Water Line A at Station
191363-1 i
+0.3
22+06
9
-3'
12" Water Line A at Station
114.1
191363-1 1
25+00
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
128.5
13.4
113.3
191363-1 1
+0.5
96.7
Pass
128.7
12.2
114.7
191363-1 1
-0.7
97.9
Pass
127.4
13.1
112.6
191363-1 1
+0.2
96.1
Pass
130.2
11.4
116.9
191363-1 1
-1.5
99.7
Pass
127.3
12.3
113.4
191363-1 1
-0.6
96.8
Pass
127.6
11.7
114.2
191363-1 1
-1.2
97.4
Pass
129.6
13.2
114.5
191363-1 i
+0.3
97.7
Pass
129.0
13.1
114.1
191363-1 1
+0.2
97.4
Pass
129.5
12.9
114.7
191363-1 i
+0.0
97.9
Pass
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, ET, 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
RLLIfriCE
�4 G GE0TKMICR1_
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: C15-0812
Date Sampled: 09/16/2015
Report Date: 09/18/2015
Sampled By:
Perez, Julio
Project:
Freeport
Parkway North
By Order Of:
Walter
Location:
Various Locations
Order Number: 1770
Client:
City of Coppell
REPORT.
Nuclear Field Density Test
LAB NO:
193562
Test Method:
See Below
TEST
RESULTS
Report No:
193562
Page 2 of 3
Location:
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor Spec. Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No. Deviation
Density
Fail
10
-2'
12" Water Line A at Station
129.0
12.7
114.5
191363-1
t -0.2
97.7
Pass
25+02
11
-1'
12" Water Line A at Station
129.4
12.2
115.3
191363-1
) -0.7
98.4
Pass
25+04
12
Final
12" Water Line A at Station
130.4
11.9
116.5
191363-1
i -1.0
99.4
Pass
25+06
13
-2'
12" Water Line A at Station
130.2
11.6
116.7
191363-1
) -1.3
99.6
Pass
28+00
14
-1'
12" Water Line A at Station 12"
131.0
11.8
117.2
191363-1
I -1.1
100.0
Pass
Water Line A at Station 28+02
15
Final
12" Water Line A at Station
131.5
12.4
117.0
191363-1
I -0.5
99.8
Pass
28+04
16
-2'
6" Water Crossing Water Line A
128.2
12.0
114.5
191363-1
9 -0.9
97.7
Pass
at Station 27+95.07
17
-1'
6" Water Crossing Water Line A
128.9
13.2
113.9
191363-1
I +0.3
97.2
Pass
at Station 27+95.07
18
4
6" Water Crossing Water Line A
126.7
12.7
112.4
191363-1
1 -0.2
95.9
Pass
at Station 6" Water Crossing
Water Line A at Station 24+83.46
19
-3
6" Water Crossing Water Line A
129.0
12.9
114.3
191363-1
i +0.0
97.5
Pass
at Station 24+83.46
20
-2'
6" Water Crossing Water Line A
127.5
13.1
112.7
191363-1
1 +0.2
96.2
Pass
at Station 24+83.46
21
-1'
6" Water Crossing Water Line A
127.6
13.4
112.5
191363-1
1 +0.5
96.0
Pass
at Station 24+83.46
22
-3
6" Water Crossing Water Line A
132.3
15.0
115.0
191363-1
1 +2.1
98.1
Pass
at Station 20+75.63
23
-2'
6" Water Crossing Water Line A
132.2
15.6
114.4
191363-1
1 +2.7
97.6
Pass
at Station 20+75.63
Orig C,ty of Coppell (Coppell, TX) Attn Mr. R ck O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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
� RLLIfii'iCE
GEOTEtMICf1L
GROUP
Acct ID:
1770
Report Date: 09/18/2015
Project:
Freeport Parkway North
Location:
Various Locations
Client:
City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
File No: C15-0812
Date Sampled: 09/16/2015
Sampled By: Perez, Julio
By Order Of: Walter
Order Number: 1770
REPORT:
Nuclear Field Density Test
LAB NO:
Test Method:
193562
See Below
TEST RESULTS
Report No:
193562
Page 3 of 3
Location:
Wet Moisture Dry
Percent
Test
Lift # /
Density Content Density
Proctor Spec. Moisture
Proctor Pass
No.
Depth Location
(pcf) % (pcf)
Number
No. Deviation
Density Fail
24
-1' 6" Water Crossing Water Line A
133.1 15.5 115.2
191363-1
1 +2.6
98.3 Pass
at Station 20+75.63
Gauge No.:
5669 Daily Standard Counts:
09/16/2015 DS: 3086
MS: 442
Test Methods:
ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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.