Tax2012B- LR150624ALLIW'ICE
GEOTECHNICAL
QiQl1P
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: C15-0410
Report Date: 06/24/2015
Project: Whispering Hills Drive Reconstruction
Location: Whispering Hills Dr. northbound lane
Client: City of Coppell
REPORT: Nuclear Field Density Test
Proctor No
Proctor
Date
Optimum Maximum
Moisture Dry Density
(%) (pcf)
183592 04/09/2015 15.4 114.2
184850 04/30/2015 14.5 117.3
184850-1 04/30/2015 21.8 102.9
TEST RESULTS
Date Sampled: 06/22/2015
Sampled By: Avila, Eli
By Order Of: Thomas
Order Number: 1770
LAB NO: 187867
Test Method. See Below
Report No: 187867
Page 1 of 2
Color / Description
Reddish Brown and Gray Clay
Brown and Gray Mix Sandy Clay
Gray Clay W/ Some Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location:
Test
Lift # /
Pass
No.
Depth
Location
1
4
8" Sewer Line at Station 6+00
2
-3'
8" Sewer Line at Station 6+05
3
-2'
8" Sewer Line at Station 6+08
4
-1'
8" Sewer Line at Station 6+10
5
-2'
8" Waterline at Station 6+50
6
-1'
8" Waterline at Station 6+55
7
-2'
8" Waterline at Station 8+00
8
-1'
8" Waterline at Station 8+03
9
4
8" Sewer Line at Station 8+50
10
4
8" Sewer Line at Station 8+05
11
-2'
8" Sewer Line at Station 8+08
12
-1'
8" Sewer Line at Station 8+11
13
-2'
8" Waterline at Station 10+50
14
-1'
8" Waterline at Station 10+53
Orig: City of Coppell
(Coppell,
TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Wet Moisture
Density Content
(pcf) %
122.4 23.9
121.7 24.4
123.7 26.5
124.4 26.4
125.7 21.8
130.1 19.6
134.7 20.4
128.7 18.4
138.3 19.1
125.5 21.8
129.4 19.0
127.4 22.0
126.4 21.8
127.1 22.8
Dry
Density
(pcf)
98.8
97.8
97.8
98.4
103.2
108.8
111.9
108.7
116.1
103.0
108.7
104.4
103.8
103.5
Proctor
Number
184850-1
184850-1
184850-1
184850-1
184850-1
183592
183592
183592
184850
184850-1
183592
184850-1
184850-1
184850-1
Percent
Spec. Moisture Proctor Pass
No. Deviation Density Fail
Respectfully Submitted,
Alliance Geotechnical Group
+2.1
96.0
Pass
+2.6
95.0
Pass
+4.7
95.0
Pass
+4.6
95.6
Pass
+0.0
100.3
Pass
+4.2
95.3
Pass
+5.0
98.0
Pass
+3.0
95.2
Pass
+4.6
99.0
Pass
+0.0
100.1
Pass
+3.6
95.2
Pass
+0.2
101.5
Pass
+0.0
100.9
Pass
+1.0
100.6
Pass
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.
ALLiRnce
t4�G cE-:oicnL
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: C15-0410
Report Date: 06/24/2015
Project: Whispering Hills Drive Reconstruction
Location: Whispering Hills Dr. northbound lane
Client: City of Coppell _
REPORT: Nuclear Field Density Test
Date Sampled: 06/22/2015
Sampled By: Avila, Eli
By Order Of: Thomas
Order Number: 1770
LAB NO: 187867
Test Method: See Below
TEST RESULTS Report No:
Page 2 of 2
Location:
Percent
Spec. Moisture
Proctor
Pass
No. Deviation
Density
Fail
Wet Moisture
Dry
Pass
Test
Lift # /
Pass
Density Content
Density
Proctor
No.
Depth
Location
(pcf) %
(pcf)
Number
15
-2'
8" Waterline at Station 14+00
121.8 21.8
100.0
184850-1
16
-1'
8" Waterline at Station 14+03
125.5 22.9
102.1
184850-1
17
4
8" Sewer Line at Station 3+50
123.5 26.1
97.9
184850-1
18
-3
8" Sewer Line at Station 3+55
125.9 24.4
101.2
184850-1
19
-2'
8" Sewer Line at Station 3+58
125.5 23.2
101.9
184850-1
20
-1'
8" Sewer Line at Station 3+60
125.6 21.8
103.1
184850-1
Gauge No.:
2287
Daily Standard Counts:
06/22/2015 DS:
2732
MS: 464
Remarks:
TSJT
Technician and Thomas/McMahon are aware of all test results.
Test Methods:
ASTM D6938-10
CONFORMS
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
187867
Respectfully Submitted,
Alliance Geotechnical Group
+0.0 100.2 Pass
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
Percent
Spec. Moisture
Proctor
Pass
No. Deviation
Density
Fail
1 +0.0
97.2
Pass
I +1.1
99.2
Pass
1 +4.3
95.1
Pass
1 +2.6
98.3
Pass
1 +1.4
99.0
Pass
Respectfully Submitted,
Alliance Geotechnical Group
+0.0 100.2 Pass
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