WA1004-LR14140313AuiRnce
GGEOTEGMYICRL
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: C14 -0138
Date Sampled: 03/11/2014
Report Date: 03/13/2014
Proctor
Number
Sampled By:
Hernandez, Caleb
Project:
SH 121 Water Line Relocation
By Order Of:
Alfredo
Location:
Sh 121 Frontage Road
24.2
Order Number: 1770
Client:
City of Coppell
+2.5
99.8
Pass
REPORT.
Nuclear Field Density Test
Station 11 +00
LAB NO:
159720
101.6
157439
1
Test Method:
See Below
Pass
3
TEST RESULTS
Report No:
159720
21.9
100.7
157439
Page 1 of 2
+0.2
100.9
Optimum
Maximum
-1'
Station 11 +00
121.4
Proctor Moisture
Dry Density
157439
1
Proctor No
Date (%)
(pcf) Color / Description
5
-4'
157439
01/27/2014 21.7
99.8 Dark Brown Clay
96.4
157439
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location: 12 inch Water Line
Test
No.
Lift # /
Depth
Location
Wet Moisture
Density Content
(POO %
Dry
Density
(Pco
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-4'
Station 11 +00
123.7
24.2
99.6
157439
1
+2.5
99.8
Pass
2
-3'
Station 11 +00
122.5
20.6
101.6
157439
1
-1.1
101.8
Pass
3
-2'
Station 11 +00
122.8
21.9
100.7
157439
1
+0.2
100.9
Pass
4
-1'
Station 11 +00
121.4
20.0
101.2
157439
1
-1.7
101.4
Pass
5
-4'
Station 9 +00
119.3
23.8
96.4
157439
1
+2.1
96.6
Pass
6
-3'
Station 9 +00
121.7
19.7
101.7
157439
1
-2.0
101.9
Pass
7
-2'
Station 9 +00
121.1
21.2
99.9
157439
1
-0.5
100.1
Pass
8
-1'
Station 9 +00
120.7
20.1
100.5
157439
1
-1.6
100.7
Pass
9
-4'
Station 6 +00
121.7
25.1
97.3
157439
1
+3.4
97.5
Pass
10
-3'
Station 6 +00
123.0
24.0
99.2
157439
1
+2.3
99.4
Pass
11
-2'
Station 6 +00
119.3
20.5
99.0
157439
1
-1.2
99.2
Pass
12
-1'
Station 6 +00
120.7
20.2
100.4
157439
1
-1.5
Pass
Ong: City of Coppell (Coppell, TX) Attn: Mr. Albert Samaniego (1-cc copy)
Alliance Ueotecnnlcal croup V,'
Perry C, Kakara, CME Department Manager 1 ,
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATEDAND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE O
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 THEADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
N
RLLIRfICE
GGEOTEChiniCRL
GROUF
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: C14 -0138 Date Sampled: 03/11/2014
Report Date: 03/13/2014 Sampled By: Hernandez, Caleb
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: Sh 121 Frontage Road Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 159720
Test Method: See Below
TEST RESULTS Report No: 159720
Page 2 of 2
Gauge No.: 7007 Daily Standard Counts: 03/11/2014 DS: 3108 MS: 382
Test Methods: ASTM D6938 -10
CONFORMS
Orig: City of Coppeil (Coppell, TX) Attn: Mr. Albert Samaniego (1-cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATEDAND 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.