ST0502B- LR150828 (2)RLLI1F11'ICE
�j GEOTECHYICRL
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: 08/31/2015
Project: Freeport Parkway North
Location: 12" Water Line
Date Sampled: 08/28/2015
Sampled By: Overstreet, Champ
By Order Of: Walter
Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 192323
Test Method: See Below
Proctor
Proctor No Date
191363-1 08/12/2015
Optimum Maximum
Moisture Dry Density
(%) (pcf)
12.9
117.2
TEST RESULTS Report No: 192323
Page 1 of 2
Color / Description
Red Clayey sand with trace organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Location:
97.7
Pass
-0.2
98.3
Pass
+0.1
98.0
Pass
+1.0
Wet
Moisture
Dry
98.5
Test
Lift # /
99.1
Density Content
Density
Proctor
No.
Depth_
Location
(pcf)
%
(pcf)
Number
1
4
Station 1+00
130.0
13.5
114.5
191363-1
2
4
Station 1+00
129.8
12.7
115.2
191363-1
3
-2'
Station 1+00
129.8
13.0
114.9
191363-1
4
-1'
Station 1+00
130.0
13.9
114.1
191363-1
5
-4'
Station 2+50
130.1
12.6
115.5
191363-1
6
-3'
Station 2+50
130.3
12.2
116.1
191363-1
7
-2'
Station 2+50
129.7
12.5
115.3
191363-1
8
-1'
Station 2+50
129.9
12.1
115.9
191363-1
9
4
Station 3+50
130.8
11.2
117.6
191363-1
10
-3'
Station 3+50
130.7
11.8
116.9
191363-1
11
-2'
Station 3+50
131.1
11.0
118.1
191363-1
12
-1
Station 3+50
130.8
11.5
117.3
191363-1
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Percent
Spec. Moisture Proctor Pass
No. Deviation Density Fail
Respectfully Submitted,
Alliance Geotechnical Group
+0.6
97.7
Pass
-0.2
98.3
Pass
+0.1
98.0
Pass
+1.0
97.4
Pass
-0.3
98.5
Pass
-0.7
99.1
Pass
-0.4
98.4
Pass
-0.8
98.9
Pass
-1.7
100.3
Pass
-1.1
99.7
Pass
-1.9
100.8
Pass
-1.4
100.1
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.
MLLInNCE
t� G CEOTKH'11CAL
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: 08/31/2015
Project: Freeport Parkway North
Location: 12" Water Line
Client: City of Coppell
REPORT: Nuclear Field Density Test
TEST RESULTS
Gauge No.: 3412 Daily Standard Counts: 08/28/2015 DS: 2923
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Date Sampled: 08/28/2015
Sampled By: Overstreet, Champ
By Order Of: Walter
Order Number: 1770
LAB NO: 192323
Test Method: See Below
Report No: 192323
Page 2 of 2
MS: 441
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.