ST0502B- LR150821RwiRnce
GRCUF
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: 08/21/2015
Report Date: 08/25/2015 Sampled By: Branch, Eric
Project: Freeport Parkway North By Order Of:
Location: 8" Sanitary Sewer Line A Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 191873
Test Method: See Below
Optimum
Proctor Moisture
Proctor No Date (%)
191363 08/12/2015 13.1
Maximum
Dry Density
(pcf)
115.1
TEST RESULTS Report No: 191873
Page 1 of 2
Color / Description
Dark brown clayey sand w/ trace organics and sandstone
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Location:
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.
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'
Station 10+30
132.2
15.6
114.4
191363
1
+2.5
99.4
Pass
2
-7'
Station 10+30
128.6
14.8
112.0
191363
1
+1.7
97.3
Pass
3
-6'
Station 10+30
128.2
15.1
111.4
191363
1
+2.0
96.8
Pass
4
-5'
Station 10+30
126.3
14.6
110.2
191363
1
+1.5
95.7
Pass
5
4
Station 10+30
128.7
14.3
112.6
191363
1
+1.2
97.8
Pass
6
-3'
Station 10+30
129.7
14.9
112.9
191363
1
+1.8
98.1
Pass
7
-2'
Station 10+30
128.7
15.3
111.6
191363
1
+2.2
97.0
Pass
8
-1'
Station 10+30
127.9
15.0
111.2
191363
1
+1.9
96.6
Pass
9
Final
Station 10+30
126.7
15.5
109.7
191363
1
+2.4
95.3
Pass
10
-10'
Station 13+00
128.7
15.3
111.6
191363
1
+2.2
97.0
Pass
11
-9'
Station 13+00
128.0
15.6
110.7
191363
1
+2.5
96.2
Pass
12
-8'
Station 13+00
129.5
14.5
113.1
191363
1
+1.4
98.3
Pass
13
-7'
Station 13+00
129.7
14.7
113.1
191363
1
+1.6
98.3
Pass
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.
' ALLIfriCE
GEOTECFy'IICRL
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: 08/25/2015
Project: Freeport Parkway North
Location: 8" Sanitary Sewer Line A
Client: City of Coppell
REPORT. Nuclear Field Density Test
TEST RESULTS
Gauge No.: 1525 Daily Standard Counts: 08/21/2015 DS: 2439
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Date Sampled: 08/21/2015
Sampled By: Branch, Eric
By Order Of:
Order Number: 1770
LAB NO: 191873
Test Method: See Below
Report No: 191873
Page 2 of 2
MS: 459
Respectfully Submitted,
Alliance Geotechnical Group
— - /", L
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