ST0502B- LR160114 (2)RLLIHfItE
G6EOTKNfII09L
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: 01/14/2016
Project: Freeport Parkway North
Location: Northbound and westbound
Client: City of Coppell
REPORT: Nuclear Field Density Test
Date Sampled: 01/12/2016
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
LAB NO: 201083
Test Method: See Below
TEST RESULTS Report No: 201083
Page 1 of 2
Location
Test
No.
Optimum
Maximum
Proctor
Moisture
Dry Density
Proctor No Date
(%)
(pcf) Color/ Description
199727-2 12/18/2015
13.9
117.7 Cement Treated Brown Sandy Clay
199925-2 12/21/2015
12.0
122.5 Cement Reddish Brown Sandy Clay
1
Specification
SG
Station 25+50
131.1
Moisture Band
Specification No.
Compaction, %
Minimum Maximum
I
95
-2.0 4.0
Location
Test
No.
Lift # I
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
1
SG
Station 28+50
132.8
14.4
116.1
199727-2
1
2
SG
Station 25+50
131.1
14.6
114.4
199727-2
1
3
SG
Station 22+50
130.8
14.1
114.6
199727-2
1
4
SG
Station 19+50
136.7
13.2
120.8
199925-2
1
5
SG
Station 16+50
135.7
13.0
120.1
199925-2
1
6
SG
Station 13+50
136.1
14.0
119.4
199925-2
1
7
SG
Station 10+50
137.0
13.8
120.4
199925-2
1
8
SG
Station 7+50
137.1
13.3
121.0
199925-2
1
9
SG
Station 4+50
1360
12.7
120.7
199925-2
1
10
SG
Station 1+50
135.6
12.5
120.5
199925-2
1
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
TI iIS REPORT APPI IES ONI YTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(Sj 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 CI TENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Percent
Moisture
Proctor
Pass
Deviation
Density
Fail
+0.5
98.6
Pass
+0.7
97.2
Pass
+0.2
97.4
Pass
+1.2
98.6
Pass
+1.0
98.0
Pass
+2,0
97.5
Pass
+1.8
98.3
Pass
+1.3
98.8
Pass
+0.7
98.5
Pass
+0.5
98.4
Pass
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
TI iIS REPORT APPI IES ONI YTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(Sj 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 CI TENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIfV'ICE
GEOTECHPIICRL
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: 01/14/2016
Project: Freeport Parkway North
Location: Northbound and westbound
Client: City of Coppell
REPORT: Nuclear Field Density Test
TEST RESULTS
Gauge No.: 1525 Daily Standard Counts: 01/12/2016 DS: 2418
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Date Sampled: 01/12/2016
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
LAB NO: 201083
Test Method: See Below
Report No: 201083
Page 2 of 2
MS: 457
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