ST0502B- LR151221 (2)(q"OPILLIfriCE
� GEOTE-CMIML
GFiOUP
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: 12/19/2015
Report Date: 12/21/2015 Sampled By: Burtsell, Lloyd
Project: Freeport Parkway North By Order Of: Walter
Location: Freeport Parkway eastbound lane Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 199728
Test Method: See Below
TEST RESULTS Report No: 199728
Page 1 of 1
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
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location:
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
Final
Retest of Test #4 taken 12/18/15 132.2
17.7
112.3
199727-2
1
+3.8
95.4
Pass
2
Final
18' off centerline at Station 29+00 131.9
16.8
112.9
199727-2
1
+2.9
95.9
Pass
3
Final
25' off centerline at Station 27+00 130.0
16.2
111.9
199727-2
1
+2.3
95.1
Pass
4
Final
5' off centerline at Station 25+00 132.2
17.4
112.6
199727-2
1
+3.5
95.7
Pass
5
Final
20' off centerline at Station 23+00 132.0
16.6
113.2
199727-2
1
+2.7
96.2
Pass
6
Final
30' off centerline at Station 21+00 131.5
17.0
112.4
199727-2
1
+3.1
95.5
Pass
7
Final
15' off centerline at Station 19+00 132.7
17.3
113.1
199727-2
1
+3.4
96.1
Pass
Gauge No.: 3666 Daily Standard Counts: 12/19/2015 DS: 2727 MS: 454
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
�KLd-
Perry C. Kakara, SET, CME Deparlment 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
RLLIAnCE
GGEOTECIiIYICRL
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
Date Sampled:
12/18/2015
Report Date: 12/21/2015 Previously Reported: 12/21/2015
Sampled By:
Wandel, Kimberly
Project:
Freeport Parkway North
By Order Of:
Walter
Lift # I
Density
Order Number:
1770
Location:
Subgrade CTB
Moisture
Deviation
Proctor
Density
Client:
City of Coppell
LAB
199727
REPORT:
Nuclear Field Density Test
Met
Test Method:
See Below
TEST RESULTS
Report No:
199727
Location _— --+0.0
Westbound lane at Station 28+25 133.0
13.9
Page 1 of 1
199727-2
Proctor
Proctor No Date
199727-2 12/18/2015
Optimum Maximum
Moisture Dry Density
(%) (pcf)
13.9
117.7
Color / Description
Cement Treated Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location;
Wet
Moisture
Dry
Percent
Lift # I
Density
Content
Density
Proctor
Spec.
Moisture
Deviation
Proctor
Density
Pass
Fail
Test
TE:
esDepth
(pcf)
%
(pcf)
Number
No.
Location _— --+0.0
Westbound lane at Station 28+25 133.0
13.9
116.8
199727-2
1
99.2
Pass
1
Final
Final
Westbound lane at Station 25+90 133.7
17.0
114.3
199727.2
1
+3.1
97.1
Pass
Pass
2
3
Final
Westbound lane at Station 24+00 130.2
14.7
113.5
+0.8
96.4
90.9
Fail
4
Final
Westbound lane at Station 21+58 128.5
20.1
107.0
199727 2
1
+6.2-
Gauge No.: 4557 Daily Standard Counts: 12/18/2015 DS: 2532 MS: 494
Remarks: Walter and Perry Kakara were notified of failures. Voicemail was left for City Inspector.
Test Methods: ASTM D6938-10
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
DOES NOT CONFORM
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TFSI [ W ANDIOR 03SERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPR'LSFNI AN ONGOING ouALnY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE FXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO [IF REpRODUCFV Wrl"HOU1WR"UN PERMISSION.