ST0502B- LR160115 (4)� ALLIfYICE
GEOTEICMICRL
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: 01/14/2016
Report Date: 01/15/2016 Sampled By: Branch, Eric
Project: Freeport Parkway North By Order Of: Walter
Location: Northbound Freeport Parkway Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 201084
Test Method: See Below
TEST RESULTS Report No: 201084
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcf) Color / Description
199925-2 12/21/2015 12.0
122.5 Cement Reddish Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location:
Gauge No.: 1525 Daily Standard Counts: 01/14/2016 DS: 2420 MS: 450
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Aftn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r5�-71a �, t Cd
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
SG
Station 13+00
134.5
12.8
119.2
199925-2
1
+0.8
97.3
Pass
2
SG
Station 10+00
134.0
12.2
119.4
199925-2
1
+0.2
97.5
Pass
3
SG
Station 7+00
135.0
12.4
120.1
199925-2
1
+0.4
98.0
Pass
4
SG
Station 4+00
134.8
12.7
119.6
199925-2
1
+0.7
97.6
Pass
5
SG
Station 1+00
133.7
12.0
119.4
199925-2
-1
+0.0
97.5
Pass
Gauge No.: 1525 Daily Standard Counts: 01/14/2016 DS: 2420 MS: 450
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Aftn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r5�-71a �, t Cd
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