Tax2012B- LR150612ALLIHIYCE
GGEOTECFiIYICRL
Ghour
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: C15-0410
Report Date: 06/12/2015
Project:
Whispering Hills Drive Reconstruction
Location:
8" Sanitary Sewer Line A
Client:
City of Coppell
REPORT.
Nuclear Field Density Test
Proctor
Proctor No Date
184850-1 04/30/2015
Specification No.
1
Location
Test
No.
1
2
3
4
5
TEST RESULTS
Optimum Maximum
Moisture Dry Density
N (pcf) Color / Description
21.8
Specification
Compaction, %
95
Lift # /
Depth Location
102.9 Gray Clay W/ Some Sand
Moisture Band
Minimum Maximum
-5.0 5.0
Date Sampled: 06/11/2015
Sampled By: Foulks, Michael
By Order Of: Thomas
Order Number: 1770
LAB NO: 187423
Test Method: See Below
Report No: 187423
Page 1 of 1
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) %" (pcf) Number No. Deviation Density Fail
-4'
Station 2+00.00
124.0
24.5
99.6
184850-1
1 +2.7
96.8
Pass
-3'
Station 2+00.00
124.1
24.5
99.7
184850-1
1 +2.7
96.9
Pass
-2'
Station 2+00.00
124.0
22.3
101.4
184850-1
1 +0.5
98.5
Pass
-1'
Station 2+00.00
122.9
21.9
100.8
184850-1
1 +0.1
98.0
Pass
SG
Station 2+00.00
123.5
22.0
101.2
184850-1
1 +0.2
98.3
Pass
Gauge No.: 4830 Daily Standard Counts: 06/11/2015 DS: 2808 MS: 482
Test Methods: ASTM D6938-10
CONFORMS
Ong: City of Coppell (Coppell, TX) Attn: Mc Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
f; A
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.