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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: 12/31/2015
Report Date: 01/04/2016 Sampled By: Perez, Julio
Project: Freeport Parkway North By Order Of: Walter
Location: Freeport Parkway Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 200344
Test Method: See Below
TEST RESULTS Report No: 200344
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcf) Color / Description
191363-1 08/12/2015 12.9
117.2 Red Clayey sand with trace organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Location
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
1 1 st North wing wall at Station 15+78 128.2 21.5
2 2nd North wing wall at Station 15+80 129.6 20.1
3 3rd North wing wall at Station 15+82 125.9 17.6
Gauge No.: 5669 Daily Standard Counts: 12/31/2015 DS:.
Remarks: Contractor has been notified of test results.
Test Methods: ASTM D6938-10
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
105.5 191363-1 1 +8.6 90.0 Fail
107.9 191363-1 1 +7.2 92.1 Fail
107.1 191363-1 1 +4.7 91.4 Fail
DOES NOT CONFORM
MS:
Respectfully Submitted,
Alliance Geotechnical Group
PerryET, 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.