ST0301A-LR100917 Consulting Engineering * Geotechnical Engineering * Construction Materials
° 6 .1. I ( 3228 Halifax Street, Suite A, Dallas, Texas 75247
1 17
GEOTEairiICI Phone: (972) 444-8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/13/2010
Report Date: 09/17/2010 Sampled By: Egar, Thad
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road Subgrade Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90293
Test Method: See Below
TEST RESULTS Report No: 90293
Page 1 of 2
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date ( %) (pcf) Color / Description
7826 06/23/2010 16.6 111.9 Light Gray and Dark Brown Clay
7828 06/23/2010 12.0 117.7 Brown and Dark Brown Clay with Gravel
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
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 South side curb of Bethel Rd. at 116.5 26.6 92.0 7826 1 +10.0 82.2 Fail
Station 39 +50
2 SG South side curb of Bethel Rd. at 121.1 24.8 97.0 7826 1 +8.2 86.7 Fail
Station 40 +50
3 SG North side 3' south from curb to 203.6 101.2 101.2 7828 1 +89.2 86.0 Fail
Bethel Rd. at Station 37 +60
4 SG North side 3' south from curb to 200.0 100.0 100.0 7828 1 +88.0 85.0 Fail
Bethel Rd. at Station 38 +60
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E Respectfully Submitted,
(1- eccopy) Alliance Geotechnical Group Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. p
1 -ec JRJ Paving Attn. Mr. Marty Murphy
1 -ec The City of Coppell Attn. Rhonda Adloo / f
1 -hc The City of Coppell Attn: Mr. Larry Davis 71/:/
-'
Robert P. Nance, Sr. Project 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.
.._ Consulting Engineering * Geotechnical Engineering * Construction Materials
4 , fILLIfiriCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GE TC 111109L Phone: (972) 444 -8889 Fax: (972) 444 -8893
GKOUr
Acct ID: 1770 File No: 010 -0631 Date Sampled: 09/13/2010
Report Date: 09/17/2010 Sampled By: Egar, Thad
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road Subgrade Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90293
Test Method: See Below
TEST RESULTS Report No: 90293
Page 2 of 2
Gauge No.: 2629 Daily Standard Counts: 09/13/2010 DS: 3157 MS: 416
Test Methods: ASTM D6938 -07
Charge. The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn Mr. Keith Marvin, P.E. Respectfully Submitted,
(1- eccopy) Alliance Geotechnical Group
1 -ec Freese & Nichols, inc. Attn B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy /�
1 -ec The City of Coppell Attn: Rhonda Adloo 1 • i
1 -hc The City of Coppell Attn Mr. Larry Davis 1
'1 1
Robert P. Nance, Sr. Project 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.
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