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GEOTECFifiiCRL
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: C13 -0634 Date Sampled: 11/01/2013
Report Date: 11/05/2013 Sampled By:
Project: West Sandy Lake Road By Order Of:
Location: Storm Drain, 10x8 Box Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 153938
Test Method: See Below
TEST RESULTS Report No: 153938
Page 1 of 1
Proctor
Proctor No Date
148639 -2 07/17/2013
Optimum Maximum
Moisture Dry Density
(%) (pcf)
12.0
115.9
Color / Description
Medium Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location: Storm Drain, 10x8 Box
Gauge No.: 5669 Daily Standard Counts: 11/01/2013 DS: 3268 MS: 443
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Percent
Moisture Proctor Pass
Deviation Density Fail
+3.2 98.0 Pass
+3.9 97.4 Pass
+3.0 97.8 Pass
Perry C. K ara, 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
Test
Lift # /
Density
Content
Density
Proctor
Spec
No.
Depth Location
(pcf)
%
(pcf)
Number
No.
1
-6' Station 1 +00
130.9
15.2
113.6
148639 -2
1
2
-5' Station 1 +00
130.9
15.9
112.9
148639 -2
1
3
4 Station 1 +00
130.3
15.0
113.3
148639 -2
1
Gauge No.: 5669 Daily Standard Counts: 11/01/2013 DS: 3268 MS: 443
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Percent
Moisture Proctor Pass
Deviation Density Fail
+3.2 98.0 Pass
+3.9 97.4 Pass
+3.0 97.8 Pass
Perry C. K ara, 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.