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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: C13 -0634
Date Sampled: 09/25/2013
Report Date:
09/26/2013
Sampled By: Roberts, Duce
Project:
West Sandy Lake Road
By Order Of:
Location:
North of Sandy Lake Rd and West of Side of Bridge
Order Number: 1770
Client:
City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 152284
Lift # /
Density Content
Test Method: See Below
Proctor
Spec.
TEST RESULTS
Report No: 152284
Pass
No,
Depth
Page 1 of 1
(pcf)
Optimum
Maximum
Number
No,
Proctor Moisture
Dry Density
Fail
Proctor No
Date (%)
(Pct Color / Description
118.7
148639 -1
07/17/2013 16.6
106.2 Dark Brown Sandy Clay
1
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location:
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
1st
East End of Retaining Wall North of
118.7
17.2
101.3
148639 -1
1
+0.6
95.4
Pass
Sandy Lake Rd
2
1st
East End of Retaining Wall North of
117.6
16.6
100.9
148639 -1
1
+0.0
95.0
Pass
Sandy Lake Rd
Gauge No.: 4877 Daily Standard Counts: 09/25/2013 DS: 4005 MS: 511
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
Perry C. Kakara, 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.
ALLifl'ICE
C�OTECF�IICAL
GRCHJP
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: 09/25/2013
Report Date: 09/26/2013 Sampled By: Jones, Richard
Project: West Sandy Lake Road By Order Of:
Location: Wall C Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 152333
Test Method: See Below
TEST RESULTS Report No: 152333
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
148639 -1 07/17/2013 16.6
Maximum
Dry Density
(pcf) Color / Description
106.2 Dark Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
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 Station 50 +00 120.6 16.6 103.4 148639 -1 1 +0.0 97.4 Pass
Gauge No.: 4563 Daily Standard Counts: 09/2512013 DS:
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
MS:
Respectfully Submitted,
Alliance Geotechnical Group
ze/a"
Perry C. Kaka a, 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.