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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: C12 -1001 Date Sampled: 12/05/2012
Report Date: 12/10/2012 Sampled By: Jones, Richard
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Van Blabber Drive Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 139472
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139472
Page 1 of 1
Optimum Maximum
Proctor
Moisture
Dry Density
Proctor No Date
(%)
(pcf)
Color/ Description
138912 -1 11/27/2012
23.9
96.0
Lime Treated Brown Clay
138912 -2 11/27/2012
31.0
87.3
Lime Treated Gray Clay
Specification
Moisture Band
Specification No. Moisture Specification Compaction % Minimum Maximum
1 Opt + 1 95% 0.0
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
Final
W.bound Van Bebber Dr, sta 17 +66
107.7
22.3
88.1
138912 -2
1
-8.7
100.9
Fail
2
Final
W.bound Van Bebber Dr, sta 20 +60
110.9
21.5
91.3
138912 -1
1
-2.4
95.1
Fail
3
Final
W.bound Van Bebber Dr, sta 22 +50
112.9
18.6
95.2
138912 -1
1
-5.3
99.2
Fail
Gauge No.: 4563 Daily Standard Counts: 12/05/2012 DS: 2962 MS: 486
Test Methods: ASTM D6938 -07
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
DOES NOT CONFORM
Respectfully Submitted,
Alliance Geotechnical Group
t!�
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
I
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: C12 -1001 Date Sampled: 12/07/2012
Report Date: 12/10/2012 Sampled By: Sarmiento, Alex
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Van Bebber Drive Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 139662
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139662
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
138912 -2 11/27/2012 31.0
Maximum
Dry Density
(pcf) Color / Description
87.3 Lime Treated Gray Clay
Specification
Moisture Band
Specification No. Moisture Specification Compaction, % Minimum Maximum
1 Opt + 0.0 95.0
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
Grade
Retest of test #1, dated 12/5/12 115.6
28.3
90.1
138912 -2
1
-2.7
103.2
Fail
2
Grade
Retest of test #2, dated 12/5/12 119.1
29.7
91.8
138912 -2
1
-1.3
105.2
Fail
Gauge No.: 17768 Daily Standard Counts: 12/07/2012 DS: 254 MS: 541
Test Methods: ASTM D6938 -07
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
DOES NOT CONFORM
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.