ST9902-LR131017 (2)AI_I_IfI'iCE
I� CEQTECHhlICAL
V
GROUP
Acct ID: 1770
Report Date: 10/17/2013
Project: West Sandy Lake Road
Location: Abutment 4
Client: City of
REPORT: Nuclear Field Density Test
Proctor
Proctor No Date
153022 10/11/2013
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634
Optimum Maximum
Moisture Dry Density
(%) (Pcf)
12.0
120.6
Date Sampled: 10/11/2013
Sampled By: Roberts, Duce
By Order Of:
Order Number: 1770
LAB NO: 153022 -1
Test Method: See Below
TEST RESULTS Report No: 153022 -1
Page 1 of 2
Color / Descriptiol
Crushed Concrete
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
Abutment 4 north end
133.2
12.5
118.4
153022
1
+0.5
98.2
Pass
2
1st
Abutment 4 south end
133.1
13.1
117.7
153022
1
+1.1
97.6
Pass
3
2nd
Abutment 4 north end
133.8
13.3
118.1
153022
1
+1.3
97.9
Pass
4
2nd
Abutment 4 south end
134.1
12.2
119.5
153022
1
+0.2
99.1
Pass
5
3rd
Abutment 4 north end
132.9
13.1
117.5
153022
1
+1.1
97.4
Pass
6
3rd
Abutment 4 south end
132.3
13.5
116.6
153022
1
+1.5
96.7
Pass
7
4th
Abutment 4 north end
133.5
13.1
118.0
153022
1
+1.1
97.8
Pass
8
4th
Abutment 4 south end
133.8
12.7
118.7
153022
1
+0.7
98.4
Pass
9
5th
Abutment 4 north end
133.9
13.0
118.5
153022
1
+1.0
98.3
Pass
10
5th
Abutment 4 south end
132.3
13.3
116.8
153022
1
+1.3
96.8
Pass
11
6th
Abutment 4 north end
134.0
13.5
118.1
153022
1
+1.5
97.9
Pass
12
6th
Abutment 4 south end
132.9
13.1
117.5
153022
1
+1.1
97.4
Pass
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell ( Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
s
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.
ALLtfil`#CE
GE(7TECfi111CRL
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: 10/11/2013
Report Date: 10/17/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Abutment 4 Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 153022 -1
Test Method: See Below
TEST RESULTS Report No: 153022 -1
Page 2 of 2
Gauge No.: 3606 Daily Standard Counts: 10/11/2013 DS: 2995 MS: 496
Remarks: All locations and depths are approximate.
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.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. KAara, 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.