Sales Tax 09-LR101101. ...............
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GEOTECHNICML
GROUr
Acct ID: 1770
Report Date: 11/01/2010
Project: Heartz Road
Location: 8" Sewer Line
Client: The City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Date Sampled: 10/27/2010
Sampled By: Wingerd, Pierce
By Order Of: Ricardo
Order Number: 1770
REPORT: Nuclear Field Density Test LAB NO: 94221
Test Method: See Below
TEST RESULTS Report No: 94221
Page 1 of 2
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (
(pcf) Color / Description
93641 10/11/2010 13.7
115.5 Light Brown Sandy Clay with Traces of Gravel
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 3.0
Material:
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
N
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-5'
8" Sewer Line southbound Heartz Rd.
128.9
15.3
111.8
93641
1
+1.6
96.8
Pass
centerline of lane - Station 9 +00
2
4
8" Sewer Line southbound Heartz Rd.
128.6
16.1
110.8
93641
1
+2.4
95.9
Pass
centerline of lane - Station 9 +00
3
-1'
8" Sewer Line southbound Heartz Rd.
127.6
15.8
110.2
93641
1
+2.1
95.4
Pass
centerline of lane - Station 9 +00
4
-5
8" Sewer Line southbound Heartz Rd.
130.1
14.5
113.6
93641
1
+0.8
98.4
Pass
centerline of lane - Station 12 +00
5
-3'
8" Sewer Line southbound Heartz Rd.
129.9
15.9
112.1
93641
1
+2.2
97.1
Pass
centerline of lane - Station 12 +00
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.
Acct ID: 1770
Report Date: 11/01/2010
Project: Heartz Road
Location: 8" Sewer Line
Client: The City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Date Sampled: 10/27/2010
Sampled By: Wingerd, Pierce
By Order Of: Ricardo
Order Number: 1770
REPORT: Nuclear Field Density Test LAB NO: 94221
Test Method: See Below
TEST RESULTS Report No: 94221
Page 2 of 2
Material
Wet
Moisture
Dry
Percent
Test Lift # / Density
Content
Density
Proctor Spec. Moisture Proctor Pass
No. Depth Location (pct
%
(Pcf)
Number No. Deviation Density Fail
6 -1' 8" Sewer Line southbound Heartz Rd. 127.0
14.7
110.7
93641 1 +1.0 95.8 Pass
centerline of lane - Station 12 +00
Gauge No.: 5669 Daily Standard Counts: 10/27/2010 DS: 3477 MS: 468
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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. K kara, 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.