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Acct ID: 1770
Report Date: 11/22/2010
Project: Heartz Road
Location: Center Lane
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: 11/17/2010
Sampled By: Spooner, Charles
By Order Of: Larry w/ RKM
Order Number: 1770
Client:
The City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 95005 -1
Test Method: See Below
TEST RESULTS Report No: 95005 -1
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcfl
Color / Description
8809
11/15/2010 30.6
87.7
Light Brown and Gray Sandy Clay Lime Treated
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Material
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 Final Center Lane - Heartz Rd. - Station 112.6 31.4 85.7
4 +50 - centerline
2 Final Center Lane - Heartz Rd. - Station 112.1 30.3 86.0
1 +75 - 5' right of centerline
8809 1 +0.8 97.7 Pass
8809 1 -0.3 98.1 Pass
Gauge No.: 3473 Daily Standard Counts: 11 /17/2010 DS: 3003 MS: 457
Test Methods: ASTM D6938 -07
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.
_J MUMICE
II
(1 0- GEOTECHNICM
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Acct ID: 1770
Report Date: 11/22/2010
Project: Heartz Road
Location: Heartz Rd.
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: 11/18/2010
Sampled By: Marvin Hanks
By Order Of: Larry
Order Number: 1770
Client:
The City of Coppell
Wet
REPORT:
Nuclear Field Density Test
LAB NO: 95048 -1
Percent
Test Method: See Below
Lift # /
TEST RESULTS
Report No: 95048 -1
Density
Proctor
Spec.
Page 1 of 1
Proctor
Optimum
Maximum
Depth
Location
Proctor Moisture
Dry Density
(pcf)
Proctor No
Date (%)
(pcf) Color / Description
Density
94750 -1
11/11/2010 30.7
88.3 Lime Treated Gray Clay
Southbound Heartz Rd. east half -
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Material
Gauge No.: 4557 Daily Standard Counts: 11/18/2010 DS: 3009 MS: 492
Test Methods: ASTM D6938 -07
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
y r'
Perry C. 6kara, Sr, Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES} 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 %AATHOUT A/RITTEN PERMISSION.
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
Southbound Heartz Rd. east half -
111.3
31.4
84.7
94750 -1
1
+0.7
95.9
Pass
Station 5 +40
2
final
Southbound Heartz Rd. east half -
111.0
31.8
84.2
94750 -1
1
+1.1
95.4
Pass
Station 7 +00
3
Final
Southbound Heartz Rd. east half -
111.2
31.6
84.5
94750 -1
1
+0.9
95.7
Pass
Station 9 +50
Gauge No.: 4557 Daily Standard Counts: 11/18/2010 DS: 3009 MS: 492
Test Methods: ASTM D6938 -07
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
y r'
Perry C. 6kara, Sr, Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES} 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 %AATHOUT A/RITTEN PERMISSION.