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Acct ID: 1770
Report Date: 11/19/2010
Project: Heartz Road
Location: Heartz Road
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: 11/15/2010
Sampled By: Hanks, Marvin
By Order Of: Ricardo
Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 94847 -1
Test Method: See Below
TEST RESULTS Report No: 94847 -1
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pct 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:
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
D
Location
(p cf)
%
(pcf)
Numbe
No.
Deviation
Density
Fail
1
Final
Southbound Heartz Rd. - Station
111.2
31.3
84.7
8809
1
+0.7
96.6
Pass
1 +90
2
Final
Southbound Heartz Rd. - Station
111.0
31.8
84.2
8809
1
+1.2
96.0
Pass
4 +00
3
Final
Southbound Heartz Rd. - Station
110.7
32.1
83.8
8809
1
+1.5
95.6
Pass
6 +50
4
Final
Southbound Heartz Rd. - Station
111.5
32.0
84.5
8809
1
+1.4
96.4
Pass
9 +25
Gauge No.: 4557 Daily Standard Counts: 11/15/2010 DS: 2998 MS: 495
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. Respectfully Submitted
(1 - cc co Alliance Geotechnical Group
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr, Rick O'Dell
t !
3
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.
A: GEOTECHNICML
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: C10 -1013 Date Sampled: 11/15/2010
Report Date: 11/19/2010
Sampled By: Hanks, Marvin
Project: Heartz Road
By Order Of: Ricardo
Location: Heartz Road
Order Number: 1770
Client: The City of Coppell
REPORT: Lime Depth Verification
LAB NO: 94847 -2
T est Met See B elow
TEST RESULTS Report No: 94847 -2
Page 1 of 1
A field representative for Alliance Geotechnical Group, checked the depth of lime treatment of the subgrade after
compaction. Depth measurements were performed
using a phenolphthalein indicatior to verify compliance with project
specifications that require a minimum 6 in.
compacted thickness. The test results follow.
Sample
Depth,
No.
Location
in.
1 Southbound Heartz Rd. - Station 1 +90
_
6.25
2 Southbound Heartz Rd. - Station 4 +00
6.50
3 Southbound Heartz Rd. - Station 6 +50
6.25
4 Southbound Heartz Rd. - Station 9 +25
6.50
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 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 MOTTO BE REPRODUCED 1MTHOUT VtrRITTEN PERMISSION