Sales Tax 09-LR101220nLLIfINCE
GEOTECHNICML
Wour
Acct ID: 1770
Report Date: 12/20/2010
Project: Heartz Road
Location:
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: 12/16/2010
Sampled By: Hanks, Marvin
By Order Of: Cruz w /RKM
Order Number: 1770
Client: The City of Coppell
REPORT: Lime Depth Verification LAB NO: 96054 -1
Test Method: See Below
TEST RESULTS Report No: 96054 -1
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.
I Northbound Heartz Rd. east section - Station 1+90 7.25
2 Northbound Heartz Rd. east section - Station 5 +00 7.50
3 Northbound Heartz Rd. east section - Station 8 +25 7.50
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. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE S.AMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. FOR DO THEY REPRES:ENl AN ONGOING OU,ILI! Y ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPROOUCEC 'A -IFHOU i 'vVRITTEN PERMISSION.
III I GEOTECHNICML
GROUr
Acct ID: 1770
Report Date: 12/20/2010
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: 12/15/2010
Sampled By: Gatton, Tim
By Order Of: Cruz w/ RKM
Order Number: 1770
Client:
The City of Coppell
Location
Wet
Density
(p cf)
REPORT:
Nuclear Field Density Test
Proctor
Number
LAB NO: 95976
Moisture
Deviation
Percent
Proctor
Density
Pass
F
Test Meth See Below
Final
Northbound Heartz Rd. at Station
120.2
TEST RESULTS Report No: 95976
94.6
8809
1
Page 1 of 2
107.9
Optimum
Maximum
3 +00
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 2.0
Material
Test
No.
Lift # /
Depth
Location
Wet
Density
(p cf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
F
1
Final
Northbound Heartz Rd. at Station
120.2
27.1
94.6
8809
1
-3.5
107.9
Fail
3 +00
2
Final
Northbound Heartz Rd. at Station
119.0
31.5
90.5
8809
1
+0.9
103.2
Pass
3 +00 - Retest 6' east
3
Final
Northbound Heartz Rd. at Station
115.3
28.7
89.6
8809
1
-1.9
102.2
Pass
6 +10
4
Final
Northbound Heartz Rd. at Station
117.0
31.3
89.1
8809
1
+0.7
101.6
Pass
9 +00
5
Final
Northbound Heartz Rd. at Station
116.1
31.8
88.1
8809
1
+1.2
100.5
Pass
12 +20
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
r
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.
' q__
Acct ID: 1770
Report Date: 12/20/2010
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: 12/15/2010
Sampled By: Gatton, Tim
By Order Of: Cruz w/ RKM
Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 95976
Test Method: See Below
TEST RESULTS Report No: 95976
Page 2 of 2
Gauge No.: 4557 Daily Standard Counts: 12/15/2010 DS: 3020 MS: 503
Remarks: First test failed due to high amount of aggregate in area. Second test retest for first test - moved 6' to east
of first test.
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
r
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.