SW0801-LR110222 (2)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 -1036 Date Sampled: 02/21/2011
Report Date: 02/22/2011 Sampled By: Tim Gatton
Project: Sidewalk Improvements By Order Of: Larry Davis
Location: Sidewalk Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 97812
Test Method: See Belo
TEST RESULTS Report No: 97812
Page 1 of 1
Proctor
Proctor No Date
97684 -1 02/21/2011
Optimum Maximum
Moisture Dry Density
(%) (pcf)
N •
103.0
Color / Description
Light Brown Sandy Clay w /Organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Test Lift # /
No. Depth Location
Wet Moisture Dry
Density Content Density Proctor Spec. Moisture
(pcf) % (pcf) Number No. Deviation
Percent
Proctor Pass
Density Fail
Final Southbound sidewalk Denton Tap 119.5 22.1 97.9 97684 -1 1 +1.2 95.0 Pass
130' north x 90' west of Meadow
Creek Dr.
Gauge No.: 3717 Daily Standard Counts: 02/21/2011 DS: 3085 MS: 440
Remarks: Retest of test on 2- 17 -11.
Test Methods: ASTM D6938 -07
Ong: City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
� F
Perry C. �akara, 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.
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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 -1036 Date Sampled: 02/17/2011
Report Date: 02/22/2011 Sampled By: Gatton, Tim
Project: Sidewalk Improvements By Order Of: Larry Davis
Location: Southbound Denton Tap Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 97684
Test Method: See Below
TEST RESULTS Report No: 97684
Page 1 of 1
Proctor
Proctor No Date
97684 -1 02/21/2011
Optimum Maximum
Moisture Dry Density
N (Pcf)
20.9 103.0
Specification
Color / Description
Light Brown Sandy Clay w /Organics
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Gauge No.: 3717 Daily Standard Counts: 02/17/2011 DS: 3142 MS: 456
Test Methods: ASTM D6938 -07
Orig: City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.
Wet
Moisture
Dry
Percent
Test Lift # /
Density
Content
Density
Proctor Spec. Moisture Proctor Pass
No, Depth Location
(pco
%
(Pcf)
Number No. Deviation Density F
1 Final Southbound Denton Tap west side
118.4
25.4
94.4
97684 -1 1 +4.5 91.7 Fail
across from 59D Denton Tap
Gauge No.: 3717 Daily Standard Counts: 02/17/2011 DS: 3142 MS: 456
Test Methods: ASTM D6938 -07
Orig: City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.