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fl1��..10E Consulting Engineering*Geotechnical Engineering*Construction Materials
3228 Halifax Street,Suite A,Dallas,Texas 75247
GEOTECHrICRL Phone:(972)444-8889 Fax:(972)444-8893
GROUP
Acct ID: 1770 File No: C14-0138 Date Sampled:02/21/2014
Report Date:02/21/2014 Sampled By: Thomas,Alan
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: 12 inch Water Line Order Number:1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 158799
Test Method: See Below
TEST RESULTS Report No: 158799
Page 1 of 2
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date (%) (Pcf) Color/Description
157439 01/27/2014 21.7 99.8 Dark Brown Clay
157860-1 02/01/2014 24.3 98.4 Light Gray and Brown Clay
Specification
Moisture Band
Specification No. Compaction,% Minimum Maximum
1 95 -2.0 4.0
Location:
Wet Moisture Dry Percent
Test Lift#/ Density Content Density Proctor Spec. Moisture Proctor Pass
No. Depth Location (Pcf) % (per) Number No. Deviation Density Fail
1 -9' Station 31+00 120.3 19.7 100.5 157439 1 -2.0 100.7 Pass
2 -8' Station 31+00 121.5 22.0 99.6 157439 1 +0.3 99.8 Pass
3 -7' Station 31+00 119.1 25.1 95.2 157439 1 +3.4 95.4 Pass
4 -6' Station 31+00 119.8 21.1 98.9 157439 1 -0.6 99.1 Pass
5 -5' Station 31+00 118.8 20.5 98.6 157439 1 -1.2 98.8 Pass
6 -4' Station 31+00 119.6 21.3 98.6 157439 1 -0.4 98.8 Pass
7 -3' Station 31+00 118.5 20.6 98.3 157439 1 -1.1 98.5 Pass
8 -2' Station 31+00 120.4 22.2 98.5 157439 1 +0.5 98.7 Pass
9 -1' Station 31+00 121.6 24.6 97.6 157439 1 +2.9 97.8 Pass
10 FG Station 31+00 120.1 23.8 97.0 157439 1 +2.1 `97.2 Pass
11 -4' Station 28+00 124.5 26.0 98.8 157860-1 1 +1.7 100.4 Pass
12 -3' Station 28+00 124.8 24.7 100.1 157860-1 1 +0.4 101.7 Pass
13 -2' Station 28+00 122.0 25.1 97.5 157860-1 1 +0.8 99.1 Pass
14 -1' Station 28+00 121.7 23.3 98.7 157860-1 1 -1.0 100.3 Pass
Orig:City of Coppell(Coppell,TX)Attn:Mr.Albert Semaniego (1-cc copy)
i Respectfully Submitted,
Alliance Geotechnical Group
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i Perry C.Kakara,CME Department 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 REPRESENTAN 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.
Consulting Engineering*Geotechnical Engineering*Construction Materials
40_,... ALLIflIICE 3228 Halifax Street,Suite A,Dallas,Texas 75247
G€OTECHfICAL Phone:(972)444-8889 Fax:(972)444-8893
GROUP
Acct ID: 1770 File No: C14-0138 Date Sampled:02/21/2014
Report Date:02/21/2014 Sampled By: Thomas,Alan
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: 12 inch Water Line Order Number:1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 158799
Test Method: See Below
TEST RESULTS Report No: 158799
Page 2 of 2
Location:
Wet Moisture Dry Percent
Test Lift#1 Density Content Density Proctor Spec. Moisture Proctor Pass
No. Depth Location (KO % (1x0 Number No. Deviation Density Fail
15 FG Station 28+00 122.3 24.0 98.6 157860-1 1 -0.3 100.2 Pass
Gauge No.: 3635 Daily Standard Counts: 02/21/2014 DS: 2877 MS: 137
Test Methods: ASTM D6938-10
CONFORMS
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Orig:City of Coppell(Coppell,TX)Attn:Mr.Albert Samaniego (1-cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C.K kara,CME Department 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.