WA1004-LR140213 f� Consulting Engineering*Geotechnical Engineering*Construction Materials
inNCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
\ GEOTECHNICAL Phone: (972)444-8889 Fax: (972)444-8893
Acct ID: 1770 File No: C14-0138 Date Sampled: 02/13/2014
Report Date: 02/19/2014 Sampled By: Brimingham, Scott
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: 12 inch Water Line, Line A Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 158238
Test Method: See Below
TEST RESULTS Report No: 158238
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
157439-1 01/27/2014 9.8 122.9 Light Brown Clayey Sand
158238-1 02/13/2014 12.3 121.3 Brown & Light Brown Clayey Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location: Line A
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 -5' Station 46+00 132.9 13.3 117.3 157439-1 1 +3.5 95.4 Pass
2 -4' Station 46+00 133.0 11.9 118.9 157439-1 1 +2.1 96.7 Pass
3 -3' Station 46+00 132.5 12.4 117.9 157439-1 1 +2.6 95.9 Pass .
4 -2' Station 46+00 133.8 13.3 118.1 157439-1 1 +3.5 96.1 Pass
5 -1' Station 46+00 134.1 13.8 117.8 157439-1 1 +4.0 95.9 Pass
6 FG Station 46+00 134.0 13.5 118.1 157439-1 1 +3.7 96. Pass
7 -5' Station 40+00 111.8 22.3 91.4 157439 1 +0.6 9 6 Fail
8 -4' Station 40+00 113.0 23.6 91.4 157439 1 +1.9 • -
9 -3' Station 40+00 123.0 17.8 104.4 157439-1 1 +8.0 °•
10 -2' Station 40+00 122.1 18.0 103.5 157439-1 1 +8.2 84
11 -1' Station 40+00 123.2 17.6 104.8 157439-1 1 +7.8
12 FG Station 40+00 123.7 17.1 105.6 157439-1 1 +7.3 k 85
13 -5' Station 43+00 126.4 18.0 107.1 158238-1 1 +5.7 14 -4' Station 43+00 118.1 13.7 103.9 158238-1 1 +1.4 85.7 F_,
Ong:City of Coppell(Coppell,TX)Attn:Mr.Albert Samaniego (1 cc copy) Respectfully Submitted,
Alliance Geotechnical Group
.) Ve7g/:-...-----"
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 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
fiLLIfiNCE 3228 Halifax Street, Suite A, Dallas,Texas 75247
G OTECJiICAL Phone: (972)444-8889 Fax: (972)444-8893
GROUr
Acct ID: 1770 File No: C14-0138 Date Sampled: 02/13/2014
Report Date: 02/19/2014 Sampled By: Brimingham, Scott
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: 12 inch Water Line, Line A Order Number:1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 158238
Test Method: See Below
TEST RESULTS Report No: 158238
Page 2 of 2
Location: Line A
Wet Moisture Dry Percent
Test Lift#/ Density Content Density Proctor Spec. Moisture Proctor -. s
Location No. tion
Depth (pcf) % (pcf) Number No. Deviation I- i Fa;
15 -3' Station 43+00 127.8 11.6 114.5 158238-1 1 -0.7 94.4 Fail
16 -2' Station 43+00 125.4 11.5 112.5 158238-1 1 -0.8 92.7 Fail
17 -1' Station 43+00 126.2 11.0 113.7 158238-1 1 -1.3 93.7 Fail
18 FG Station 43+00 125.2 10.6 113.2 158238-1 1 -1.7 93.3 F
Gauge No.: 3635 Daily Standard Counts: 02/13/2014 DS: 2859 MS: 427
Remarks: Alfred with Barson was notified of test failures.
Test Methods: ASTM D6938-10
DOES NOT CONFORM
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Orig:City of Coppell(Coppell,TX)Attn:Mr.Albert Samaniego (1-cc copy) Respectfully Submitted,
Alliance Geotechnical Group
Perry C.Ka ra, 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.