Petterson (Encore)-LR180405 (3)
Alpha Testing, Inc.
2209 Wisconsin St
In-Place Nuclear Density
Dallas, TX 75229
www.alphatesting.com
Test Report
TBPE Firm No. 813
Client:RECH Coppell, LLCService Date:04/05/2018
4145 Travis Street, Suite 202Report Date:4/6/2018
Dallas, TX 75204Weather:
Work Order Number:380027
Project:Petterson Addition - Encore of CoppellProject Number:173166-15
Tierra Grande Way and Sandy Lake RoadTechnician:Driver, Tirek
2
Coppell, TexasPage Number:1of
Material InformationLaboratory DataProject Specifications
OptimumMax Dry
Proctor
Mat.MoistureCompaction
Material Description/ClassificationWeight
Moisture
Report No.
No.Min. (%) Max.Min. (%) Max.
(%)(pcf)
Brown Silty Clayey Sand with Sandstone
1211.2116.80495
General Location
Area:Utilities
Field Test Data
ProbeWetDryPercentPercent
TestLift/Mat.
Test LocationDepthDensityDensityMoistureCompaction
No.
DepthNo.
(in.)(pcf)(pcf)(%)(%)
67Sanitary Sewer Line A, Manhole at Station 1+87.71FG-4.016128.2112.314.296
68Sanitary Sewer Line A, Manhole at Station 1+87.71FG-3.016127.7111.214.895
69Sanitary Sewer Line A, Manhole at Station 1+87.71FG-2.016129.7113.814.097
70Sanitary Sewer Line A, Manhole at Station 1+87.71FG-1.016128.1112.813.697
71Sanitary Sewer Line A, Manhole at Station 1+87.71FG16128.5114.112.698
72Sanitary Sewer Line A, Manhole at Station 3+04.86FG-4.016126.4112.012.996
73Sanitary Sewer Line A, Manhole at Station 3+04.86FG-3.016129.5115.512.199
74Sanitary Sewer Line A, Manhole at Station 3+04.86FG-2.016130.0113.614.497
75Sanitary Sewer Line A, Manhole at Station 3+04.86FG-1.016130.4114.813.698
76Sanitary Sewer Line A, Manhole at Station 3+04.86FG16130.1114.313.898
77Sanitary Sewer Line A, Manhole at Station 4+55.81FG-4.016130.3113.914.498
78Sanitary Sewer Line A, Manhole at Station 4+55.81FG-3.016128.7112.614.396
79Sanitary Sewer Line A, Manhole at Station 4+55.81FG-2.016129.8115.712.299
80Sanitary Sewer Line A, Manhole at Station 4+55.81FG-1.016129.4113.813.797
81Sanitary Sewer Line A, Manhole at Station 4+55.81FG16127.9111.414.895
Non-compliant results are indicated by an asterisk(*) if
Gauge Information
applicable.
Serial No:Manufacturer:Model:Standard Count:(D):(M):
Remarks:
Respectfully Submitted,
Technician:Driver, Tirek
Start Time:
Stop Time:
Lunch Hrs:Total Hrs:Todd Smith
Version 1.9:
Date:3/1/18
This report is in general compliance with one or more of the following technical standards: D6938-15
Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of ALPHA.
The use of our name and test results must receive our written
approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician
time is from portal to portal. MF-010(8/2/2016)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Alpha Testing, Inc.
2209 Wisconsin St
In-Place Nuclear Density
Dallas, TX 75229
www.alphatesting.com
Test Report
TBPE Firm No. 813
Client:RECH Coppell, LLCService Date:04/05/2018
4145 Travis Street, Suite 202Report Date:4/6/2018
Dallas, TX 75204Weather:
Work Order Number:380027
Project:Petterson Addition - Encore of CoppellProject Number:173166-15A
Tierra Grande Way and Sandy Lake RoadTechnician:Driver, Tirek
Coppell, TexasPage Number:2of2
Material InformationLaboratory DataProject Specifications
OptimumMax Dry
Mat.Proctor
MoistureCompaction
Material Description/ClassificationMoistureWeight
No.Report No.
Min. (%) Max.Min. (%) Max.
(%)(pcf)
Brown Clayey Sand With Sandstone
1211.8116.80495
General Location
Area:Utilities
Field Test Data
ProbeWetDryPercentPercent
TestLift/Mat.
Test LocationDepthDensityDensityMoistureCompaction
No.
DepthNo.
(in.)(pcf)(pcf)(%)(%)
82Sanitary Sewer Line A, Manhole at Station 6+94.74, NorthFG-4.016127.3111.714.096
83Sanitary Sewer Line A, Manhole at Station 6+94.74, EastFG-3.016128.5112.913.897
84Sanitary Sewer Line A, Manhole at Station 6+94.74, SouthFG-2.016128.9113.513.697
85Sanitary Sewer Line A, Manhole at Station 6+94.74, WestFG-1.016128.9113.913.298
86Sanitary Sewer Line A, Manhole at Station 6+94.74, NorthFG16128.7114.212.798
87Sanitary Sewer Line A, Manhole at Station 7+92.61, NorthFG-4.016128.6112.913.997
88Sanitary Sewer Line A, Manhole at Station 7+92.62, EastFG-3.016128.9115.112.099
89Sanitary Sewer Line A, Manhole at Station 7+92.63, SouthFG-2.016127.6113.412.597
90Sanitary Sewer Line A, Manhole at Station 7+92.64, WestFG-1.016127.5112.113.796
91Sanitary Sewer Line A, Manhole at Station 7+92.65, NorthFG16129.0114.712.598
92Water Service Line at Pad 5RFG-3.016128.5113.812.997
93Water Service Line at Pad 5RFG-2.016128.6114.112.798
94Water Service Line at Pad 5RFG-1.016128.1113.413.097
95Water Service Line at Pad 5RFG16128.1113.113.397
Non-compliant results are indicated by an asterisk(*) if
Gauge Information
applicable.
Serial No:Manufacturer:Model:Standard Count:(D):(M):
Remarks:
Respectfully Submitted,
Technician:Driver, Tirek
Start Time:
Stop Time:
Lunch Hrs:Total Hrs:Todd Smith
Version 1.9:
Date:3/1/18
This report is in general compliance with one or more of the following technical standards: D6938-15
Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of ALPHA.
The use of our name and test results must receive our written
approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician
time is from portal to portal. MF-010(8/2/2016)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering