Petterson (Encore)-LR180216
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:2/16/2018
4145 Travis Street, Suite 202Report Date:3/13/2018
Dallas, Texas 75204Weather:Clear
Work Order Number:361683
Project:Petterson Addition - Encore of CoppellProject Number:173166-12
Tierra Grande Way and Sandy Lake RoadTechnician:David Mathews
Coppell, TexasPage Number:1of1
Material InformationLaboratory DataProject Specifications
OptimumMax Dry
ProctorMoistureCompaction
Mat.
Material Description/ClassificationWeight
Moisture
Report No.Min. (%) Max.Min. (%) Max.
No.
(%)(pcf)
Reddish Brown Lean Clayey Sand
119.1117.20495100
General Location
Area:Storm Sewer Line A
Field Test Data
ProbeWetDryPercentPercent
TestLift/Mat.
Test LocationDepthDensityDensityMoistureCompaction
No.
DepthNo.
(in.)(pcf)(pcf)(%)(%)
58Storm Sewer Line A at Station 4+00FG-2.016125.7112.411.896
59Storm Sewer Line A at Station 4+00FG-1.016126.7113.611.597
60Storm Sewer Line A at Station 4+00FG16126.2113.810.997
Non-compliant results are indicated by an asterisk(*) if
Gauge Information
applicable.
Serial No:3174Manufacturer:InstrotekModel:3500Standard Count:(D):(M):
Remarks:
Respectfully Submitted,
Technician:D.Mathews
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