Petterson (Encore)-LR180111 (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:1/11/2018
4145 Travis Street, Suite 202Report Date:1/16/2018
Dallas, Texas 75204Weather:Overcast
Work Order Number:345747
Project:Petterson Addition - Encore of CoppellProject Number:173166-6
Tierra Grande Way and Sandy Lake RoadTechnician:D. Mathews
Coppell, TexasPage Number:1of1
Material InformationLaboratory DataProject Specifications
OptimumMax Dry
Mat.ProctorMoistureCompaction
Material Description/ClassificationMoistureWeight
No.Report No.Min. (%) Max.Min. (%) Max.
(%)(pcf)
Reddish Brown Clay
119.3117.20495100
General Location
Area:
Pad 4R - Backfill to replace removed uncontrolled fill
Field Test Data
ProbeWetDryPercentPercent
TestLift/Mat.
Test LocationDepthDensityDensityMoistureCompaction
No.DepthNo.
(in.)(pcf)(pcf)(%)(%)
19Pad 4R, 10' N and 10' E from SW Corner of PadSG16127.9113.712.597
20Pad 4R, 10' N and 10' E from SW Corner of PadFG-9.516128.0114.212.197
21Pad 4R, 10' N and 10' E from SW Corner of PadFG-9.016128.3115.111.598
22Pad 4R, 10' N and 10' E from SW Corner of PadFG-8.516128.2114.711.898
23Pad 4R, 10' N and 10' E from SW Corner of PadFG-8.016128.2114.512.098
24Pad 4R, 10' N and 10' E from SW Corner of PadFG-7.516128.2114.911.698
25Pad 4R, 10' N and 10' E from SW Corner of PadFG-7.016128.1115.011.498
Non-compliant results are indicated by an asterisk(*) if
Gauge Information
applicable.
Serial No:Manufacturer:Model:Standard Count:(D):(M):
Remarks:
Respectfully Submitted,
Technician:D. Mathews
Todd Smith
Version 1.5
Date:1/11/18
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