Petterson (Encore)-LR180112
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:1/9/2018
4145 Travis Street, Suite 202Report Date:1/12/2018
Dallas, Texas 75204Weather:Overcast
Work Order Number:345317
Project:Petterson Addition - Encore of CoppellProject Number:173166-4
Tierra Grande Way and Sandy Lake RoadTechnician:David 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 Lean Clay
119.3117.20495100
General Location
Area:
Pad 2R - Backfill at Locations where undocumented fill was removed
Field Test Data
ProbeWetDryPercentPercent
TestLift/Mat.
Test LocationDepthDensityDensityMoistureCompaction
No.DepthNo.
(in.)(pcf)(pcf)(%)(%)
810' W and 10' N from SE Corner of Building Pad 2RSG16129.8116.411.599
910' W and 10' N from SE Corner of Building Pad 2RFG-2.516130.0115.812.399
1010' W and 10' N from SE Corner of Building Pad 2RFG-2.016130.2116.012.299
1110' W and 10' N from SE Corner of Building Pad 2RFG-1.516128.9114.312.898
1210' W and 10' N from SE Corner of Building Pad 2RFG-1.016129.2114.213.197
1310' W and 10' N from SE Corner of Building Pad 2RFG-0.516129.3114.912.598
1410' W and 10' N from SE Corner of Building Pad 2RFG16129.3114.612.898
Non-compliant results are indicated by an asterisk(*) if
Gauge Information
applicable.
Serial No:Manufacturer:Model:Standard Count:(D):(M):
399Humboldt5001EZ
Remarks:
Respectfully Submitted,
Technician:D. Mathews
Start Time:
Stop Time:
Lunch Hrs:Total Hrs: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