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HomeMy WebLinkAboutPTR_21-7941-S01.rev_2-sealedsig:79D39B43-0217-4131-8E90-AC020104855A lab:D08B27A3-0122-43C8-90FE-AA250131C289 Sample DetailsSample ID:21-7941-S01 Date Sampled:4/22/2021Sampling Method:N/ASource:Existing MaterialMaterial:Structural / Pad FillSpecification:Soil ClassificationLocation:PARKING LOT Test Results AASHTO T 180Maximum DryDensity (lb/ft³):107.2Optimum MoistureContent (%):11.2 Method:DRammer Type:Sector FaceVisual Description:Brown Sand, TraceLimestoneTested By:Marc GernerDate Tested:4/27/2021 Dry Density - Moisture Content Relationship This report shall not be reproduced, except in full, without the prior written approval of Nutting Engineers. Theresults presented here relate only to the items inspected or tested 615 SW Biltmore StreetPort St. Lucie, FL 34983Phone: (772) 408-1050Fax: (772) 408-1049Proctor Report Project:Driveway - 3406 Dale Place Client:Carr Investment Properties, Inc. Report No: PTR:21-7941-S01Issue No: 2 3406 Dale Place, Ft. Pierce, FL 1931 Cordova RoadFt. Lauderdale, FL 33316 P210866 Nutting Engineers of Florida, Inc. - Port St. Lucie Location:Project No: PO/Legal:Reviewed By: Christopher E. Gworek P.E. #699477/2/2021Date: Page 1 of 1Form No: 110031, Report No: PTR:21-7941-S01 © 2000-2021 QESTLab by SpectraQEST.com Comments