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Home My WebLink AboutPROCTOR REPORTSample DetailsSample ID:22-2699-S01 Date Sampled:2/9/2022Sampling Method:N/ASource:Existing MaterialMaterial:Structural / Pad FillSpecification:Soil ClassificationLocation:Building Pad Test Results ASTM D 1557Maximum Dry UnitWeight (lbf/ft³):112.5Optimum Water Content(%):10.4 Method:CPreparation Method:DryRammer Type:Sector FaceRetained Sieve 3/8'' (9.5mm)(%):2Retained Sieve 3/4'' (19mm)(%):0Passing Sieve 3/8'' (9.5mm)(%):98 Passing Sieve 3/4'' (19mm)(%):100Tested By:Marc GernerDate Tested:2/12/2022Visual Description:Gray Sand, Trace Limestone Dry Unit Weight - Water 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:Palmetto Creek Shop - 2465 Johnston Rd Client:Anthony Gonzalez Report No: PTR:22-2699-S01Issue No: 1 2465 Johnston Road, Fort Pierce, FL 2465 Johnston RoadFort Pierce, FL 34951 P221920 Nutting Engineers of Florida, Inc. - Port St. Lucie Location:Project No: PO/Legal:Reviewed By: Christopher E. Gworek P.E. #699472/14/2022Date: Page 1 of 1Form No: 110031, Report No: PTR:22-2699-S01 © 2000-2022 QESTLab by SpectraQEST.com Comments