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HomeMy WebLinkAboutReport Field Density 2-6-18of Florida litc. I fftabli! hod 1967 Yoer rProjectfsOur%mmianent Report On: Field Density. �. 1.310 Neptune Drive Boynton Beach, FU33426 1-877-NUTTING :A S H 0 FILE A'=:O iE d lYe:o COPY Lab No: 17-0791 Report No: 2 Project No: 405.1 Client ID: 405 Page 1 of 1 Client: B.S.L. Construction Company Project: Lot 25 Kings Highway Industrial Park Byron Lenoff * ` 1pQ6 •Q *j�(, 7369 Commerical Circle 5693 NW North Macedo Blvd. RECEIVED Fort Pierce, FL Port Saint Lucie, FL 34983 FEB 0 6 2018 STD 1-yo;i© County, Permitting Location: Building Pad Report Date: 12/21/2017 Sample Date: 12/21/2017 Sampled By: Reggie Ward Optimum Maximum Proctor Moisture Dry Density Proctor No Date N (Pcfl Color / Description 1 12/05/2016 11.5 110.0 Brown Sand / Trace Rock Fragments Specification Moisture Band Specification No. Compaction, % Minimum Maximum 1 98 Location Group: Building Pad Wet Moisture Dry Percent Test Gauge Density Content Density Proctor Spec. Proctor Pass No. Depth Location (pcf) N (pcf Number No. Density Fail 1 12 SW Area 121.5 11 109.3 1 1 99 Pass 2 12 NW Area 122.2 11 109.8 1 1 100 Pass 3 12 Center 122.3 11 109.9 1 1 100 Pass 4 12 NE Area 122.0 11 109.6 1 1 100 Pass Date Received: 12/21/2017 Date Tested: 12/21/2017 Gauge No.: 124583 Daily Standard Counts: 12/21/2018 DS: Test Methods: ASTM D2922, D3017 Orig: B.S.L. Construction Company Attn: Byron Lenoff (2-cc copies) MS: Respectfully Submitted, .Nutting Engineers of Florida, Inc. Richard C. Wohlfarth P.E. # 50858, THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM