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Page 1 of 1 <br /> ==; & Associates, Inc. <br /> 1 (nVal Field <br /> Geotechnical Engineering . Environmental Engineering Report NO.:09623401DFR7312023LH <br /> Construction Testing and Inspection <br /> DATE: Set Count: CONTRACTOR: PNW Towers <br /> PROJECT#: 09623401 PERMIT#: <br /> PROJECT: SESEA00105A INSPECTOR: Lucas Hummel <br /> LOCATION: 2408 39th St JURISDICTION: City of Everett <br /> KA P.M.: Jeff Mercer WEATHER: Sunny TEMP:66'F ((�� <br /> Arrived on site as per contractors request to perform a Torque Wrench test,a Rebar Locate test,and a Schmidt Hammer testli <br /> the Cell Tower at 2406 39th St in Everett.For the Torque Wrench test,each of the 6 bolts for the MTU Energy Unit were <br /> tested and torqued to 25 ft lbs.The Hilti PS 35 Rebar Locator was used on each of the concrete slabs within the perimeter of <br /> the fence and found underlying rebar in all but one of the slabs,with the rebar being at a depth of 2.5"to 3".Finally,the <br /> Schmidt Hammer was utilized to determine the PSI strength of the concrete beneath the generators and mechanics.The 3 <br /> largest slabs with the most open surface area were tested,with the average readings of the fast tone determined to be at 29, <br /> which lines up to roughly 3500 PSI.The second slab had an average of 27,which correlates to roughly 3100 PSI,and the final <br /> slab had an average reading of 32,which would put the PSI at 3750. <br /> l - - <br /> l <br /> �I <br /> Reviewed By: ASTM Test#: Asset Numbers : <br /> To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and <br /> regulatory requirements. <br /> Superintendent/Representative: Technician: <br /> Lucas Hummel <br /> Offices Serving the Western United States <br /> Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br /> The information provided oar this report is prepared for the exclu si—use of the client.This report may,not be reproduced in am-fmat without the nmtten permission of the client and Kr &Associates.This report <br /> indicates=inspectors observation and testing results based on site conditions and cofactor acti m vities.This information is subject to review prior to final submittal.By signing this r rt epo ,om inspector does not accept <br /> responsibdih-f validity of results.The same in ma fortion has been p—ded lov others oar site.The test results apply only to the specific locations,and items inspected or tested. <br />