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�� Insp.No. Date: Sheet <br /> 1 05/13/13 � <br /> Bracken W�er Time: Temp <br /> E N G I N E E R I N G SUIIn 10�00 AM p6'F <br /> ProjecUTask <br /> 713-002 <br /> Present Rob DeLoach from Bracken Engineering and Vanselow Property <br /> Foreman Jessie Jacobs and CFI Crew <br /> UNDERPIN MONITORING INITIAL REPORT <br /> CheCkIlSt: (place an X in box if wmpleted) <br /> � Met with site Foreman <br /> � Verified pin layout <br /> � Verified pins to have steel <br /> � Recorded any obstructions to pin layout <br /> � Recorded if pins required shifting due to obstruction <br /> � Documented the type of pin being installed(length,dia,#of flights,etc ) <br /> � Discussed pinning approach(Restorativ tablitive/Pre ntative/Pre-Grout)(circle one) <br /> � Recorded the method in which the pins are to be installed elical,H raulically Advanced,Jetted)(circle one) <br /> � Reviewed approximate pin depths with Foreman per Geotechnical Report <br /> � Discussed method of installation for the interior pins(if applicable) <br /> � Set tentative date for lift: <br /> � Ver�ed that Bracken Engineering has underpin shop drawings/specifications in project file(see attached) <br /> � Indicated to Foreman which pins need to be pre-drilled(if applicable)Pins: All <br /> � Discussed direction of spreader beams on interior pins <br /> � Photographed items above <br /> GENERAL OBSERVATIONS/COMMENTS: <br /> •Arrived on site and layed out the pin and spreader beam locations with the foreman <br /> •The pins are 3.5"diameter and 5 foot long helical piers. <br /> •A stablitive approch is to be taken with a minor lift to close some cracks <br /> •All of the pins are to be helically advanced <br /> •Reviewed depths with Foreman and indicated that the approximate depths are to be between 2535 feet <br /> •Bracken Engineering has the specs for the Chance Bracket and helical pier systems <br /> •Items above were photographed <br /> The purpose of this checldist was to establish and verify that the construction activities observed and recorded were in substantial compliance with <br /> the contrect documents as welt as acceptable industry standards.Portions of the information found within this report were obtained and provided by <br /> the contractor Therefore,Bracken Engineering,Inc.reserves the right to revise or update any of the observations,assessment and/or <br /> recommendations as conditions change or additional information becomes available. <br /> Report by Reviewed by Attachments: <br /> �: <br /> RLD JCB Photo Proofsheets File-713-002 <br /> ZI(Il W Busch Blvd.,Suite 200,Tampa,Fiorida 33618 T 8D0.971.7252 F 813.243.9530 <br /> BRACKENENGINEERING.0 OM <br />