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Page 2 of 3 <br />40 <br />'%�KraZan &Associates, Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />Note: <br />Field <br />Report NO.: 09621171DFR9162021NTS <br />Per contractor's request, returned to the site later that afternoon and reinforcing steel bars of <br />above mentioned slab on grade areas were re -inspected. At the time of our inspection, all <br />deficiencie(s) highlited above have been corrected by the crewmembers and appeared to <br />be in general conformance with the plan, slab schedule & section details. <br />There were splatter concrete on some of the rebar from previous pour. Contractor should try to <br />clean them as much as possible. <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 <br />the information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Knwan & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and contractor activities. ibis information is subject to review prior to food submittal. By signing this report, our inspector does not accept <br />responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. <br />