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Page 2 of 3 <br />_�Kmzan&Associates,lnc. Field <br />Geotechnical Engineering a Environmental Engineering Report NO.: 09621171DFR1312022NTS <br />Construction Testing and Inspection <br />Reinforcing steel bar(s) of above referenced areas were checked for size, grade, count, cover, lap <br />splice, spacing, cleanliness etc. At the time of our inspection, majority of them appeared clean, free of <br />dirt, oil, grease or other deleterious substances and tied in -place per approved plan & section details <br />EXCEPT the followings. <br />- Along Gridline 22 - 23, Some horizontal continuous bars didn't have required lap splice <br />lengths. <br />Along curb wall between Gridline 22 & 23, (2) continuous HZ bars are missing at the turn area <br />w/ metal plate embedmen_ ts. <br />IL \� ; .. <br />r ti <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 he reproduced in any format without the written permission of the client and Kmazan & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final 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 />