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Table 3-5 Injury Severity by Road Conditions <br />along I-90 in the StudyArea, 2018 through 2023 <br />Injury Severity <br />c <br />" <br />s <br />L N <br />+� <br />di <br />Fatal <br />7 <br />0 <br />1 <br />0 <br />............................................................................ <br />Serious Injury <br />8 <br />0 <br />2 <br />2 <br />............................................................................ <br />Minor Injury <br />48 <br />6 <br />13 <br />6 <br />............................................................................ <br />Possible Injury <br />66 <br />10 <br />12 <br />9 <br />............................................................................ <br />Property Damage <br />340 <br />40 <br />134 <br />44 <br />Only (PDO) <br />Unknown <br />5 <br />1 <br />2 <br />0 <br />Total <br />474 <br />57 <br />164 <br />61 <br />Source: INSDOT, January30, 2024 <br />CHAPTER 3: EXISTING CONDITIONS IN THE STUDY AREA <br />As shown in Table 3-5, approximately 65% of <br />all collisions and 75% of all fatal and serious <br />injury collisions on 1-90 in the study area <br />occurred during dry road conditions. <br />Local Roadway Crash History <br />An assessment of existing crash history was <br />also performed for portions of local roads <br />within Kittitas County where potential roadway <br />improvements may be implemented as part of <br />this project. <br />Based on County data, there were several <br />roadways that experienced zero crashes during <br />the six -year period, including W Sparks Road, <br />E Sparks Road, Lake Cie Elum Dam Road, S Cie <br />Elum Way, Heron Drive, Tumble Creek Road, <br />Jenkins Drive, Tall Timber Trail, Lake Easton <br />Road, Cie Etum Way, Madison Street, Rossetti <br />Way, and Reservoir Canyon Road. <br />1 <br />- ' r � � is • y <br />VOLUME I: FEASIBILITY REPORT 1-90 Corridor - Easton to Cle Elunn Feasibility Study 1 31 <br />