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<br />CRP Structural Defieieoey Rating: The CRP 1I0ffwent through 0 <br />fairly longood involvedproeess '0 thedevelopmeotoodtelting <br />OfosYltem to evcluotethcstnJcturol condition of the City'. hous- <br />;og stack. 12 The result Wol 0 matrix compar,sooof fourclOl!les <br />of variable" fieldwrvey penalty poil'lh, quality of O(igioo] con- <br />stnJclioo,sizeofstl1Jctureandageofstructure. Fioally,every <br />resideotiol stnJcture io the CRP study oreawol oSligoed one of <br />four ,tructurol quolily roti"9' labeled simply W, X, Y ood Z. 'W" <br />rated ltl1Jclureswere cOllsidered ltructurolly 'IOUnd, "X's" were <br />considered to hove some appreciable defideociesoo<l "Y"ol'ld "Z" <br />rated stnJclures were comidered to have majorstnJcturol defidel'lcie s <br />with "Z's" beiog the wOrJt of the lot. The occompany;og mop <br />(p.29) and Tables E ond F iodicate the percel'ltoge of slnJdureswith <br />deficienclel in eoch block of the Shook's Run study areo. Upoo <br />examillOtion of the mop, 0 foirly distinct pattem con be observed <br />inthatlhemaiorityoftheblocksfoundtohoveil'lexcessof50% <br />"MojorStnJetural Defideocies"ore located ioo relativelyoorrow <br />belt along both sides of the Shool<'s Run ehaonel and theA.T. & S.F. <br />roilrood. Thebeltbroodenssomewhat ot the lOutherly end of the <br />study oreo ood bulges to the eost severol bloeksalong oodoo both <br />sides ofCestilla Street butgenerolly speokiog, the degree of <br />strveturaldeterioroliondecreasesolthedi.tancefromtherailrood <br />ooddro,nogechoMeliocreoses. <br /> <br />TABLE E <br /> <br />PERCENT OF RESIDENTIAL STRUCTURES HAVING APPRECIABLE <br />STRUCTURAL DEFICIENCIES (XYZ RATED) BY BLOCK <br /> <br />Per<:ent of Structures <br />Defieieot <br />0.0 <br />0.01- 19.99 <br />20.ooM 49.99 <br />50.00 - 100.00 <br />Uoclassified <br /> <br />No. of Blocks <br />26 <br />38 <br />67 <br />124 <br />2 <br />'l51 <br /> <br />Percentof81oeks <br />10.1% <br />14.8% <br />26.1% <br />48.3% <br />0,8% <br />100.1% <br /> <br />-2B. <br />