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<br /> <br />w <br /> <br /> <br />~8 Poles <br /> <br />J, ove, = 18.2" <br /> <br />70 <br />tIl <br />~ 60 <br />o <br />.., ~o <br />\l.. <br />040 <br />l- <br />~ 30 <br />\U <br />U <br />cr 20 <br />\U <br />a. <br />10 <br /> <br />0/0305070 <br /> <br />N <br /> <br />S <br /> <br /> <br /> <br />70 <br /> <br />60 <br /> <br />~o <br /> <br />40 <br /> <br />30 <br /> <br />20 <br /> <br /> <br />'0 <br /> <br />o /0 30 50 70 <br />SPACING in. <br /> <br />EX}lIB/r (1-2- <br />C"..'':"'":::---::"--:' ...;. ..- _,_. '-:.'_M <br /> <br />p.'ill\'O~e t unne\ <br />dltec\lon N8'2E <br />E <br /> <br />Joint sets: <br />J, NOloE <br /> <br />J2 N820W <br /> <br />Ja N080W <br /> <br /> <br />70.W <br />7S.N <br />8.S <br /> <br />Joint Set <br />J) <br />J2 <br />J3 <br /> <br />Joints Per <br />Foot <br />0.66 <br />1.22 <br />0,52 <br /> <br />Joint length <br />Alono Dip Along Strike <br />23.9' 15,6' <br />11.5' 8.5' <br />16.4' 16,3' <br /> <br />J2 8" J3 ave. = Z3.2" <br />a'ie. = 9. <br />70 <br />60 <br />50 <br />40 I <br />30 <br />20 <br />10 <br /> <br />Roug hness ' <br />6.00 <br />5.9" <br />7.10 <br /> <br />COLORADO DEPARTMENT OF HIGHWAYS <br />GLENWOOD CANYON J -70, <br />PHASE II - PRELIMINARY DESIGN <br />GRUEN ASSOCIATES COLORADO PROJ. <br />INC, <br /> <br /> <br />JOI NT ANALYSIS <br />BLOCK 3 <br /> <br />o 10 30 SO 70 <br /> <br />HORST UEBLACKER <br /> <br />September <br />1978 , <br /> <br />~ <br />(.;, <br /> <br />FIGURE 11 I <br /> <br />I-/. U. H-4 Y Kf fl./ ' <br />