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ll Estimated Average Dail Traffic Volumes � } <br /> 3��} 40 RECOMMENDED CORRIDOR us 7° <br /> 7Q 115 000 % 1980 AOT in Hundreds <br /> 24%%T.T. <br /> l2 163• i0 $Oo/o Q. 000 2000 <br /> 'a � 40% sC. tThrough Trips m Parentheses) <br /> SR 1009 <br /> 9 1--1 rU 43 <br /> 20 2 60 76 <br /> E•W FREEWAY 29{°} <br /> {' SR 1723 <br /> 10 11 <br /> 10 4 1 23 <br /> Me <br /> 238 <br /> 42 NS-FREEWAY <br /> } �4 <br /> 17 10 300 <br /> toe 500' <br /> 86 136 <br /> NC <br /> 202 . <br /> 40 g 21 109 zu <br /> 456 25 <br /> US-15-501 j <br /> 11 10 <br /> 2V kr D AT <br /> b �2 218 t 238' 9) (T 230 12� r4 230 6} r 272 (7 <br /> ! 8 7 1i7 286 31 T . 18 3 302 20 25 304 16 9 387 112 <br /> 'I 1 <br /> 1 _ ~ <br /> 16TH � I7 t7 58 <br /> `{ C tVC 54 25 32 99• 115 <br /> !� m "C 751 sit file we 55 C <br />