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1995 p.m. peak hour <br />enterinq traffic volume <br />Difference \ <br />Caaper Creek tra ic volume <br />Casper Creek p ject share <br />Casper Cseek projec�t.�cost <br />�...����������. R�. ��", <br />Add SB left turn lane, <br />estimate per TP3E. <br />Intersection Total <br />r, <br />2646 v.p.h. <br />822 v.p.h. <br />15 v.p h. <br />1.82 per�:ent <br />5554.29 <br />5246,647.00 <br />Add acceleration lane to north leg, Ne. <br />Construction <br />Sub-Total <br />Engineering (20 percent) <br />Continqency (15 percent) <br />Intersection Total <br />Casper Creek Project Share <br />1990 p.m. peak hour <br />enterinq traffic volume <br />1995 p.m, peak hour <br />enterinq traffic volume <br />Difference <br />Casper Creek traffic volume <br />Casper Creek project share <br />Casper Creek project cost <br />�26.250.00 <br />S 26,250.00 <br />S 5,250.00 <br />S 3.937.50 <br />5282,084.50 <br />:.701 v.p.h. <br />4009 v.p.h. <br />1308 v.p.h. <br />14 v.p.h. <br />1.07 percent <br />S3,019.25 <br />Intersection M6, 19th I�ve• _�,�,,/El Cavitan wav <br />Add ES left turn lane, estimate per TP3E. <br />intersection Total <br />Casper Creek Project Share <br />;50,000.00 <br />1995 p.m. peak hour <br />enterinq traffic volume 4905 v.p.h. <br />Casper Creek traffic volume 14 v.p.h. <br />Casper Creek project share U..29 percent <br />Casper Creek project cost S1A2.71 <br />_» _ <br />ld siqnal, <br />i �^"�(' -' �.�('� <br />f��, . <br />rt�a� �s» ,. <br />.�j ; <br />c 5 :-:i, � <br />�:,,;J <br />, <br />�% <br />E11NIblt � � <br />1 23 OE� <br />� Chnalopher Bromn � Aaaoc�atc� <br />8T9 Rainier Avenue N.. Suile .1-101 i <br />( Rcrlon. WA 9805i•1380 <br />`� (206) TI2•U88 <br />