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network. The transportation element is very much based on the MPO's long-range <br />transportation plan and incorporates by reference that plan as well as congestion management <br />plan, bicycle -pedestrian plan, and other MPO initiatives. <br />(Clerk's Note: The following revised tables were handed out at the meeting.) <br />TABLE 4.7 <br />PROJECTED 2020 VOLUMES AND WC RATIOS FOR EXISTING AND COMMITTED NETWORK <br />Link <br />Roadway, <br />From <br />To <br />_ 1010 <br />S_R_A I A <br />S. COUNTY_ L <br />S. VB CITY L <br />- 1020 <br />SRA l A <br />S. VB CITY L <br />17TH ST_ <br />1030 <br />§G_1A <br />17TH ST <br />_ <br />SR <br />1030 <br />SR A lA <br />SR 6_0__ <br />_60 <br />N. VB CITY L <br />10_50 <br />1060 <br />SR A I A _ <br />N. VB CITY L <br />FRED TUERK RD <br />1355 <br />SRA IA _ <br />FRED TUERK RD <br />OLD WINTER <br />1070 <br />_1A <br />OLD ATNTER BCH_RD <br />_B_C_H_ _RD__ <br />N. IRS L <br />1080 <br />SR A <br />--- <br />N. IRS L <br />_ <br />CR 510 <br />1090 <br />RAI A <br />CR 510 -- -- - <br />N. COUNTY L ----- <br />_ 1110 <br />INDIAN RIVER BLVD <br />4TH ST C US I <br />12TH ST <br />INDIAN RIVER BLVD <br />1120 <br />_ _ _ <br />12TH ST <br />S. VB CITY _L <br />1130 <br />INDIAN RIVER BLVD <br />_ _ _ <br />S. VB CITY L <br />_ <br />17TH ST <br />- 1140 <br />INDIAN RIVER BLVD <br />_ <br />17TH ST <br />21ST ST <br />1150 <br />INDIAN RIVER BLVD <br />_ <br />21ST ST <br />SR 60 <br />1160_ <br />INDIAN RIVER BLVD <br />SR 60 <br />W. VB CITY L <br />1170 <br />INDIAN RIVER BLVD <br />W. VB CITY L <br />US I a' 53RD ST <br />- 1210 <br />1-95 -- -- -- <br />N. COUNTY LFR <br />512__ <br />1220 1-95 <br />- - <br />CR 512 <br />SR 60 -- ---- <br />_ <br />1-95_ <br />12.30 <br />1-95 <br />1305 <br />US 1 <br />_ 1;10 <br />US 1 --- - <br />FJ 15 <br />L'S 1 - - <br />1__0 <br />- us � <br />4TH ST a_ IR BLVD <br />us I <br />- 1;,805 <br />_ STH ST_ <br />- <br />l_TH ST <br />,,, <br />14.223 <br />1340 <br />US I <br />1345 <br />US I <br />1350 <br />US 1 <br />1355 <br />L'S I <br />1360 <br />L'S 1 <br />1365 <br />US I <br />1370 <br />US 1 <br />1375 <br />--1380 <br />US 1 <br />----1385 <br />L'S I -- <br />- <br />-- <br />US 1 <br />_ <br />1390 <br />_-- <br />US 1 - <br />1395 <br />US I <br />Volume <br />2020 <br />8,954 <br />12,036 <br />6,574 <br />1 1,060 <br />8.5_73 <br />_ 7,185_ <br />5,544 <br />5,592 <br />4,744 <br />_ 15,094 <br />16,277 <br />16,277 <br />13,838 <br />20,058 <br />13,238 <br />8,604 <br />11,551 <br />-- -- --- - <br />SR 60 _ <br />- - _ <br />- OSLO RD -- -- - <br />15.696_ <br />- 16.460 <br />OSLO RD <br />S. COL'`TY L - - --- <br />I 6.460 <br />S. COUNTY L <br />--- - <br />- OSLO RD <br />r <br />J <br />OSLO RD <br />_ _ <br />4TH ST a- IR BLVD'3.693 <br />_ .451 <br />4TH ST a_ IR BLVD <br />8TH ST--------- -- <br />- 1;,805 <br />_ STH ST_ <br />- <br />l_TH ST <br />,,, <br />14.223 <br />-- -- 12TH ST <br />_ <br />S. VB CITI' L -- - -- <br />- - �� <br />16.7,_ <br />S. VB CITY L- <br />- - - --- - - - - <br />- . _.--- <br />- - i : TH ST <br />-. <br />17?60 <br />_ 17TH ST <br />SR 60 ---- - -- <br />_ <br />9,801 <br />SR 60 <br />ROYAL PALM PL <br />10 964 <br />ROYAL PALM PL <br />ATLANTIC BLVD <br />11,732 <br />ATLANTIC BLVD <br />_ N. VB CITY L <br />17,335 <br />N. VB CITY L <br />OLD DIXIE HWY <br />17,072 <br />OLD DIXIE HVWY <br />- <br />41ST ST <br />11 929 <br />41 ST ST - _ <br />_ _ <br />45TH ST <br />_ _ <br />12.469 <br />-- 45TH ST- <br />49TH ST --- <br />13.178 <br />__ <br />- -- 49TH ST --- - - <br />65TH ST - -- <br />17.389 <br />--- <br />13,31 <br />69TH ST _ - - <br />-- O_LD DIXIE HW';F____ <br />13.025 <br />- OLD DIXIE HNVY- <br />SCHL"vlA''v D_R_ <br />14,873 - <br />SCHUNL4N� DR <br />CR 512 - ----- <br />-- 17,487 -- <br />27 <br />OCTOBER 29, 1997 <br />Model <br />VIC Ratio <br />2020 <br />0.90 <br />1.52 <br />0.83 <br />1.40 <br />1.08 <br />0.90 <br />- 0.70 <br />-- -�- 0.70 <br />- -- 0.72 <br />0.$7 <br />1.03 <br />0.87 <br />1.27 <br />0.83 <br />0.54 <br />0.32 <br />0.43 <br />- 0.36 <br />0.46 <br />1.38 <br />_ 1.50 <br />0.8- <br />0.90 <br />1.0: <br />1.09 <br />0.69 <br />0.74 <br />1.09 <br />0.93 <br />0.75 <br />0.78 <br />0.77 <br />1.10 <br />0.83 <br />0.82 <br />0.94 <br />1.10 <br />BOOK 103 �� <br />PAGE 2 <br />