TABLE 1
HIGHWAY LEVEL OF SERVICE DATA FOR STATE ROADS
WITHIN THE GAINESVILLE METROPOLITAN AREA BOUNDARY
Page 1 of 2 FDOT Generalized Tables analysis 6/01; ART-PLAN update 9/01
                                   
ASSIGNED   FROM SOUTH TO NORTH   NUMBER FDOT SIGNAL MEDIAN OR ADOPTED   F     PERCENT AVAILABLE     H
ROADWAY   OR WEST OR EAST   OF ROADWAY DENSITY / LEFT TURN LOS          MAXIMUM SERVICE VOLUME OF SERVICE   LEVEL OF SERVICE
        A          B C       D E              G     
NUMBER ROADWAY TERMINI TERMINI SPECIAL NOTE LANES CLASS LENGTH (MILES) ADJUSTMENT STD TABLE CALCULATED NEGOTIATED CAPACITY VOLUME AADT TABLE CALCULATED
      I  
URBANIZED ROADWAYS
S-1 US 441/W 13th St. Payne's Prairie SR 331/Williston Rd. Multimodal Corridor 4-D I Arterial 0.23 / 2.2 NO D 35,000 - - 33% 23,350 #### B -
S-2 US 441/W 13th St. SR 331/Williston Rd. SR 24/Archer Rd. Multimodal Corridor 4-D I Arterial 1.58 / 1.9 NO D 35,000 - TCEA 66% 12,000 #### B -
S-3 US 441/W 13th St. SR 24/Archer Rd. SR 26/University Ave. Multimodal Corridor / Backlogged 4-D III Arterial 8.57 /0.7 NO D 27,800 12,300 TCEA 299% (24,450) #### F F
S-4 US 441/W 13th St. SR 26/University Ave. NW 29th Rd. Multimodal Corridor 4-D III Arterial 4.74 / 1.9 NO D 27,800 30,100 TCEA 113% (3,881) #### E F
S-5 US 441/W 13th St. NW 29th Rd. N.W. 23rd St. Multimodal Corridor 4-D I Arterial 1.43 / 2.8 NO D 35,000 - TCEA 72% 9,750 #### C -
S-6 SR 20/NW 6th St. N.W. 8th Ave. SR 222/N 39th Ave. - 4-U II Arterial 2.0 / 2.0 -5% D 30,875 - TCEA 47% 16,375 #### C -
S-7 SR 20/NW 6th St. SR 222/N 39th Ave. US 441/W. 13th St. - 4-U I Arterial 0.56 / 0.9 -5% D 33,250 - TCEA 29% 23,450 9,800 B -
S-8 SR 20/Hawthorne Rd. SR 24/Waldo Rd. SE 43rd St. FIHS / Multimodal Corridor 4-D I Arterial 1.48 / 2.7 NO C 33,200 - TCEA (part) 43% 19,000 #### B -
S-9 SR 24/Archer Rd. SW 75th St/Tower Rd. Interstate 75 Multimodal Corridor 4-D I Arterial 0.45 / 2.2 NO D 35,000 - - 64% 12,500 #### B -
S-10 SR 24/Archer Rd. Interstate 75 SR 226/SW 16th Ave. Multimodal Corridor 6-D II Arterial 2.8 / 2.5 NO D 48,900 54,000 - 90% 5,500 ### E C
S-11 SR 24/Archer Rd. SR 226/SW 16th Ave. US 441/W 13th St. Multimodal Corridor 4-D III Arterial 4.55 / 1.1 NO D 27,800 35,100 TCEA 93% 2,600 ### E D
S-12 SR 24/Waldo Rd. SR 26/University Ave. SR 222/E 39th Ave. Multimodal Corridor 4-D I Arterial 1.48 / 2.6 NO D 35,000 - - 69% 10,865 #### C -
S-13 SR 24/Waldo Rd. SR 222/E 39th Ave. CR 255A/NE 77th Ave. Multimodal Corridor 4-D I Arterial 0.52 / 3.8 NO D 35,000 - - 42% 20,250 #### B -
S-14 SR 26/Newberry Rd. NW 98th St. Interstate-75 [east ramp] FIHS / Multimodal Corridor 4-D II Arterial 3.39 / 2.1 NO C 22,900 56,150 - 59% 23,025 #### F B
S-15 SR 26/Newberry Rd. Interstate-75 [east ramp] NW 8th Ave. Multimodal Corridor / Constrained 6-D III Arterial 7.27 / 1.4 NO D 43,300 50,500 TCEA 96% 2,250 #### F D
S-16 SR 26/Newberry Rd. NW 8th Ave. SR 121/W 34th St. Multimodal Corridor 4-D II Arterial 3.44 / 1.7 NO D 32,500 42,700 TCEA 76% 10,200 ### F B
S-17 SR 26/University Ave. SR 121/W 34th St. North/South Dr. Multimodal Corridor / Constrained 3-U I Arterial 1.43 / 1.4 -12.5% D 22,575 35,150 TCEA 76% 8,400 #### F B
S-18 SR 26/University Ave. North/South Dr. US 441/W 13th St. Multimodal Corridor 4-D III Arterial 6.67 / 0.6 NO D 27,800 24,500 TCEA 137% (9,000) #### E E
S-19 SR 26/University Ave. US 441/W 13th St. SR 24/Waldo Rd. Multimodal Corridor 4-D III Arterial 7.65 / 1.7 NO D 27,800 - TCEA 75% 7,050 #### D -
S-20 SR 26/University Ave. SR 20/Hawthorne Rd. CR 329B/Lakeshore Dr. Multimodal Corridor 4-D I Arterial 1.77 / 2.8 NO D 35,000 - TCEA (part) 32% 23,700 #### B -
S-21 SR 26A/SW 2nd Ave. SR 26/Newberry Rd. SR 121/W 34th St. Multimodal Corridor / Backlogged 2-U II Arterial 4.0 / 0.5 -20% D 11,920 Unattainable TCEA Unattainable Unattainable #### F E
S-22 SR 26A/SW 2nd Ave. SR 121/W 34th St. SR 26/University Ave. Multimodal Corridor / Backlogged 2-U I Arterial 1.15 / 1.3 -20% D 13,280 19,650 TCEA 78% 4,400 #### F C
S-23 SR 121/W 34th St. SR 331/Williston Rd. SR 24/Archer Rd. Multimodal Corridor 6-D I Arterial 1.89 / 1.6 NO D 52,500 49,100 - 54% 22,394 #### B B
S-24 SR 121/W 34th St. SR 24/Archer Rd. SR 26/University Ave. Multimodal Corridor 6-D II Arterial 3.53 / 1.7 NO D 48,900 - TCEA (part) 90% 4,900 #### D -
S-25 SR 121/W 34th St. SR 26/University Ave. NW 16th Ave. Multimodal Corridor / Backlogged 2-D II Arterial 2.0 / 1.0 +5% D 17,010 19,350 TCEA 107% (1,400) #### F F
S-26 SR 121/W 34th St. NW 16th Ave. SR 222/W 39th Ave. Multimodal Corridor 2-U I Arterial 1.33 / 1.5 NO D 16,600 18,400 TCEA 82% 3,400 #### C C
S-27 SR 121/W 34th St. SR 222/NW 39th Ave. NW 53rd Ave. Multimodal Corridor 2-U I Arterial 0.91 /2.2 NO D 16,600 18,400 TCEA 89% 2,000 ### C D
S-28 SR 121/W 34th St. US 441/W 13th St. N.W. 77th Ave. Multimodal Corridor 2-U I Arterial 0.56 / 0.9 NO D 16,600 - - 63% 6,132 #### B -
S-29 SR 222/N 39th Ave. NW 98th St. NW 43rd St. - 4-D I Arterial 1.67 / 3.6 NO D 35,000 30,200 TCEA (part) 83% 5,100 ### B C
S-30 SR 222/N 39th Ave. US 441/NW 13th St. SR 24/Waldo Rd. - 4-D I Arterial 1.67 / 3.0 NO D 35,000 - TCEA 51% 17,300 #### B -
S-31 SR 222/N 39th Ave. SR 24/Waldo Rd. End of 4-lane section - 4-D I Arterial 0.56 / 0.9 NO D 35,000 - TCEA 44% 19,500 #### B -
S-32 SR 222/N 39th Ave. End of 4-lane section GMA Boundary - 2-U Unsignalized 0.0 / 2.5 NO D 24,800 - TCEA (part) 45% 13,750 #### B -
S-33 SR 226/S 16th Ave SR 24/Archer Rd. US 441/W 13th St. - 4-D II Arterial 4.44 / 0.9 NO D 32,500 43,200 TCEA 49% 22,200 ### C A
S-34 SR 226/S 16th Ave US 441/W 13th St. SR 329/Main St. - 4-D II Arterial 2.86 / 0.7 NO D 32,500 - TCEA 59% 13,300 #### C -
S-35 SR 226/S 16th Ave SR 329/Main St. SR 331/Williston Rd. - 2-U I Arterial 0.83 / 0.6 NO D 16,600 - TCEA 59% 6,800 9,800 B -
S-36 SR 120A/N 23rd Ave. US 441/W 13th St. SR 24/Waldo Rd. - 4-U II Arterial 2.4 / 2.5 -25% D 24,375 - TCEA 51% 11,875 #### C -
S-37 SR 329/Main St. University Ave. N. 8th Ave. - 4-U III Arterial 6.0 /0.5 -25% D 20,850 - TCEA 97% 600 #### D -
  Roadway sections in shaded rows are also ART-PLAN analyzed. Roadway sections in italic text are ART-PLAN 3.1 analyzed.
TABLE 1 - Continued
HIGHWAY LEVEL OF SERVICE DATA FOR STATE ROADS
WITHIN THE GAINESVILLE METROPOLITAN AREA BOUNDARY
Page 2 of 2 FDOT Generalized Tables analysis 6/01; ART-PLAN update 9/01
                                   
ASSIGNED   FROM SOUTH TO NORTH   NUMBER FDOT SIGNAL MEDIAN OR ADOPTED   F     PERCENT AVAILABLE     H
ROADWAY   OR WEST OR EAST   OF ROADWAY DENSITY / LEFT TURN LOS          MAXIMUM SERVICE VOLUME OF SERVICE   LEVEL OF SERVICE
        A          B C       D E              G     
NUMBER ROADWAY TERMINI TERMINI SPECIAL NOTE LANES CLASS LENGTH (MILES) ADJUSTMENT STD TABLE CALCULATED NEGOTIATED CAPACITY VOLUME AADT TABLE CALCULATED
      I  
URBANIZED ROADWAYS
S-38 SR 331/SR 121 Interstate 75 (south) US 441/SW 13th St. FIHS 4-D I Arterial 0.87 / 2.3 NO C 33,200 - - 68% 10,700 #### B -
S-39 SR 331/Williston Rd. US 441/SW 13th St. SR 26/University Ave. FIHS 4-D I Arterial 1.18 / 3.4 NO C 33,200 - TCEA 58% 14,000 #### B -
S-40 SR 20/NW 8th Ave. NW 6th St. N Main St. - 4-D III Arterial 6.67 / 0.3 NO D 27,800 - TCEA 59% 11,300 #### D -
S-41 Interstate 75 SR 331/SR 121 SR 24/Archer Rd. FIHS 6-D Group 2 Freeway 0.0 / 1.3 N/A C 75,600 - - 70% 22,600 #### C -
S-42 Interstate 75 SR 24/Archer Rd. SR 26/Newberry Rd. FIHS 6-D Group 2 Freeway 0.0 / 3.5 N/A C 75,600 - - 84% 12,100 #### C -
S-43 Interstate 75 SR 26/Newberry Rd. SR 222/NW 39th Ave. FIHS 6-D Group 2 Freeway 0.0 / 2.6 N/A C 75,600 - - 76% 18,100 #### C -
S-46 SR 26/University Ave. CR 329B N.E. 27th Ave. Multimodal Corridor 2-U Unsignalized 0.0 / 2.2 NO D 24,800 - - 22% 19,300 5,500 A -
S-50 US 441 NW 23rd St. GMA Boundary Multimodal Corridor 4-D I Arterial 0.1 / 4.4 NO D 35,000 - - 50% 17,400 #### B -
S-51 Interstate 75 GMA Boundary SR 331/SR 121 FIHS 6-D Group 2 Freeway 0.0 / 1.3 N/A C 75,600 - - 72% 21,277 #### C -
S-52 Interstate 75 SR 222/NW 39th Ave. GMA Boundary FIHS 6-D Group 2 Freeway 0.0 / 1.2 N/A C 75,600 - - 58% 31,600 #### B -
S-53 SR 222/N 39th Ave. NW 43rd St. US 441/NW 13th St. - 4-D I Arterial 1.92 /2.8 NO D 35,000 27,500 TCEA 91% 2,400 ### C D
S-54 SR 121/W 34th St. NW 53rd Ave. US 441/W 13th St. Multimodal Corridor 2-U I Arterial 1.11 / 0.9 NO D 16,600 23,100 TCEA (part) 48% 12,100 ### C D
            J  
TRANSITIONING ROADWAYS
S-44 SR 121 S.W. 85th Ave. Interstate 75 (south) Multimodal Corridor 2-U I Arterial 0.2 / 2.3 NO D 15,600 - - 46% 8,400 7,200 B -
S-45 SR 26/Newberry Rd. S.W. 154th St. NW 98th St. FIHS 4-D I Arterial 0.55 / 2.8 NO C 30,500 36,700 - 41% 21,500 #### C A
S-47 SR 24/Archer Rd. GMA Boundary SW 75th St/Tower Rd. Multimodal Corridor 2-U I Arterial 0.3 / 1.7 NO D 15,600 24,300 - 62% 9,300 #### D C
S-48 SR 20/Hawthorne Rd. SE 43rd St. CR 329B/Lakeshore Dr. FIHS / Multimodal Corridor 4-D I Arterial 0.4 / 1.0 NO C 30,500 - - 39% 18,650 #### B -
S-49 SR 20/Hawthorne Rd. CR 329B GMA Boundary FIHS / Multimodal Corridor 4-D Unsignalized 0.0 / 1.3 NO C 47,800 - - 20% 38,300 9,500 A -
SOURCE: NORTH CENTRAL FLORIDA REGIONAL PLANNING COUNCIL me\p\los\los01\00sdatag.wk4
  Roadway sections in shaded rows are also ART-PLAN analyzed. Roadway sections in italic text are ART-PLAN 3.1 analyzed.
    
NOTE:  Roadway Section S-47 retains Transitioning Area LOS standard, but is analyzed by Urbanized Area Generalized Tables.