|
Generalized Peak Hour Two -Way Volumes for Florida's
<br />TABLE 6 Rural Undeveloped Areas and
<br />_ Developed Areas Less Than 5,00_0 Population'
<br />Ih�lffi, ; 1 I I.
<br />Non -State Signalized Roadway Adjustments
<br />(Alter corresponding state volumes
<br />by the indicated percent.)
<br />Non -State Signalized Roadways -10%
<br />111'�0I AIAIZ:�W
<br />12/18/12
<br />Lanes B
<br />STATE SIGNALIZED ARTERIALS
<br />Lanes
<br />Median
<br />B C
<br />D E
<br />2
<br />Undivided
<br />* 1,220
<br />1,350 **
<br />4
<br />Divided
<br />* 2,790
<br />2,890 **
<br />6
<br />Divided
<br />* 4,300
<br />4,350 **
<br />Non -State Signalized Roadway Adjustments
<br />(Alter corresponding state volumes
<br />by the indicated percent.)
<br />Non -State Signalized Roadways -10%
<br />111'�0I AIAIZ:�W
<br />12/18/12
<br />Lanes B
<br />C
<br />D
<br />E
<br />4 3,020
<br />4,510
<br />5,490
<br />6,300
<br />6 4,510
<br />6,720
<br />8,220
<br />9,720
<br />8 6,040
<br />8,970
<br />10,960
<br />12,970
<br />Freeway Adjustments
<br />Auxiliary Lanes
<br />Present in Both Directions
<br />+1,800
<br />BICYCLE MODE
<br />(Multiply motorized vehicle volumes shown below by number of
<br />directional roadway lanes to determine two-way maximum service
<br />volumes.)
<br />Rural Undeveloped
<br />Paved Shoulder/Bicycle
<br />Lane Coverage
<br />Median & Turn Lane Adjustments
<br />D
<br />E
<br />0-49%
<br />* 120
<br />190
<br />300
<br />50-84%
<br />Exclusive Exclusive
<br />Adjustment
<br />>1,010
<br />UNINTERRUPTED FLOW HIGHWAYS
<br />250 370
<br />Lanes
<br />Median Left Lanes Right Lanes
<br />Factors
<br />1,560
<br />s
<br />>1,820
<br />Rural Undeveloped
<br />2
<br />Divided Yes No
<br />+5%
<br />Lanes
<br />Median
<br />B C
<br />D
<br />E
<br />2
<br />Multi
<br />Undivided No No
<br />Undivided Yes No
<br />-20%
<br />-5°/n
<br />2
<br />Undivided
<br />440 790
<br />1,350
<br />2,710
<br />>
<br />Multi
<br />Undivided No No
<br />-25%
<br />4
<br />Divided
<br />2,440 3,820
<br />4,840
<br />5,500
<br />-
<br />- - Yes
<br />+5%
<br />6
<br />Divided
<br />3,680 5,730
<br />7,280
<br />8,240
<br />I
<br />Developed Areas
<br />One -Way Facility Adjustment
<br />Lanes
<br />Median
<br />B C
<br />D
<br />E
<br />Multiply the corresponding two -directional
<br />2
<br />Undivided
<br />820 1,550
<br />2,190
<br />2,990
<br />volumes in this table by 0.6
<br />4
<br />Divided
<br />2,460 3,860
<br />4,970
<br />5,660
<br />6
<br />Divided
<br />3,680 5,790
<br />7,440
<br />8,500
<br />BICYCLE MODE
<br />(Multiply motorized vehicle volumes shown below by number of
<br />directional roadway lanes to determine two-way maximum service
<br />volumes.)
<br />Rural Undeveloped
<br />Paved Shoulder/Bicycle
<br />Lane Coverage
<br />B C
<br />D
<br />E
<br />0-49%
<br />* 120
<br />190
<br />300
<br />50-84%
<br />100 200
<br />310
<br />>1,010
<br />85-100%
<br />250 370
<br />1,760
<br />>1,760
<br />Developed Areas
<br />Paved Shoulder/Bicycle
<br />Lane Coverage B C D E
<br />0-49% * 220 460 1,480
<br />50-84% 170 430 1,270 >1,760
<br />85-100% 560 1,760 >1,760 #*
<br />PEDESTRIAN MODE2
<br />(Multiply motorized vehicle volumes shown below by number of
<br />directional roadway lames to determine two-way maximum service
<br />volumes.)
<br />Passing Lane Adjustments
<br />Alter LOS B -D volumes in proportion to the passing lane length to
<br />the highway segment length
<br />Uninterrupted Flow Highway Adjustments
<br />Lanes
<br />Median
<br />Exclusive left lanes
<br />Adjustment factors
<br />2
<br />Divided
<br />Yes
<br />+5%
<br />Multi
<br />Undivided
<br />Yes
<br />-5%
<br />Multi
<br />Undivided
<br />No
<br />-25%
<br />'Values shown ate prexented as peal hour two-way volumes for levels of seri ice and
<br />are tt,r the autouwbileluuck modes unless specifically stated Ihm mble docs not
<br />constitute it standard and should be used only for geae�alplain nu; spphoations The
<br />compvtor models bom which this table is dei ned should be used for mace specific
<br />planning applications The table and deining computer models should not be used 1°r
<br />eorralox of intasmtion design where mor;, refined techniques e"t Cakulanons we
<br />based on planning apphcetions of the Highway Capacrt.- Manual and the Tamisit
<br />Capacity and Quality of Service Mwmal
<br />a Levet of leilwe for the blENLIE and pedestrian modes mthis fable is based on number
<br />ofmotmized vehicles. not numbo, otbwyolosts or pedeswas usmg the facility
<br />' Camaot be achieved uting table mput value de&Wu
<br />" Not applicable foi that 1"01 0i teivace letter gi ade For the automobile mods .
<br />volumesgiraterthan level of service D become F because mteisecnon capacmes have
<br />been reached Foi the bu}cle mode, the level of service letter grade (mohadmg F) rs not
<br />achievable boo, nice there is no ma,.imum vehicle volume threshold using table mput
<br />value defaults %.. .
<br />Sidewalk Coverage
<br />B C
<br />D
<br />E
<br />0-49%
<br />* *
<br />220
<br />840
<br />Solved
<br />50-84%
<br />* 120
<br />780
<br />1,390
<br />Flonda Depadment of Fianspc
<br />85-100%
<br />320 940
<br />1,560
<br />s
<br />>1,820
<br />Sv w`dnwm Phmm iiiM ce
<br />www dnrxtate fl_neh,Mnnmsrle
<br />2012 FDOT QUALCTY/LEVEL OF SERVICE HANDBOOK TABLES
<br />
|