Pinellas County Metropolitan Planning Organization · · 2015-10-22Pinellas County Metropolitan...
-
Upload
dangkhuong -
Category
Documents
-
view
217 -
download
3
Transcript of Pinellas County Metropolitan Planning Organization · · 2015-10-22Pinellas County Metropolitan...
1
Pinellas County Metropolitan Planning Organization
Pinellas County
Metropolitan Planning Organization
2015 Level of Service Report Adopted September 9, 2015
Councilmember Jim Kennedy
Chair
Commissioner John Morroni Vice Chair
Commissioner Joanne “Cookie” Kennedy
Secretary
Councilmember Doreen Hock-DiPolito Treasurer
*MPO Membership as of last action on this report.
Commissioner Dave Eggers Commissioner Karen Seel
Councilmember Darden Rice Commissioner Cliff Merz
Mayor Sandra Bradbury Commissioner Julie Ward Bujalski
Commissioner Kevin Piccarreto Commissioner Michael Smith Commissioner John Tornga
“The preparation of this report has been financed in part through grant [ s ] from the Federal High-way Administration and Federal Transit Administration, U.S. Department of Transportation, under the State Planning and Research Program, Section 505 [ or Metropolitan Planning Program, Section 104 ( f ) ] of Title 23, U.S. Code. The contents of this report do not necessarily reflect the official views or policy of the U.S. Department of Transportation.”
2
Pinellas County Metropolitan Planning Organization
The Pinellas County Metropolitan Planning Organization (MPO) prepares an Level of Service Report each year. Roadways included in the inventory are defined by their facility type (e.g., freeway, signalized arterial, signalized collector, signalized major collector, non-signalized arterial, non-signalized collector and non-signalized major collector). These roadways are categorized by characteristics used to measure their performance, such as freeways (exclusive use of uninterrupted traffic), arterials (primarily serves thru traffic & secondary serves abutting property) and collector roads (providing land access & traffic circulation within a single or multiple land use category). The MPO’s Technical Coordinating Committee (TCC) reviews this report through a process that includes verifying the accuracy of roadway geometry assumptions and an evaluation of traffic count data as provided by the MPO, the Florida Department of Transportation and various local government agencies. After approval, the TCC submits the report to the MPO Board for final adoption.
Welcome to the 2015 Edition of the Pinellas County Metropolitan Planning
Organization’s Annual Level of Service Report, adopted September 9, 2015.
When adopted, the Annual Level of Service Report is provided to the public and local government agencies for informational purposes, such as roadway inventory, traffic volumes, trends and tracking road performance measures.
3
Pinellas County Metropolitan Planning Organization
Roadway Trend Analysis (Reported 2013 - 2015)
One of the goals of the Pinellas County Metropolitan Planning Organization (MPO) is to continually improve the performance of the Pinellas County roadway network. The level of service indicators utilized in this report provide a gauge of whether and/or to what extent this goal is being met. The Metropolitan Planning Organization uses key performance factors to identify roadways that are failing or about to fail. A key factor is the roadway’s volume to capacity ratio (v/c). The v/c ratio shows how close travel demand is to reaching the roadway’s physical capacity. A v/c ratio of 1 indicates that the roadway is operating at 100% capacity. NOTE: For consistency in showing annual trends, only data that is available for the same roads monitored during the past three years is being reported in this section. Only one facility has been added since the previous report, 118th Ave N from Belcher Rd to 66th St N measuring approx. one mile.
Section 1: Roadway Trend Analysis
Shown below is information that demonstrates operating conditions on 588 center-line miles of major roads. The information includes analysis on average annual daily traffic (AADT), vehicle miles traveled (VMT), average capacity available per roadway facility and miles of roadway over capacity.
Roadway travel increased by 2% from year 2013 to 2015
Road capacity available decreased 1% from 2013 to 2015
11.6% of the roadways were reported over physical capacity in 2015
Each year was measured by facilities in common.
Note: Charts show year reported, base data year is the previous year.
2013 2014 2015
AADT 23,416 23,641 23,878
23,100
23,200
23,300
23,400
23,500
23,600
23,700
23,800
23,900
24,000SEGMENT AVERAGE AADT
13,650,000
13,750,000
13,850,000
13,950,000
14,050,000
14,150,000
2013 2014 2015
VEHICLE MILES OF TRAVEL
30%
32%
34%
36%
38%
40%
2013 2014 2015
AVERAGE CAPACITY
AVAILABLE PER ROADWAY FACILITY
2013 2014 2015
Roadway 587 587 588
Over Capacity
67.7 64.4 68.5
0
100
200
300
400
500
600
700
Ce
nte
r-li
ne
Mil
es
4
Pinellas County Metropolitan Planning Organization
Section 1:
Roadway Trend Analysis (Continued)
Deficient Roadways (Reported 2013 - 2015) Volume to capacity ratio (v/c ratio) is a very useful indicator of the roadway system’s operating characteristics. The Metropolitan Planning Organization (MPO) uses a facility v/c ratio as well as a road’s level of service letter grade when evaluating its performance level.
The maps below depict major roadways that have been operating under deficient LOS conditions during the three past years. A more detailed explanation of the analysis method used to identify deficient roadways and a map illustrating deficient LOS existing conditions during 2014 and reported in 2015 can be found on pages 10 - 12.
2013 Deficient Roadways 2014 Deficient Roadways 2015 Deficient Roadways
427 deficient lane miles in 2013 456 deficient lane miles in 2014 434 deficient lane miles in 2015
Note, the maps show year reported, base data year is the previous year.
5
Pinellas County Metropolitan Planning Organization
Section 2:
Methodology
Roadway Traffic Volume Estimation of Traffic
Count Station Data Roadway traffic volume is monitored in Pinellas County on a regular basis. Traffic counters are used to count the number of vehicles that travel the roadway network. These counters are positioned across Pinellas County to collect data that is used for roadway performance evaluation. Each year, average daily traffic (ADT) volume data is collected from counters by the Florida Department of Transportation (FDOT), the Pinellas County Metropolitan Planning Organization (MPO), and local government agencies. The MPO coordinates and manages the countywide count data collected. The MPO collects additional counts as needed to provide good network coverage. Approximately 425 locations on the major road network are monitored using these counters. Typically, the traffic counters are programmed for a two or three day study during normal mid-week business days. Once collected, ADT data is assembled by the MPO staff. Adjustments are made to convert the count data to annualized average daily traffic (AADT) estimates using FDOT seasonal adjustment factors. Finally, the AADT values are applied to the corresponding roadway segments. Due to circumstances such as construction on some roadways, it is not always feasible to collect traffic volumes in a specific year. When this happens, and if count data from a recent year is not available, the roadway’s AADT is extrapolated using regression trend analysis of historical traffic count data from the same count location.
6
Pinellas County Metropolitan Planning Organization
EIGHT YEAR AADT COMPARISON CHART
(data from count station monitoring)
27,00027,50028,00028,50029,00029,50030,000
Yr 2007
Yr 2008
Yr 2009
Yr 2010
Yr 2011
Yr 2012
Yr 2013
Yr 2014
CountywideAverage AADT
COUNTYWIDE AVERAGE AADT 29,589 28,856 28,187 28,698 28,015 28,063 28,437 28,884
YEAR Yr 2007 Yr 2008 Yr 2009 Yr 2010 Yr 2011 Yr 2012 Yr 2013 Yr 2014
% Change from previous year N/A -2.5% -2.3% 1.8% -2.4% 0.2% 1.3% 1.6%
US 19 HWY / 34 ST AVERAGE AADT 58,616 55,716 52,987 55,875 53,674 53,342 53,184 54,221
YEAR Yr 2007 Yr 2008 Yr 2009 Yr 2010 Yr 2011 Yr 2012 Yr 2013 Yr 2014
% Change from previous year N/A -4.9% -4.9% 5.5% -3.9% -0.6% -0.3% 1.9%
50,000
52,000
54,000
56,000
58,000
60,000
Yr 2007
Yr 2008
Yr 2009
Yr 2010
Yr 2011
Yr 2012
Yr 2013
Yr 2014
US 19 HWY / 34 STAverage AADT
7
Pinellas County Metropolitan Planning Organization
Roadway Performance Determination
The Metropolitan Planning Organization (MPO) uses a database management software application “vTIMAS” to maintain its roadway inventory of over 2,200 individual roadway segments. In the database, roadway geometry, volumes, and descriptions for each roadway segment are carefully identified so that an accurate evaluation of performance can be produced by the software. Level of service data contained in the report table is sorted by facility. Most of the facilities contain two or more segments. Some points regarding the methodology employed in compiling the table are listed below.
Roadway performance measures were evaluated for the monitored major roadway network as it existed in 2014.
Roadway level of service grades were evaluated using PM peak-hour / peak-direction conditions. A roadway’s peak-hour condition is defined as the estimated 100
th
highest hour (K100) of yearly traffic.
Level of service for roadway segments can be calculated using one of two methodologies (conceptual or generalized) described in this section.
Conceptual - This is a more detailed analysis than a generalized method. It
Section 2:
Methodology (Continued)
takes into account enhanced roadway geometry conditions and allows for bi-directional performance evaluation. Basic conceptual analysis can be used for non-signalized arterials and signalized collector roads. ArtPlan is a conceptual analysis software program developed by the Florida Department of Transportation specifically for use with signalized roadways. ArtPlan can be utilized for signalized arterial roads.
Generalized – This analysis method incorporates standardized default roadway values established by FDOT. It provides LOS analysis based on generalized capacity tables. As an example all traffic signals are analyzed with the same green-time and cycle lengths even though actual input values vary at each location.
The vTIMAS database allows the MPO to monitor roadway changes from one year to the next. Data for current and previous years is derived from physical observation. Roadway geometry data for future year conditions is derived from planned capacity improvements.
Additional information for Conceptual and Generalized calculation methodologies can be obtained from:
Florida Department of Transportation Q/LOS Handbook: http://www.dot.state.fl.us/planning/systems/programs/SM/los/pdfs/2013%20QLOS%
20Handbook.pdf
Highway Capacity Manual (HCM): http://www.trb.org/Main/Public/Blurbs/152169.aspx
8
Pinellas County Metropolitan Planning Organization
Section 3:
Existing Conditions
2015 Level of Service Critical roadway data was collected throughout the year and then compiled into this report. The conditions reported here represent physical roadway conditions as they existed during 2013. Roadway volumes represent annualized count data from collections that were performed throughout the county. There are 2,296 lane miles of major road facilities monitored by the MPO.
84% of the monitored network performs at or better then LOS D.
16% of the monitored network performs poorly at LOS E or F.
LOS B, & C – 1621 lane miles
LOS D – 313 lane miles
LOS E – 60 lane miles
LOS F – 302 lane miles
State, County and municipal jurisdictions are responsible for maintaining the major roadways in Pinellas County. Monitored lane miles corresponding with each jurisdiction are shown below.
State - approximately 1,017 lane miles;
County – approximately 858 lane miles;
Cities – approximately 421 lane miles. Below are the lane miles of roadways operating at LOS E or F corresponding with State, County and municipal jurisdiction.
State – 261 lane miles
County – 88 lane miles
Cities – 13 lane miles NOTE: The LOS data was calculated using FDOT 2009 Generalized Tables. Using this method the LOS A category was eliminated and the threshold measures are now the same as LOS B. Therefore, a LOS A is now an LOS B.
10
Pinellas County Metropolitan Planning Organization
Section 3:
Existing Conditions (Continued)
2015 Deficient Roadways The Pinellas County Metropolitan Planning Organization (MPO) uses a “deficient roadway” indicator to identify roadways operating below local and state LOS standards. This page indicates lane miles of roadways operating at 0.9 v/c ratio along with their letter grade. According to Pinellas County’s LOS standard, a facility operating at peak hour LOS E,F, or a v/c ratio of 0.9 or higher is also considered deficient.
The 2015 report shows there were 434 lane miles or 19 percent of the Pinellas County major road network operating under deficient LOS conditions in 2014.
Volume to Capacity Ratio < .9
LOS B-D - 1862 lane miles
Volume to Capacity Ratio >= .9
LOS B-D - 72 lane miles
LOS E, F - 362 lane miles Below are the lane miles of major roadways operating under deficient LOS conditions and corresponding jurisdiction.
State – 279 lane miles
County – 142 lane miles
Cities – 13 lane miles NOTE: Both the LOS letter grade and v/c ratio are derived from the calculation of PM peak hour and PM peak hour directional volumes, which are based on AADT.
12
Pinellas County Metropolitan Planning Organization
Section 3:
Existing Conditions (Continued)
Facility Level of Service Report
Pinellas County Format
PM Peak Hour Directional Analysis The following pages contain the Pinellas County Metropolitan Planning Organization’s Year 2015 Level of Service / Existing Conditions Analysis Report table. The table in the report was produced using vTIMAS database v1.163 and reflects 2014 base year data. Also the next page contains a map depicting the PM peak hour travel direction of the traffic volumes used for analysis. Roadways included in this inventory are arterials and collectors as defined in the Highway Capacity Manual and published by the Transportation Research Board. Level of Service (LOS) has been calculated using guidelines as identified by the FDOT Quality/Level of Service (Q/LOS) Handbook, FDOT Generalized Tables, FDOT ArtPlan, and the Highway Capacity Manual (HCM). The LOS conditions included in this report are based on the operating conditions of individual road facilities. These facilities are separated by intersections or by a point where there is a change in the lane configuration. A more complete listing of LOS input values and assumptions is available in the LOS Inventory Staff Report from the MPO. NOTE: To continue our trend analysis this countywide report was compiled and LOS data was calculated utilizing FDOT 2009 Generalized Tables. Any specific road projects submitted to FDOT would need to adhere to the 2013 Q/LOS Handbook which can be found on the website as shown on page 7. The results of performance measures utilizing 2013 Q/LOS may be different from this report.
Legend for LOS tables Fac Type:
“F” = Freeway
“SA” = Signalized Arterial
“SC” = Signalized Collector
“SMC” = Signalized Collector (Major)
“NA” = Non-Signalized Arterial
“NMC” Non-Signalized Collector (Major) LOS Method:
“H” = Conceptual - Basic (only used for Memorial Causeway bridge)
“T” = Generalized Tables Abbreviations:
“Fac” = Facility
“V:Cap” = Volume to Physical Capacity Def Flag (or Deficiency Identifier)
“1” = Volume to Capacity Ratio >= .9 and LOS=A, LOS=B, LOS=C, or LOS=D
“2” = Volume to Capacity Ratio >= .9 and LOS=E or LOS=F
14
Pinellas County Metropolitan Planning Organization
F
acili
ty L
evel
of
Ser
vice
Rep
ort
(P
inel
las
Co
un
ty F
orm
at)
(
PM
Pea
k H
ou
r D
irec
tio
nal
)
P
inel
las
Cou
nty
MP
O
20
15 A
naly
sis
- E
xist
ing
Con
ditio
ns (
DY
201
4) 7
-21-
15 A
, Util
izin
g F
DO
T's
200
9 G
ener
al T
able
s
N
OT
E:
R
oadw
ays
incl
uded
in th
is In
vent
ory
are
mon
ioto
red
Art
eria
ls a
nd C
olle
ctor
s as
def
ined
in th
e M
PO
's F
unct
iona
l Cla
ssifi
catio
n m
ap.
Leve
l of S
ervi
ce h
as b
een
calc
ulat
ed u
sing
the
curr
ent g
uide
lines
of t
he F
DO
T Q
ualit
y Le
vel o
f Ser
vice
, FD
OT
Gen
eral
ized
Tab
les,
FD
OT
Art
Pla
n, a
nd H
ighw
ay C
apac
ity M
anua
l (H
CM
). T
he L
OS
Inpu
t val
ues
show
n on
thi
s re
port
do
not f
ully
rep
rese
nt v
alue
s m
aint
aine
d by
the
data
base
, ple
ase
do n
ot
atte
mpt
to u
se th
ese
valu
es to
rep
rodu
ce L
OS
res
ults
. A
mor
e co
mpl
ete
listin
g of
LO
S in
put v
alue
s an
d as
sum
ptio
ns is
ava
ilab
le, i
f nee
ded
plea
se r
eque
st a
cop
y of
the
LOS
Inve
ntor
y S
taff
Rep
ort.
F
acili
ty
Juris
P
lan
Are
a F
ac
Typ
e
Roa
d T
ype
LOS
Std
Le
ngth
(m
i)
Sig
nals
P
er M
ile
LO
S
Met
hod
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
3 -
1ST
AV
E N
: (3R
D S
T N
-to
- 20
TH
ST
N)
SP
11
S
A
3O
D
1.
421
5.
63
T
10
,804
1,02
6
2,77
6
.370
0
C
4 -
1ST
AV
E N
: (20
TH
ST
N -
to-
34T
H S
T N
) S
P
11
SA
3O
D
1.17
2
4.27
T
10
,804
1,02
6
3,05
6
.336
0
C
5 -
1ST
AV
E N
: (34
TH
ST
N -
to-
66T
H S
T N
) S
P
11
SA
3O
D
2.99
9
1.33
T
13
,000
1,23
5
3,17
5
.389
0
B
9 -
1ST
AV
E S
: (P
AS
AD
EN
A A
VE
-to
- 34
TH
ST
S)
SP
11
S
A
3O
D
3.
247
1.
54
T
13
,133
1,24
8
3,17
5
.393
0
B
10 -
1S
T A
VE
S: (
34T
H S
T S
-to
- 16
TH
ST
S)
SP
11
S
A
3O
D
1.
505
3.
32
T
10
,082
958
3,
056
.3
13
0
C
11 -
1S
T A
VE
S: (
16T
H S
T S
-to
- D
R M
L K
ING
JR
ST
S)
SP
11
S
A
4O
D
.5
01
2.00
T
10
,082
958
4,
082
.2
35
0
C
12 -
1S
T A
VE
S: (
DR
ML
KIN
G J
R S
T S
-to
- 3R
D S
T S
) S
P
11
SA
3O
D
.587
8.52
T
10
,082
958
2,
776
.3
45
0
C
30 -
3R
D S
T N
: (C
EN
TR
AL
AV
E -
to-
5TH
AV
E N
) S
R
11
SA
4O
D
.438
11.4
2
T
11
,500
1,09
2
3,90
0
.280
0
C
37 -
4T
H A
VE
N: (
I-37
5 R
AM
P -
to-
4TH
ST
N)
SR
11
S
A
3O
D
.2
54
7.87
T
10
,500
998
2,
988
.3
34
0
C
43 -
4T
H S
T N
: (I-
275
-to-
GA
ND
Y B
LVD
) S
R
11
SA
4D
D
2.55
7
.39
T
23,5
00
1,22
8
1,96
0
.627
0
B
44 -
4T
H S
T N
: (G
AN
DY
BLV
D -
to-
62N
D A
VE
N)
SR
11
S
A
6D
D
2.
490
2.
41
T
36
,582
1,91
1
2,83
0
.675
0
C
45 -
4T
H S
T N
: (62
ND
AV
E N
-to
- 38
TH
AV
E N
) S
R
11
SA
6D
D
1.50
0
1.33
T
40
,003
2,09
0
2,94
0
.711
0
B
47 -
4T
H S
T N
: (5T
H A
VE
N -
to-
2ND
AV
E N
) S
R
11
SA
4O
D
.279
10.7
5
T
12
,796
1,21
6
3,90
0
.312
0
C
48 -
4T
H S
T N
: (2N
D A
VE
N -
to-
1ST
AV
E N
) S
R
11
SA
3O
D
.100
10.0
0
T
12
,500
1,18
8
2,98
8
.398
0
C
49 -
4T
H S
T N
: (5T
H A
VE
N -
to-
30T
H A
VE
N)
SR
11
S
A
4D
D
1.
506
1.
99
T
26
,171
1,36
7
1,87
0
.731
0
D
50 -
4T
H S
T N
: (1S
T A
VE
N -
to-
CE
NT
RA
L A
VE
) S
R
11
SA
4O
D
.060
16.6
7
T
11
,500
1,09
2
3,90
0
.280
0
C
51 -
4T
H S
T N
: (30
TH
AV
E N
-to
- 38
TH
AV
E N
) S
R
11
SA
6D
D
.501
3.99
T
30
,500
1,59
4
2,83
0
.563
0
C
53 -
4T
H S
T S
: (C
EN
TR
AL
AV
E -
to-
5TH
AV
E S
) S
R
11
SA
4O
D
.380
13.1
6
T
11
,500
1,09
2
3,90
0
.280
0
C
54 -
4T
H S
T S
: (5T
H A
VE
S -
to-
6TH
AV
E S
) S
P
11
SA
3O
D
.097
10.3
1
T
14
,643
1,39
1
2,77
6
.501
0
D
55 -
4T
H S
T S
: (6T
H A
VE
S -
to-
9TH
AV
E S
) S
P
11
SA
4D
D
.210
4.76
T
14
,643
765
1,
530
.5
00
0
D
56 -
4T
H S
T S
: (9T
H A
VE
S -
to-
18T
H A
VE
S)
SP
11
N
A
4D
D
.6
26
.00
T
14,6
43
765
3,
760
.2
03
0
B
57 -
4T
H S
T S
| 6T
H S
T C
ON
NE
CT
ION
: (18
TH
AV
E S
-to
- 39
TH
AV
E S
) S
P
11
SA
4U
D
1.33
4
1.50
T
14
,066
735
1,
676
.4
39
0
B
58 -
4T
H S
T S
| 6T
H S
T C
ON
NE
CT
ION
: (39
TH
AV
E S
-to
- 45
TH
AV
E S
) S
P
11
NA
4U
D
.410
.00
T
13,9
33
728
3,
572
.2
04
0
B
61 -
5T
H A
VE
N: (
4TH
ST
N -
to-
DR
ML
KIN
G J
R S
T N
) S
R
11
SA
2O
D
.500
4.00
T
10
,405
988
2,
244
.4
40
0
C
63 -
5T
H A
VE
N: (
DR
ML
KIN
G J
R S
T N
-to
- 16
TH
ST
N)
SR
11
S
A
3U
D
.5
02
1.99
T
10
,300
538
1,
776
.3
03
0
C
65 -
5T
H A
VE
N: (
16T
H S
T N
-to
- 34
TH
ST
N)
SR
11
S
A
4D
D
1.
503
3.
33
T
23
,651
1,23
6
1,87
0
.661
0
C
66 -
5T
H A
VE
N: (
34T
H S
T N
-to
- 49
TH
ST
N)
SR
11
S
A
4D
D
1.
252
1.
60
T
26
,000
1,35
9
1,96
0
.693
0
B
67 -
5T
H A
VE
N: (
49T
H S
T N
-to
- T
YR
ON
E B
LVD
) S
R
11
SA
4D
D
.878
2.28
T
30
,000
1,56
8
1,87
0
.839
0
D
68 -
5T
H A
VE
N: (
TY
RO
NE
BLV
D -
to-
66T
H S
T N
) S
P
11
SA
4D
D
.869
1.15
T
20
,300
1,06
1
1,76
4
.601
0
B
69 -
5T
H A
VE
N: (
66T
H S
T N
-to
- 69
TH
ST
N)
SP
11
S
MC
4D
D
.347
2.88
T
10
,600
554
1,
216
.4
56
0
C
70 -
5T
H A
VE
N: (
69T
H S
T N
-to
- P
AR
K S
T)
SP
11
N
MC
4D
D
.709
.00
T
10,6
00
554
3,
760
.1
47
0
B
Fac
Typ
e:
"F
"=F
reew
ay, "
SA
"=S
igna
lized
Art
eria
l, "S
C"=
Sig
naliz
ed C
olle
ctor
, "S
MC
"=S
igna
lized
Col
leco
tor
(Maj
or),
"N
A"=
Non
-Sig
naliz
ed A
rter
ial,
"NC
"=N
on-S
igna
lized
Col
lect
or, "
NM
C"=
Non
-Sig
naliz
ed C
olle
ctor
(M
ajor
)
LO
S M
eth
: "
A"=
ApC
alc,
"H
"=C
once
ptua
l, "T
"=G
ener
aliz
ed T
able
s A
bb
revi
atio
ns:
"F
ac"=
Fac
ility
, "V
:Cap
"=V
olum
e to
Phy
sica
l Cap
acity
D
ef F
lag
: "1
"=V
/C R
atio
>=
.9 a
nd L
OS
=A
, LO
S=
B, L
OS
=C
or
LOS
=D
"2
"=V
/C R
atio
>=
.9 a
nd L
OS
=E
or
LOS
=F
15
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td L
engt
h (m
i)
Sig
nals
P
er M
ile
LO
S
Met
h
AA
DT
Vol
ume
P
hysi
cal
Cap
acity
V:C
ap
Rat
io
Def
F
lag
F
ac
LOS
84
- 8
TH
ST
N: (
CE
NT
RA
L A
VE
-to
- 1S
T A
VE
N)
SP
11
S
A
4O
D
.0
62
16.1
3
T
7,
791
74
0
3,72
6
.199
0
C
85 -
8T
H S
T N
: (1S
T A
VE
N -
to-
9TH
AV
E N
) S
P
11
SA
3O
D
.656
6.10
T
7,
791
74
0
2,77
6
.267
0
C
86 -
8T
H S
T S
: (9T
H A
VE
S -
to-
6TH
AV
E S
) S
P
11
SA
3O
D
.226
4.42
T
7,
791
74
0
3,05
6
.242
0
C
87 -
8T
H S
T S
: (6T
H A
VE
S -
to-
CE
NT
RA
L A
VE
) S
P
11
SA
4O
D
.478
12.5
5
T
7,
791
74
0
3,72
6
.199
0
C
88 -
9T
H A
VE
N: (
34T
H S
T N
-to
- 16
TH
ST
N)
SP
11
S
A
4U
D
1.
504
1.
33
T
11
,169
584
1,
676
.3
48
0
B
89 -
9T
H A
VE
N: (
16T
H S
T N
-to
- D
R M
L K
ING
JR
ST
N)
SP
11
S
A
4U
D
.4
99
2.00
T
11
,169
584
1,
599
.3
65
0
C
93 -
9T
H A
VE
N: (
34T
H S
T N
-to
- 49
TH
ST
N)
SP
11
S
A
4U
D
1.
256
1.
59
T
11
,169
584
1,
676
.3
48
0
B
94 -
9T
H A
VE
N: (
49T
H S
T N
-to
- 66
TH
ST
N)
SP
11
S
A
4U
D
1.
744
1.
72
T
8,
056
42
1
1,67
6
.251
0
B
95 -
9T
H A
VE
N: (
66T
H S
T N
-to
- P
AR
K S
TR
EE
T)
SP
11
S
MC
2D
D
1.15
7
.86
T
4,90
0
256
60
1
.426
0
B
96 -
10T
H A
VE
S |
4TH
ST
S |
14T
H A
VE
S |
10T
H S
T S
: (M
CM
ULL
EN
BO
OT
H R
D -
to-
MA
IN S
T)
SR
05
N
MC
2U
D
.907
.00
T
6,70
0
350
1,
440
.2
43
0
B
116
- 16
TH
ST
N: (
CE
NT
RA
L A
VE
-to
- 5T
H A
VE
N)
SP
11
S
A
4D
D
.4
39
6.83
T
14
,221
743
1,
530
.4
86
0
D
117
- 16
TH
ST
N: (
5TH
AV
E N
-to
- 22
ND
AV
E N
) S
P
11
SA
4D
D
1.00
3
4.99
T
10
,316
539
1,
530
.3
52
0
C
118
- 16
TH
ST
N: (
22N
D A
VE
N -
to-
62N
D A
VE
N)
SP
11
S
A
4D
D
2.
511
2.
39
T
9,
307
48
6
1,68
3
.289
0
C
122
- 16
TH
ST
S: (
CE
NT
RA
L A
VE
-to
- 18
TH
AV
E S
) S
P
11
SA
4D
D
1.31
4
6.09
T
8,
958
46
8
1,53
0
.306
0
C
123
- 16
TH
ST
S: (
18T
H A
VE
S -
to-
22N
D A
VE
S)
SP
11
S
A
2U
D
.2
47
4.05
T
8,
958
46
8
774
.6
05
0
C
134
- 20
TH
ST
N: (
1ST
AV
E N
-to
- 5T
H A
VE
N)
SP
11
S
MC
4U
D
.379
2.64
T
7,
760
40
5
1,15
5
.351
0
C
138
- 22
ND
AV
E N
: (I-
275
-to-
34T
H S
T N
) S
P
11
SA
4D
D
1.16
2
2.58
T
32
,030
1,67
4
1,68
3
.995
2
E
139
- 22
ND
AV
E N
: (34
TH
ST
N -
to-
58T
H S
T N
) S
P
11
SA
4U
D
2.01
0
1.49
T
21
,188
1,10
7
1,67
6
.661
0
B
140
- 22
ND
AV
E N
: (72
ND
ST
N -
to-
66T
H S
T N
) S
P
11
SA
4D
D
.685
2.92
T
13
,914
727
1,
683
.4
32
0
C
141
- 22
ND
AV
E N
: (58
TH
ST
N -
to-
66T
H S
T N
) S
P
11
SA
4D
D
1.01
6
1.97
T
21
,188
1,10
7
1,76
4
.628
0
B
142
- 22
ND
AV
E N
: (72
ND
ST
N -
to-
PA
RK
ST
) S
P
11
SA
2D
D
.897
1.11
T
6,
800
35
5
832
.4
27
0
B
143
- 22
ND
AV
E N
: (I-
275
-to-
1S
T S
T N
) S
P
11
SA
4U
D
1.59
8
2.50
T
21
,875
1,14
3
1,59
9
.715
0
D
144
- 22
ND
AV
E N
E: (
1ST
ST
N -
to-
CO
FF
EE
PO
T B
LVD
) S
P
11
NM
C
2D
D
.470
.00
T
10,4
23
545
1,
512
.3
60
0
C
145
- 22
ND
AV
E S
: (4T
H S
T S
-to
- 31
ST
ST
S)
SP
11
S
A
4U
D
2.
246
1.
78
T
10
,031
524
1,
676
.3
13
0
B
146
- 22
ND
AV
E S
: (31
ST
ST
S -
to-
34T
H S
T S
) S
P
11
SA
6D
D
.253
7.91
T
17
,279
903
2,
313
.3
90
0
C
147
- 22
ND
AV
E S
: (34
TH
ST
S -
to-
58T
H S
T S
) C
R
11
SA
4U
D
2.00
5
2.00
T
18
,555
969
1,
599
.6
06
0
C
160
- 28
TH
ST
N: (
RO
OS
EV
ELT
BLV
D -
to-
118T
H A
VE
N)
CR
10
S
A
6D
D
.5
31
1.88
T
13
,535
707
2,
646
.2
67
0
B
161
- 28
TH
ST
N: (
118T
H A
VE
N -
to-
FR
ON
TA
GE
RD
) C
R
10
NA
4D
D
2.04
5
.00
T
8,84
9
462
3,
760
.1
23
0
B
162
- 28
TH
ST
N: (
38T
H A
VE
N -
to-
HA
INE
S R
D)
CR
14
S
A
2U
D
1.
193
1.
68
T
6,
795
35
5
792
.4
48
0
B
163
- 28
TH
ST
N: (
HA
INE
S R
D -
to-
62N
D A
VE
N)
CR
14
N
A
2U
D
.3
12
.00
T
6,79
5
355
1,
440
.2
47
0
B
164
- 28
TH
ST
N: (
38T
H A
VE
N -
to-
22N
D A
VE
N)
SP
11
S
A
2U
D
1.
005
1.
99
T
7,
907
41
3
774
.5
34
0
C
165
- 28
TH
ST
N: (
22N
D A
VE
N -
to-
9TH
AV
E N
) S
P
11
SA
2U
D
.754
2.65
T
6,
674
34
9
774
.4
51
0
C
166
- 28
TH
ST
N: (
9TH
AV
E N
-to
- C
EN
TR
AL
AV
E)
SP
11
S
A
4U
D
.6
88
4.36
T
5,
440
28
4
1,59
9
.178
0
C
182
- 31
ST
ST
S: (
22N
D A
VE
S -
to-
26T
H A
VE
S)
SP
11
S
A
4D
D
.2
51
3.98
T
10
,631
555
1,
683
.3
30
0
C
183
- 31
ST
ST
S: (
26T
H A
VE
S -
to-
54T
H A
VE
S)
SP
11
S
A
2D
D
1.
753
.5
7
T
10
,631
555
83
2
.667
0
C
184
- 31
ST
ST
S: (
54T
H A
VE
S -
to-
PIN
ELL
AS
PO
INT
DR
) S
P
11
SA
4D
D
.708
1.41
T
10
,631
555
1,
764
.3
15
0
B
196
- 38
TH
AV
E N
: (I-
275
-to-
34T
H S
T N
) C
R
11
SA
4D
D
1.04
2
1.92
T
28
,659
1,49
7
1,76
4
.849
0
C
197
- 38
TH
AV
E N
: (I-
275
-to-
4T
H S
T N
) C
R
11
SA
4D
D
1.47
7
2.71
T
23
,226
1,21
4
1,68
3
.721
0
D
198
- 38
TH
AV
E N
: (34
TH
ST
N -
to-
49T
H S
T N
) C
R
11
SA
4D
D
1.25
7
2.39
T
28
,659
1,49
7
1,68
3
.889
0
D
199
- 38
TH
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) C
R
11
SA
4D
D
1.75
0
1.14
T
24
,704
1,29
1
1,76
4
.732
0
B
200
- 38
TH
AV
E N
: (66
TH
ST
N -
to-
TY
RO
NE
BLV
D)
CR
11
S
A
4D
D
1.
266
1.
58
T
20
,750
1,08
4
1,76
4
.615
0
B
203
- 40
TH
AV
E N
| 38
TH
AV
E N
: (4T
H S
T N
-to
- 1S
T S
T N
) S
P
11
SA
4U
D
.303
3.30
T
17
,792
930
1,
599
.5
82
0
C
204
- 40
TH
AV
E N
E: (
1ST
ST
N -
to-
SH
OR
E A
CR
ES
BLV
D)
SP
11
N
A
2D
D
1.
582
.0
0
T
17
,792
930
1,
512
.6
15
0
D
210
- 43
RD
ST
N: (
78T
H A
VE
N -
to-
PA
RK
BLV
D)
PP
10
S
MC
2D
D
.280
3.57
T
4,
960
25
9
587
.4
41
0
C
16
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
211
- 43
RD
ST
N: (
78T
H A
VE
N -
to-
82N
D A
VE
N)
PP
10
N
C
2U
D
.2
40
.00
T
4,96
0
259
1,
440
.1
80
0
B
212
- 43
RD
ST
N: (
PA
RK
BLV
D -
to-
70T
H A
VE
N)
PP
10
S
MC
2D
D
.280
3.57
T
3,
617
18
9
587
.3
22
0
C
216
- 46
TH
AV
E N
: (P
AR
K S
T -
to-
66T
H S
T N
) C
R
14
SM
C
2U
D
1.55
4
1.29
T
6,
260
32
7
572
.5
72
0
B
217
- 46
TH
AV
E N
: (66
TH
ST
N -
to-
49T
H S
T N
) C
R
14
SM
C
2U
D
1.74
8
1.72
T
4,
545
23
7
572
.4
14
0
B
220
- 49
TH
ST
N: (
CE
NT
RA
L A
VE
-to
- 22
ND
AV
E N
) C
R
11
SA
4U
D
1.43
9
2.78
T
17
,929
937
1,
599
.5
86
0
C
221
- 49
TH
ST
N: (
SR
688
| U
LME
RT
ON
RD
-to
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
) C
R
10
SA
6D
D
1.02
5
1.95
T
35
,766
1,86
9
2,64
6
.706
0
B
222
- 49
TH
ST
N: (
SR
688
| U
LME
RT
ON
RD
-to
- 14
4TH
AV
E N
) C
R
08
SA
6D
D
.616
3.25
T
42
,515
2,22
1
2,54
7
.872
0
D
223
- 49
TH
ST
N: (
BR
YA
N D
AIR
Y R
D |
118T
H A
VE
N -
to-
94T
H A
VE
N)
CR
10
S
A
6D
D
1.
485
2.
02
T
29
,016
1,51
6
2,54
7
.595
0
C
224
- 49
TH
ST
N: (
144T
H A
VE
N -
to-
SR
686
| R
OO
SE
VE
LT B
LVD
) C
R
08
NA
6D
D
.492
.00
T
42,5
15
2,22
1
5,65
0
.393
0
B
225
- 49
TH
ST
N: (
94T
H A
VE
N -
to-
PA
RK
BLV
D)
CR
10
S
A
6D
D
1.
254
3.
19
T
29
,729
1,55
3
2,54
7
.610
0
C
226
- 49
TH
ST
N: (
PA
RK
BLV
D -
to-
54T
H A
VE
N)
CR
10
S
A
6D
D
1.
253
2.
39
T
36
,179
1,89
0
2,54
7
.742
0
D
227
- 49
TH
ST
N: (
54T
H A
VE
N -
to-
38T
H A
VE
N)
CR
14
S
A
6D
D
1.
008
1.
98
T
28
,410
1,48
4
2,64
6
.561
0
B
228
- 49
TH
ST
N: (
38T
H A
VE
N -
to-
22N
D A
VE
N)
CR
11
S
A
4U
D
1.
249
1.
60
T
20
,641
1,07
8
1,67
6
.643
0
B
229
- 49
TH
ST
S: (
CE
NT
RA
L A
VE
-to
- G
ULF
PO
RT
BLV
D)
GP
11
S
A
4U
D
1.
559
3.
21
T
15
,568
813
1,
599
.5
08
0
C
231
- 52
ND
ST
N: (
PA
RK
BLV
D |
74T
H A
VE
N -
to-
70T
H A
VE
N)
PP
10
N
C
2U
D
.5
07
.00
T
2,62
7
136
1,
440
.0
94
0
B
232
- 52
ND
ST
N: (
PA
RK
BLV
D |
74T
H A
VE
N -
to-
82N
D A
VE
N)
PP
10
S
C
2U
D
.5
00
4.00
T
4,
336
23
1
559
.4
13
0
C
233
- 52
ND
ST
N: (
82N
D A
VE
N -
to-
94T
H A
VE
N)
PP
10
N
C
2U
D
.7
53
.00
T
2,55
1
132
1,
440
.0
92
0
B
236
- 54
TH
AV
E N
: (U
S 1
9 -t
o- H
AIN
ES
RD
) C
R
14
SA
4U
D
.659
3.03
T
20
,766
1,08
5
1,59
9
.679
0
C
237
- 54
TH
AV
E N
: (H
AIN
ES
RD
-to
- I-
275
RA
MP
E)
CR
14
S
A
6D
D
.3
44
5.81
T
20
,766
1,08
5
2,31
3
.469
0
D
239
- 54
TH
AV
E N
: (I-
275
RA
MP
E -
to-
4TH
ST
N)
CR
11
S
A
4D
D
1.
518
1.
98
T
20
,766
1,08
5
1,76
4
.615
0
B
241
- 54
TH
AV
E N
: (A
LT U
S 1
9 | S
EM
INO
LE B
LVD
-to
- D
UH
ME
RD
) C
R
09
SM
C
2D
D
.508
1.97
T
8,
000
41
8
601
.6
96
0
C
242
- 54
TH
AV
E N
: (U
S 1
9 -t
o- 4
9TH
ST
N)
CR
14
S
A
4U
D
1.
250
1.
60
T
15
,900
831
1,
676
.4
96
0
B
243
- 54
TH
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) C
R
14
SA
4D
D
1.74
7
2.29
T
15
,281
798
1,
683
.4
74
0
C
244
- 54
TH
AV
E N
: (66
TH
ST
N -
to-
PA
RK
ST
) C
R
14
SA
4D
D
1.55
8
1.93
T
14
,811
774
1,
764
.4
39
0
B
245
- 54
TH
AV
E S
: (D
R M
AR
TIN
LU
TH
ER
KIN
G S
T S
-to
- 31
ST
ST
S)
SP
11
S
A
4D
D
1.
761
1.
70
T
15
,372
803
1,
764
.4
55
0
B
246
- 54
TH
AV
E S
: (34
TH
ST
S -
to-
31S
T S
T S
) S
P
11
SA
4D
D
.252
7.94
T
25
,290
1,32
1
1,53
0
.863
0
D
260
- 58
TH
ST
N: (
70T
H A
VE
N -
to-
54T
H A
VE
N)
PP
10
S
MC
2U
D
1.00
1
2.00
T
4,
983
26
0
559
.4
65
0
C
261
- 58
TH
ST
N: (
CE
NT
RA
L A
VE
-to
- 5T
H A
VE
N)
SP
11
S
A
4D
D
.4
34
4.61
T
19
,074
997
1,
530
.6
52
0
D
262
- 58
TH
ST
N: (
54T
H A
VE
N -
to-
38T
H A
VE
N)
CR
14
S
MC
2U
D
1.04
4
2.87
T
4,
983
26
0
559
.4
65
0
C
263
- 58
TH
ST
N: (
5TH
AV
E N
-to
- 22
ND
AV
E N
) S
P
11
SA
4D
D
1.00
3
2.99
T
19
,074
997
1,
683
.5
92
0
C
264
- 58
TH
ST
N: (
38T
H A
VE
N -
to-
22N
D A
VE
N)
SP
11
S
A
4D
D
1.
006
1.
99
T
10
,652
557
1,
764
.3
16
0
B
265
- 58
TH
ST
S: (
CE
NT
RA
L A
VE
-to
- 11
TH
AV
E S
) G
P
11
SA
4U
D
.809
2.47
T
10
,553
551
1,
599
.3
45
0
C
267
- 58
TH
ST
S: (
11T
H A
VE
S -
to-
GU
LFP
OR
T B
LVD
) G
P
11
SA
2U
D
.751
2.66
T
8,
671
45
3
774
.5
85
0
C
271
- 60
TH
ST
N: (
78T
H A
VE
N -
to-
110T
H A
VE
N)
PP
10
N
C
2U
D
2.
009
.0
0
T
2,
973
15
5
1,44
0
.108
0
B
274
- 62
ND
AV
E N
: (U
S 1
9 -t
o- 4
9TH
ST
N)
CR
10
S
A
2U
D
1.
242
.8
1
T
12
,944
676
79
2
.854
0
C
275
- 62
ND
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) C
R
10
SA
2U
D
1.74
8
1.72
T
8,
513
44
5
792
.5
62
0
B
276
- 62
ND
AV
E N
: (66
TH
ST
N -
to-
71S
T S
T N
) C
R
14
SM
C
2U
D
.503
1.99
T
4,
432
23
2
572
.4
06
0
B
277
- 62
ND
AV
E N
: (U
S 1
9 -t
o- 1
6TH
ST
N)
CR
14
S
A
4U
D
1.
502
2.
66
T
21
,748
1,13
6
1,59
9
.710
0
C
279
- 62
ND
AV
E N
: (16
TH
ST
N -
to-
1ST
ST
N)
CR
11
S
A
4D
D
1.
257
2.
39
T
19
,129
999
1,
683
.5
94
0
C
280
- 62
ND
AV
E N
: (1S
T S
T N
-to
- B
AY
OU
GR
AN
DE
BLV
D)
SP
11
N
A
4D
D
1.
549
.0
0
T
14
,181
741
3,
760
.1
97
0
B
281
- 62
ND
AV
E S
: (P
INE
LLA
S P
T D
R -
to-
DR
MA
RT
IN L
UT
HE
R K
ING
ST
S)
SP
11
S
MC
2U
D
1.46
6
2.05
T
7,
153
37
4
559
.6
69
0
D
288
- 62
ND
ST
N: (
102N
D A
VE
N -
to-
110T
H A
VE
N)
PP
10
N
C
2U
D
.4
99
.00
T
2,08
3
109
1,
440
.0
76
0
B
296
- 66
TH
ST
N: (
BR
YA
N D
AIR
Y R
D -
to-
PA
RK
BLV
D)
SR
10
S
A
6D
D
1.
798
2.
78
T
36
,708
1,91
8
2,83
0
.678
0
C
298
- 66
TH
ST
N: (
PA
RK
BLV
D -
to-
54T
H A
VE
N)
SR
10
S
A
6D
D
1.
254
2.
39
T
39
,500
2,06
4
2,83
0
.729
0
C
17
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
299
- 66
TH
ST
N: (
PA
SA
DE
NA
AV
E -
to-
TY
RO
NE
BLV
D)
SR
11
S
A
6D
D
1.
279
4.
69
T
39
,950
2,08
7
2,57
0
.812
0
D
300
- 66
TH
ST
N: (
54T
H A
VE
N -
to-
38T
H A
VE
N)
SR
14
S
A
6D
D
1.
006
1.
99
T
39
,125
2,04
4
2,94
0
.695
0
B
301
- 66
TH
ST
N: (
BR
YA
N D
AIR
Y R
D -
to-
ULM
ER
TO
N R
D)
SR
10
S
A
6D
D
1.
498
2.
00
T
37
,000
1,93
3
2,83
0
.683
0
C
302
- 66
TH
ST
N: (
TY
RO
NE
BLV
D -
to-
38T
H A
VE
N)
SR
11
S
A
6D
D
.9
58
3.13
T
39
,000
2,03
8
2,83
0
.720
0
C
303
- 66
TH
ST
N: (
ULM
ER
TO
N R
D -
to-
US
19)
S
R
07
SA
4D
D
.955
2.09
T
27
,500
1,43
7
1,87
0
.768
0
D
306
- 70
TH
AV
E N
: (U
S 1
9 -t
o- 4
9TH
ST
N)
PP
10
S
A
4U
D
1.
139
1.
76
T
9,
575
50
0
1,67
6
.298
0
B
307
- 70
TH
AV
E N
: (49
TH
ST
N -
to-
58T
H S
T N
) P
P
10
SA
4U
D
.763
1.31
T
10
,265
536
1,
676
.3
20
0
B
308
- 70
TH
AV
E N
: (58
TH
ST
N -
to-
66T
H S
T N
) P
P
10
SA
2D
D
.983
1.02
T
6,
774
35
4
832
.4
25
0
B
311
- 71
ST
ST
N: (
PA
RK
BLV
D -
to-
70T
H A
VE
N)
CR
10
N
A
6D
D
.2
49
.00
T
18,5
02
967
5,
650
.1
71
0
B
312
- 71
ST
ST
N: (
70T
H A
VE
N -
to-
54T
H A
VE
N)
CR
14
S
A
4D
D
1.
004
1.
99
T
15
,984
835
1,
683
.4
96
0
C
314
- 71
ST
ST
N: (
54T
H A
VE
N -
to-
38T
H A
VE
N)
CR
14
S
A
2U
D
1.
004
1.
99
T
8,
447
44
1
774
.5
70
0
C
322
- 78
TH
AV
E N
: (U
S 1
9 -t
o- 4
9TH
ST
N)
PP
10
S
C
2D
D
.8
37
1.19
T
6,
565
34
3
601
.5
71
0
B
323
- 78
TH
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) P
P
10
SM
C
2D
D
1.75
0
1.71
T
6,
877
35
9
601
.5
97
0
C
324
- 78
TH
AV
E N
: (66
TH
ST
N -
to-
BE
LCH
ER
RD
) P
P
10
SM
C
2U
D
.506
1.98
T
3,
563
18
6
572
.3
25
0
B
325
- 82
ND
AV
E N
: (U
S 1
9 -t
o- 4
9TH
ST
N)
PP
10
S
MC
2U
D
.680
1.47
T
5,
059
26
4
572
.4
62
0
B
326
- 82
ND
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) P
P
10
SM
C
2D
D
1.75
0
.57
T
4,45
3
233
60
1
.388
0
B
327
- 82
ND
AV
E N
: (66
TH
ST
N -
to-
BE
LCH
ER
RD
) P
P
10
NC
2U
D
.507
.00
T
2,01
9
105
1,
440
.0
73
0
B
338
- 86
TH
AV
E N
: (S
EM
INO
LE B
LVD
-to
- D
UH
ME
RD
| 11
3TH
ST
N)
CR
09
S
MC
2U
D
.501
2.00
T
4,
560
23
8
559
.4
26
0
C
340
- 86
TH
AV
E N
: (D
UH
ME
RD
| 11
3TH
ST
N -
to-
OA
KH
UR
ST
RD
) C
R
09
SM
C
2U
D
2.00
7
1.49
T
6,
867
35
9
572
.6
28
0
C
347
- 94
TH
AV
E N
: (49
TH
ST
N -
to-
66T
H S
T N
) P
P
10
SM
C
2D
D
1.75
5
.57
T
5,32
6
278
60
1
.463
0
B
361
- 10
2ND
AV
E N
: (66
TH
ST
N -
to-
US
19)
P
P
10
NM
C
2D
D
1.73
5
.00
T
5,44
9
285
1,
512
.1
88
0
B
362
- 10
2ND
AV
E N
: (A
LT U
S 1
9 -t
o- 1
13T
H S
T N
) C
R
09
SA
4D
D
.507
1.97
T
25
,104
1,31
2
1,76
4
.744
0
B
363
- 10
2ND
AV
E N
: (11
3TH
ST
N -
to-
RID
GE
RD
) C
R
09
NA
4D
D
.180
.00
T
19,8
66
1,03
8
3,76
0
.276
0
B
364
- 10
2ND
AV
E N
: (R
IDG
E R
D -
to-
VO
NN
RD
) C
R
09
SA
2U
D
1.33
2
1.50
T
15
,599
815
79
2
1.02
9 2
F
365
- 10
2ND
AV
E N
: (V
ON
N R
D -
to-
137T
H S
T N
) C
R
09
NA
2U
D
.757
.00
T
14,6
28
764
1,
440
.5
31
0
C
366
- 10
2ND
AV
E N
: (13
7TH
ST
N -
to-
OA
KH
UR
ST
RD
) C
R
09
SA
4D
D
.254
3.94
T
14
,628
764
1,
683
.4
54
0
C
367
- 10
2ND
AV
E N
: (O
AK
HU
RS
T R
D -
to-
HA
MLI
N B
LVD
) C
R
09
NA
4D
D
.505
.00
T
14,6
28
764
3,
760
.2
03
0
B
373
- 11
0TH
AV
E N
: (43
RD
ST
N -
to-
49T
H S
T N
) P
P
10
SM
C
2U
D
.526
1.90
T
5,
678
29
7
572
.5
19
0
B
374
- 11
0TH
AV
E N
: (49
TH
ST
N -
to-
US
19)
P
P
10
SM
C
2U
D
.877
1.14
T
5,
318
27
8
572
.4
86
0
B
375
- 11
0TH
AV
E N
: (U
S 1
9 -t
o- 6
2ND
ST
N)
PP
10
N
C
2U
D
.7
97
.00
T
3,27
8
171
1,
440
.1
19
0
B
376
- 11
3TH
ST
N: (
ULM
ER
TO
N R
D -
to-
102N
D A
VE
N)
CR
09
S
A
4D
D
2.
011
.9
9
T
20
,640
1,07
8
1,76
4
.611
0
B
379
- 11
8TH
AV
E N
: (B
ELC
HE
R R
D -
to-
66T
H S
T N
) C
R
10
SC
2U
D
1.10
2
1.81
T
4,
228
22
1
572
.3
86
0
B
382
- 11
8TH
AV
E N
: (62
ND
ST
N -
to-
66T
H S
T N
) C
R
10
SC
2U
D
.518
1.93
T
4,
982
26
0
572
.4
55
0
B
388
- 12
5TH
ST
N: (
PA
RK
BLV
D -
to-
102N
D A
VE
N)
CR
09
S
C
2U
D
1.
506
1.
33
T
4,
243
22
2
572
.3
88
0
B
410
- 14
2ND
AV
E N
: (66
TH
ST
N -
to-
BE
LCH
ER
RD
) C
R
07
SM
C
2U
D
1.02
0
.98
T
8,92
3
466
57
2
.815
0
C
421
- A
LDE
RM
AN
RD
: (A
LT U
S 1
9 -t
o- U
S 1
9)
CR
03
S
A
4D
D
2.
013
1.
49
T
15
,633
817
1,
764
.4
63
0
B
422
- A
LDE
RM
AN
RD
: (U
S 1
9 -t
o- H
IGH
LAN
DS
BLV
D)
CR
03
N
MC
2U
D
1.48
1
.00
T
10,6
96
559
1,
440
.3
88
0
C
425
- A
LT U
S 1
9 | B
AY
PIN
ES
BLV
D: (
W E
ND
OF
BR
IDG
E -
to-
PA
RK
ST
) S
R
09
SA
4D
D
.927
1.08
T
47
,000
2,45
6
1,96
0
1.25
3 2
F
426
- A
LT U
S 1
9 | B
AY
PIN
ES
BLV
D: (
W E
ND
OF
BR
IDG
-to
- 10
0TH
WY
) S
R
09
SA
6D
D
.641
3.12
T
39
,000
2,03
8
2,83
0
.720
0
C
427
- A
LT U
S 1
9 | B
AY
PIN
ES
BLV
D: (
100T
H W
Y -
to-
SE
MIN
OLE
BLV
D)
SR
09
N
A
6D
D
.6
36
.00
T
39,0
00
2,03
8
5,65
0
.361
0
B
428
- A
LT U
S 1
9 | B
AY
SH
OR
E B
LVD
: (S
KIN
NE
R B
LVD
-to
- C
UR
LEW
RD
) S
R
04
SA
2D
D
2.45
3
1.22
T
20
,506
1,07
1
924
1.
159
2
F
429
- A
LT U
S 1
9 | B
AY
SH
OR
E B
LVD
: (C
UR
LEW
RD
-to
- T
AM
PA
RD
) S
R
03
SA
2D
D
1.47
9
.68
T
16,8
00
878
92
4
.950
1
D
430
- A
LT U
S 1
9 | B
RO
AD
WA
Y: (
MA
IN S
T -
to-
SK
INN
ER
BLV
D)
SR
04
S
A
2U
D
.2
55
3.92
T
16
,568
866
86
0
1.00
7 2
F
431
- A
LT U
S 1
9 | C
HE
ST
NU
T S
T: (
MY
RT
LE A
VE
-to
- C
OU
RT
ST
) S
R
06
NA
3O
D
.185
.00
T
16,0
00
1,52
0
6,78
0
.224
0
B
18
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
432
- A
LT U
S 1
9 | C
OU
RT
ST
: (C
HE
ST
NU
T S
T -
to-
FT
HA
RR
ISO
N A
VE
) S
R
06
SA
4O
D
.476
4.20
T
14
,500
1,37
8
4,53
6
.304
0
C
433
- A
LT U
S 1
9 | C
OU
RT
ST
: (C
HE
ST
NU
T S
T -
to-
MIS
SO
UR
I AV
E)
SR
06
S
A
4D
D
.3
18
3.14
T
30
,500
1,59
4
1,87
0
.852
0
D
434
- A
LT U
S 1
9 | E
DG
EW
AT
ER
DR
: (M
YR
TLE
AV
E -
to-
BR
OA
DW
AY
AV
E)
SR
06
S
A
2U
D
2.
091
.9
6
T
14
,893
778
88
0
.884
0
C
435
- A
LT U
S 1
9 | M
ISS
OU
RI A
VE
: (C
OU
RT
ST
-to
- B
ELL
EA
IR R
D)
SR
06
S
A
6D
D
1.
512
2.
65
T
27
,667
1,44
6
2,83
0
.511
0
C
436
- A
LT U
S 1
9 | M
ISS
OU
RI A
VE
: (B
ELL
EA
IR R
D -
to-
E B
AY
DR
) S
R
07
SA
6D
D
1.53
1
3.27
T
30
,995
1,61
9
2,83
0
.572
0
C
437
- A
LT U
S 1
9 | M
YR
TLE
AV
E: (
CH
ES
TN
UT
ST
-to
- D
RE
W S
T)
SR
06
S
A
4U
D
.5
00
6.00
T
16
,100
841
1,
577
.5
33
0
D
438
- A
LT U
S 1
9 | M
YR
TLE
AV
E: (
DR
EW
ST
-to
- F
AIR
MO
NT
ST
) S
R
06
SA
4U
D
.988
4.05
T
11
,856
619
1,
776
.3
49
0
C
439
- A
LT U
S 1
9 | M
YR
TLE
AV
E: (
FA
IRM
ON
T S
T -
to-
ED
GE
WA
TE
R D
R)
SR
06
N
A
2U
D
.0
91
.00
T
11,5
00
601
1,
440
.4
17
0
C
440
- A
LT U
S 1
9 | P
ALM
HA
RB
OR
BLV
D: (
TA
MP
A R
D -
to-
ALD
ER
MA
N R
D)
SR
03
S
A
2D
D
1.
916
.5
2
T
21
,000
1,09
7
924
1.
187
2
F
441
- A
LT U
S 1
9 | P
ALM
HA
RB
OR
BLV
D: (
ALD
ER
MA
N R
D -
to-
KLO
ST
ER
MA
N R
D)
SR
03
S
A
2D
D
2.
246
.4
5
T
16
,800
878
92
4
.950
1
D
442
- A
LT U
S 1
9 | P
INE
LLA
S A
VE
: (K
LOS
TE
RM
AN
RD
-to
- M
ER
ES
BLV
D)
SR
01
S
A
2U
D
1.
056
.9
5
T
16
,500
862
88
0
.980
1
D
443
- A
LT U
S 1
9 | P
INE
LLA
S A
VE
: (M
ER
ES
BLV
D -
to-
TA
RP
ON
AV
E)
SR
01
S
A
2D
D
.5
95
5.04
T
16
,500
862
83
0
1.03
9 2
F
444
- A
LT U
S 1
9 | P
INE
LLA
S A
VE
: (T
AR
PO
N A
VE
-to
- A
NC
LOT
E B
LVD
) S
R
01
SA
2U
D
2.00
4
1.50
T
15
,432
806
88
0
.916
1
C
445
- A
LT U
S 1
9 | S
EM
INO
LE B
LVD
: (B
AY
PIN
ES
BLV
D -
to-
PA
RK
BLV
D)
SR
09
S
A
6D
D
1.
529
2.
62
T
35
,500
1,85
5
2,83
0
.655
0
C
446
- A
LT U
S 1
9 | S
EM
INO
LE B
LVD
: (P
AR
K B
LVD
-to
- 10
2ND
AV
E N
) S
R
09
SA
6D
D
1.76
6
1.70
T
34
,428
1,79
9
2,94
0
.612
0
B
447
- A
LT U
S 1
9 | S
EM
INO
LE B
LVD
: (10
2ND
AV
E N
-to
- U
LME
RT
ON
RD
) S
R
09
SA
6D
D
2.02
6
2.47
T
33
,770
1,76
4
2,83
0
.623
0
C
448
- A
LT U
S 1
9 | S
EM
INO
LE B
LVD
: (U
LME
RT
ON
RD
-to
- E
BA
Y D
R)
SR
07
S
A
6D
D
1.
521
1.
31
T
33
,000
1,72
4
2,94
0
.586
0
B
449
- A
LT U
S 1
9 | T
YR
ON
E B
LVD
: (5T
H A
VE
N -
to-
9TH
AV
E N
) S
R
11
SA
4D
D
.252
3.97
T
19
,300
1,00
8
1,87
0
.539
0
C
450
- A
LT U
S 1
9 | T
YR
ON
E B
LVD
: (9T
H A
VE
N -
to-
66T
H S
T N
) S
R
11
SA
4D
D
1.18
8
1.68
T
30
,640
1,60
1
1,96
0
.817
0
C
451
- A
LT U
S 1
9 | T
YR
ON
E B
LVD
: (66
TH
ST
N -
to-
38T
H A
VE
N)
SR
11
S
A
4D
D
1.
651
1.
21
T
33
,000
1,72
4
1,96
0
.880
0
C
452
- A
LT U
S 1
9 | T
YR
ON
E B
LVD
: (38
TH
AV
E N
-to
- P
AR
K S
T)
SR
11
S
A
6D
D
.2
99
3.34
T
41
,000
2,14
2
2,83
0
.757
0
D
453
- A
NC
LOT
E B
LVD
: (A
NC
LOT
E R
D -
to-
ALT
US
19)
C
R
01
SM
C
2U
D
2.06
3
.48
T
8,01
6
419
57
2
.733
0
C
454
- A
NC
LOT
E R
D: (
ALT
US
19
-to-
AN
CLO
TE
BLV
D)
CR
01
N
C
2U
D
2.
416
.0
0
T
2,
766
14
5
1,44
0
.101
0
B
470
- B
AY
SH
OR
E B
LVD
: (S
R 6
0 -t
o- M
AIN
ST
) C
L 06
N
MC
2U
D
2.46
3
.00
T
9,30
7
486
1,
440
.3
38
0
C
476
- B
AY
SID
E B
RID
GE
: (S
R 6
86 |
RO
OS
EV
ELT
BLV
D -
to-
GU
LF-T
O-B
AY
BLV
D)
CR
08
N
A
6D
D
3.
598
.0
0
T
64
,680
3,45
1
5,65
0
.611
0
C
487
- B
EC
KE
TT
WA
Y: (
US
19
-to-
OLD
DIX
IE H
WY
) C
R
01
SC
2U
D
.501
2.00
T
4,
545
23
7
559
.4
24
0
C
489
- B
ELC
HE
R R
D: (
BR
YA
N D
AIR
Y R
D -
to-
ULM
ER
TO
N R
D)
CR
10
S
A
6D
D
1.
519
1.
97
T
21
,056
1,10
0
2,64
6
.416
0
B
490
- B
ELC
HE
R R
D: (
BR
YA
N D
AIR
Y R
D -
to-
PA
RK
BLV
D)
CR
10
S
A
6D
D
2.
488
.8
0
T
21
,056
1,10
0
2,64
6
.416
0
B
491
- B
ELC
HE
R R
D: (
ULM
ER
TO
N R
D -
to-
EA
ST
BA
Y D
R)
CR
07
S
A
6D
D
1.
527
1.
31
T
27
,694
1,44
7
2,64
6
.547
0
B
492
- B
ELC
HE
R R
D: (
EA
ST
BA
Y D
R -
to-
BE
LLE
AIR
RD
) C
R
07
SA
4D
D
1.52
3
1.31
T
29
,612
1,54
7
1,76
4
.877
0
C
493
- B
ELC
HE
R R
D: (
BE
LLE
AIR
RD
-to
- G
ULF
-TO
-BA
Y B
LVD
) C
R
06
SA
4D
D
1.51
6
3.96
T
29
,612
1,54
7
1,68
3
.919
1
D
494
- B
ELC
HE
R R
D: (
GU
LF-T
O-B
AY
BLV
D -
to-
NE
CO
AC
HM
AN
RD
) C
R
06
SA
4U
D
.805
3.73
T
26
,960
1,40
9
1,59
9
.881
0
D
495
- B
ELC
HE
R R
D: (
NE
CO
AC
HM
AN
RD
-to
- S
UN
SE
T P
OIN
T R
D)
CR
06
S
A
4D
D
1.
237
.8
1
T
28
,874
1,50
9
1,76
4
.855
0
C
496
- B
ELC
HE
R R
D: (
SU
NS
ET
PO
INT
RD
-to
- C
OU
NT
RY
SID
E B
LVD
) C
R
06
SA
6D
D
1.35
3
2.22
T
30
,789
1,60
9
2,54
7
.632
0
C
497
- B
ELC
HE
R R
D: (
CO
UN
TR
YS
IDE
BLV
D -
to-
CU
RLE
W R
D)
CR
06
S
A
4D
D
2.
948
1.
36
T
21
,372
1,11
7
1,76
4
.633
0
B
498
- B
ELC
HE
R R
D: (
CU
RLE
W R
D -
to-
TA
MP
A R
D)
CR
03
S
A
4D
D
1.
293
.7
7
T
20
,199
1,05
5
1,76
4
.598
0
B
499
- B
ELC
HE
R R
D: (
TA
MP
A R
D -
to-
ALD
ER
MA
N R
D)
CR
03
S
A
4D
D
1.
799
1.
11
T
22
,125
1,15
6
1,76
4
.655
0
B
500
- B
ELC
HE
R R
D: (
ALD
ER
MA
N R
D -
to-
KLO
ST
ER
MA
N R
D)
CR
03
S
A
4D
D
1.
912
.5
2
T
16
,564
865
1,
764
.4
90
0
B
501
- B
ELL
EA
IR B
EA
CH
CS
WY
: (IN
DIA
N R
OC
KS
RD
-to
- G
ULF
BLV
D)
CR
07
S
A
2D
D
1.
679
.6
0
T
16
,118
842
83
2
1.01
2 2
F
502
- B
ELL
EA
IR R
D: (
MIS
SO
UR
I AV
E -
to-
MLK
JR
AV
E)
CR
07
S
MC
2U
D
.252
3.97
T
9,
919
51
8
559
.9
27
1
D
503
- B
ELL
EA
IR R
D: (
MIS
SO
UR
I AV
E -
to-
KE
EN
E R
D)
CR
07
S
MC
2U
D
1.52
3
1.97
T
9,
919
51
8
572
.9
06
1
C
504
- B
ELL
EA
IR R
D: (
MLK
JR
AV
E -
to-
CLW
TR
-LA
RG
O R
D)
CR
06
N
MC
2U
D
.374
.00
T
9,91
9
518
1,
440
.3
60
0
C
505
- B
ELL
EA
IR R
D: (
KE
EN
E R
D -
to-
US
19)
C
R
06
SM
C
2U
D
1.96
9
1.02
T
11
,403
596
57
2
1.04
2 2
F
506
- B
ELL
EV
IEW
BLV
D: (
CLW
TR
-LA
RG
O R
D -
to-
IND
IAN
RO
CK
S R
D)
BL
07
NM
C
2U
D
.249
.00
T
7,84
7
410
1,
440
.2
85
0
C
19
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
507
- B
ELT
RE
ES
ST
: (E
DG
EW
AT
ER
DR
-to
- P
AT
RIC
IA A
VE
) D
N
04
SC
2U
D
1.02
7
2.92
T
2,
779
14
5
559
.2
59
0
C
508
- B
ELT
RE
ES
ST
| S
CO
TS
DA
LE S
T: (
KE
EN
E R
D -
to-
PA
TR
ICIA
AV
E)
DN
04
S
C
2U
D
.9
15
1.09
T
1,
855
97
572
.1
70
0
B
512
- B
LIN
D P
AS
S R
D: (
75T
H A
VE
| C
OR
EY
AV
E -
to-
W G
ULF
BL)
S
R
12
SA
4D
D
1.41
4
1.41
T
16
,307
852
1,
960
.4
35
0
B
518
- B
RY
AN
DA
IRY
RD
: (B
ELC
HE
R R
D -
to-
ST
AR
KE
Y R
D)
CR
09
S
A
6D
D
1.
025
3.
90
T
44
,730
2,33
7
2,54
7
.918
1
D
519
- B
RY
AN
DA
IRY
RD
: (S
TA
RK
EY
RD
-to
- 98
TH
ST
N)
CR
09
S
A
6D
D
1.
118
1.
79
T
41
,000
2,14
2
2,64
6
.810
0
B
520
- B
RY
AN
DA
IRY
RD
: (98
TH
ST
N -
to-
ALT
19)
C
R
09
SA
4D
D
.755
1.32
T
41
,000
2,14
2
1,76
4
1.21
4 2
F
521
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
: (28
TH
ST
N -
to-
34T
H S
T N
) C
R
10
SA
4D
D
.501
3.99
T
21
,129
1,10
4
1,68
3
.656
0
C
522
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
: (U
S 1
9 -t
o- B
ELC
HE
R R
D)
CR
10
S
A
6D
D
2.
205
.4
5
T
46
,854
2,44
8
2,64
6
.925
1
C
523
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
: (34
TH
ST
N -
to-
40T
H S
T N
) C
R
10
NA
4D
D
.483
.00
T
41,2
91
2,15
7
3,76
0
.574
0
C
524
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
: (40
TH
ST
N -
to-
49T
H S
T N
) C
R
10
SA
6D
D
.775
1.29
T
41
,291
2,15
7
2,64
6
.815
0
B
527
- C
EN
TR
AL
AV
E: (
34T
H S
T N
-to
- 58
TH
ST
N)
CR
11
S
A
4D
D
2.
008
1.
99
T
12
,934
676
1,
683
.4
02
0
C
528
- C
EN
TR
AL
AV
E: (
58T
H S
T N
-to
- P
AR
K S
T)
CR
11
S
A
4D
D
1.
645
3.
04
T
17
,078
892
1,
683
.5
30
0
C
529
- C
EN
TR
AL
AV
E: (
34T
H S
T N
-to
- 31
ST
ST
N)
SP
11
S
A
4U
D
.2
52
7.94
T
7,
984
41
7
1,45
4
.287
0
C
530
- C
EN
TR
AL
AV
E: (
31S
T S
T N
-to
- 3R
D S
T N
) S
P
11
SA
2U
D
2.34
1
3.84
T
6,
359
33
2
774
.4
29
0
C
534
- C
HE
ST
NU
T S
T: (
CO
UR
T S
T C
ON
NE
CT
ION
-to
- F
T H
AR
RIS
ON
AV
E)
SR
06
S
A
2O
D
.2
25
8.89
T
16
,000
1,52
0
1,99
2
.763
0
D
535
- C
HE
ST
NU
T S
T: (
FT
HA
RR
ISO
N A
VE
-to
- M
YR
TLE
AV
E)
SR
06
S
A
4O
D
.2
52
3.97
T
16
,000
1,52
0
4,53
6
.335
0
C
539
- C
LEA
RW
AT
ER
-LA
RG
O R
D: (
BE
LLE
AIR
RD
-to
- W
BA
Y D
R)
LA
07
SA
4D
D
1.56
4
2.56
T
22
,150
1,15
7
1,68
3
.687
0
C
540
- C
LEA
RW
AT
ER
-LA
RG
O R
D: (
W B
AY
DR
-to
- U
LME
RT
ON
RD
) C
R
07
SA
6D
D
1.54
2
1.30
T
24
,643
1,28
8
2,64
6
.487
0
B
543
- C
LEV
ELA
ND
ST
: (M
YR
TLE
AV
E -
to-
GU
LF-T
O-B
AY
BLV
D)
CL
06
SA
4D
D
.970
3.09
T
9,
351
48
9
1,68
3
.291
0
C
549
- C
OM
ME
RC
E B
LVD
: (T
AM
PA
RD
-to
- D
OU
GLA
S R
D)
OLD
05
N
MC
2U
D
.235
.00
T
5,94
0
310
1,
440
.2
15
0
B
555
- C
OR
EY
CS
WY
| 75
TH
AV
E: (
GU
LF B
LVD
-to
- S
HO
RE
DR
) S
R
12
SA
4U
D
.789
5.07
T
25
,501
1,33
2
1,61
5
.825
0
D
556
- C
OR
ON
AD
O D
R: (
RO
UN
DA
BO
UT
-to
- H
AM
DE
N D
R)
CL
06
SA
2U
D
.696
4.31
T
6,
768
35
4
774
.4
57
0
C
558
- C
OU
NT
RY
SID
E B
LVD
: (B
ELC
HE
R R
D -
to-
US
19)
C
L 06
S
A
4D
D
.5
38
3.72
T
21
,500
1,12
3
1,68
3
.667
0
C
559
- C
OU
NT
RY
SID
E B
LVD
: (U
S 1
9 -t
o- S
R 5
80)
CL
06
SA
6D
D
.833
2.40
T
19
,510
1,01
9
2,54
7
.400
0
C
560
- C
OU
NT
RY
SID
E B
LVD
: (S
R 5
80 -
to-
N S
IDE
DR
) C
L 06
N
A
4D
D
1.
414
.0
0
T
11
,133
582
3,
760
.1
55
0
B
561
- C
OU
NT
RY
SID
E B
LVD
: (N
SID
E D
R -
to-
CU
RLE
W R
D)
CL
06
SA
2U
D
1.01
0
.99
T
11,1
33
582
79
2
.735
0
C
562
- C
OU
NT
RY
SID
E B
LVD
: (C
UR
LEW
RD
-to
- LA
KE
ST
GE
OR
GE
DR
) C
R
03
SC
2U
D
.361
2.77
T
4,
974
26
0
559
.4
65
0
C
564
- C
OU
RT
ST
: (M
ISS
OU
RI A
VE
-to
- H
IGH
LAN
D A
VE
) S
R
06
SA
4D
D
.755
2.65
T
35
,000
1,82
9
1,87
0
.978
2
E
565
- C
OU
RT
ST
: (F
T H
AR
RIS
ON
AV
E -
to-
OA
K A
VE
) S
R
06
SA
3O
D
.105
9.52
T
14
,500
1,37
8
2,98
8
.461
0
D
566
- C
OU
RT
ST
: (O
AK
AV
E -
to-
CH
ES
TN
UT
ST
CO
NN
EC
TIO
N)
SR
06
N
A
2O
D
.0
48
.00
T
14,5
00
1,37
8
4,51
2
.305
0
B
568
- C
OU
RT
NE
Y C
AM
PB
ELL
CS
WY
: (H
ILLS
BO
RO
UG
H C
L -t
o- B
AY
SH
OR
E B
LVD
) S
R
06
SA
4D
D
5.23
5
.38
T
53,0
00
2,76
9
1,96
0
1.41
3 2
F
569
- C
R 1
: (S
R 5
80 -
to-
CU
RLE
W R
D)
CR
04
S
A
4D
D
2.
039
1.
96
T
21
,780
1,13
8
1,76
4
.645
0
B
570
- C
R 1
| O
MA
HA
ST
: (C
UR
LEW
RD
-to
- T
AM
PA
RD
) C
R
03
SA
4D
D
1.44
8
.69
T
11,5
37
603
1,
764
.3
42
0
B
571
- C
R 1
| O
MA
HA
ST
: (T
AM
PA
RD
-to
- N
EB
RA
SK
A A
VE
) C
R
03
SA
2D
D
.752
1.33
T
9,
518
49
7
832
.5
97
0
C
572
- C
R 1
| O
MA
HA
ST
: (N
EB
RA
SK
A A
VE
-to
- A
LDE
RM
AN
RD
) C
R
03
SA
2D
D
1.00
8
1.98
T
7,
499
39
2
832
.4
71
0
B
574
- C
R 2
96 C
ON
NE
CT
OR
: (G
AT
EW
AY
EX
PR
ES
S -
to-
I-27
5)
SR
10
N
A
4G
D
1.
332
.0
0
T
33
,700
1,76
1
3,76
0
.468
0
B
580
- C
R 6
11 B
YP
AS
S: (
SO
UT
H S
PLI
T -
to-
NO
RT
H S
PLI
T)
CR
03
N
A
4D
D
.8
90
.00
T
38,9
34
2,03
4
3,76
0
.541
0
C
589
- C
UR
LEW
RD
: (S
R 5
84 |
TA
MP
A R
D -
to-
MC
MU
LLE
N B
OO
TH
RD
) S
R
05
SA
6D
D
.939
3.19
T
16
,300
852
2,
830
.3
01
0
C
590
- C
UR
LEW
RD
: (M
CM
ULL
EN
BO
OT
H R
D -
to-
US
19)
S
R
03
SA
6D
D
1.81
5
1.65
T
36
,387
1,90
1
2,94
0
.647
0
B
591
- C
UR
LEW
RD
: (U
S 1
9 -t
o- C
R 1
| O
MA
HA
ST
) S
R
04
SA
4D
D
1.28
6
1.56
T
29
,449
1,53
9
1,96
0
.785
0
B
592
- C
UR
LEW
RD
: (C
R 1
| O
MA
HA
ST
-to
- A
LT 1
9)
SR
04
S
A
2D
D
1.
295
.7
7
T
14
,000
732
92
4
.792
0
C
602
- D
IXIE
HW
Y: (
ALT
US
19
-to-
BE
CK
ET
T W
AY
) C
R
01
NC
2U
D
.625
.00
T
4,54
5
237
1,
440
.1
65
0
B
603
- D
IXIE
HW
Y: (
BE
CK
ET
T W
AY
-to
- P
AS
CO
CO
LIN
E)
CR
01
N
C
2U
D
.3
98
.00
T
4,54
5
237
1,
440
.1
65
0
B
607
- D
OU
GLA
S A
VE
: (S
TE
VE
NS
ON
S C
RE
EK
-to
- S
UN
SE
T P
OIN
T R
D)
CR
06
S
MC
4U
D
.487
4.11
T
4,
970
26
0
1,15
5
.225
0
C
20
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
608
- D
OU
GLA
S A
VE
: (S
UN
SE
T P
OIN
T R
D -
to-
UN
ION
ST
) C
R
06
NM
C
4U
D
.505
.00
T
4,97
0
260
3,
572
.0
73
0
B
609
- D
OU
GLA
S A
VE
: (U
NIO
N S
T -
to-
BE
LTR
EE
S S
T)
DN
04
S
MC
2D
D
.505
1.98
T
4,
970
26
0
601
.4
33
0
B
610
- D
OU
GLA
S A
VE
: (B
ELT
RE
ES
ST
-to
- M
AIN
ST
) D
N
04
SM
C
2U
D
.478
2.09
T
5,
507
28
8
559
.5
15
0
C
611
- D
OU
GLA
S A
VE
: (M
AIN
ST
-to
- S
KIN
NE
R B
LVD
) D
N
04
NM
C
2U
D
.282
.00
T
5,50
7
288
1,
440
.2
00
0
B
613
- D
OU
GLA
S R
D: (
CO
MM
ER
CE
BLV
D -
to-
RA
CE
TR
AC
K R
D)
OLD
05
S
MC
2U
D
1.03
0
.97
T
5,94
0
310
57
2
.542
0
B
614
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (9T
H A
VE
N -
to-
CE
NT
RA
L A
VE
) S
P
11
SA
4O
D
.690
11.5
9
T
9,
461
89
9
3,72
6
.241
0
C
615
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (9T
H A
VE
N -
to-
22N
D A
VE
N)
SP
11
S
A
4U
D
.7
53
1.33
T
15
,113
790
1,
676
.4
71
0
B
616
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (I-
275
-to-
GA
ND
Y B
LVD
) C
R
11
SA
4D
D
2.10
3
1.43
T
11
,788
616
1,
764
.3
49
0
B
617
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (22
ND
AV
E N
-to
- 38
TH
AV
E N
) S
P
11
SA
4D
D
1.02
2
2.94
T
13
,983
731
1,
683
.4
34
0
C
618
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (G
AN
DY
BLV
D -
to-
62N
D A
VE
N)
SP
11
S
A
4D
D
2.
310
2.
60
T
17
,263
902
1,
683
.5
36
0
C
619
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T N
: (62
ND
AV
E N
-to
- 38
TH
AV
E N
) S
P
11
SA
4D
D
1.48
4
1.35
T
15
,092
789
1,
764
.4
47
0
B
621
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T S
: (C
EN
TR
AL
AV
E -
to-
8TH
ST
S)
SP
11
S
A
4O
D
.6
56
10.6
7
T
12
,370
1,17
5
3,72
6
.315
0
C
622
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T S
: (8T
H S
T S
-to
- 26
TH
AV
E S
) S
P
11
SA
4D
D
1.15
7
3.46
T
16
,342
854
1,
683
.5
07
0
C
623
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T S
: (26
TH
AV
E S
-to
- 45
TH
AV
E S
) S
P
11
NA
4U
D
1.30
9
.00
T
13,5
94
710
3,
572
.1
99
0
B
624
- D
R M
AR
TIN
LU
TH
ER
KIN
G J
R S
T S
: (45
TH
AV
E S
-to
- 62
ND
AV
E S
) S
P
11
SA
4U
D
1.02
0
2.94
T
12
,594
658
1,
599
.4
12
0
C
627
- D
RE
W S
T: (
MC
MU
LLE
N B
OO
TH
RD
-to
- U
S 1
9)
CL
06
SA
4D
D
1.28
3
2.34
T
25
,622
1,33
9
1,68
3
.796
0
D
628
- D
RE
W S
T: (
FT
HA
RR
ISO
N A
VE
-to
- M
ISS
OU
RI A
VE
) S
R
06
SA
4U
D
.715
4.20
T
10
,275
537
1,
776
.3
02
0
C
629
- D
RE
W S
T: (
US
19
-to-
NE
CO
AC
HM
AN
RD
) C
R
06
SA
4D
D
1.40
6
2.13
T
28
,760
1,50
3
1,68
3
.893
0
D
630
- D
RE
W S
T: (
MIS
SO
UR
I AV
E -
to-
HIG
HLA
ND
AV
E)
SR
06
S
A
4U
D
.7
94
2.52
T
19
,200
1,00
3
1,77
6
.565
0
C
631
- D
RE
W S
T: (
HIG
HLA
ND
AV
E -
to-
N S
AT
UR
N A
VE
) S
R
06
SA
4U
D
.634
1.58
T
27
,500
1,43
7
1,86
2
.772
0
B
632
- D
RE
W S
T: (
N S
AT
UR
N A
VE
-to
- N
E C
OA
CH
MA
N R
D)
SR
06
S
A
4D
D
.7
38
4.07
T
26
,711
1,39
6
1,87
0
.747
0
D
636
- D
RU
ID R
D: (
US
19
-to-
BE
LCH
ER
RD
) C
L 06
S
MC
2D
D
1.09
0
.92
T
6,15
5
322
60
1
.536
0
B
637
- D
RU
ID R
D: (
BE
LCH
ER
RD
-to
- K
EE
NE
RD
) C
L 06
S
MC
2U
D
1.00
7
1.99
T
6,
155
32
2
572
.5
63
0
B
638
- D
RU
ID R
D: (
KE
EN
E R
D -
to-
HIG
HLA
ND
AV
E)
CL
06
SM
C
2U
D
.774
2.58
T
6,
155
32
2
559
.5
76
0
C
641
- D
UH
ME
RD
| 11
3TH
ST
: (W
ELC
H C
SW
Y -
to-
PA
RK
BLV
D)
CR
09
S
A
6D
D
2.
262
1.
77
T
16
,997
888
2,
646
.3
36
0
B
642
- D
UH
ME
RD
| 11
3TH
ST
: (P
AR
K B
LVD
-to
- 86
TH
AV
E N
) C
R
09
SA
6D
D
.614
1.63
T
20
,790
1,08
6
2,64
6
.410
0
B
643
- D
UH
ME
RD
| 11
3TH
ST
: (86
TH
AV
E N
-to
- 10
2ND
AV
E N
) C
R
09
SA
4D
D
1.01
6
1.97
T
20
,790
1,08
6
1,76
4
.616
0
B
645
- D
UN
ED
IN C
SW
Y B
LVD
: (D
RA
WB
RID
GE
-to
- A
LT U
S 1
9)
CR
04
S
A
4D
D
.8
59
1.16
T
10
,452
546
1,
764
.3
10
0
B
646
- E
AS
T L
AK
E R
D: (
NO
RT
H S
PLI
T -
to-
WO
OD
LAN
DS
BLV
D)
CR
02
S
A
6D
D
.6
58
1.52
T
61
,284
3,20
2
2,64
6
1.21
0 2
F
647
- E
AS
T L
AK
E R
D: (
WO
OD
LAN
DS
BLV
D -
to-
TA
RP
ON
WO
OD
S B
LVD
) C
R
02
SA
4D
D
.897
1.11
T
61
,284
3,20
2
1,76
4
1.81
5 2
F
648
- E
AS
T L
AK
E R
D: (
TA
RP
ON
WO
OD
S B
LVD
-to
- LA
NS
BR
OO
K P
KW
Y)
CR
02
S
A
4D
D
1.
830
1.
64
T
53
,132
2,77
6
1,76
4
1.57
4 2
F
649
- E
AS
T L
AK
E R
D: (
LAN
SB
RO
OK
PK
WY
-to
- K
EY
ST
ON
E R
D)
CR
02
S
A
4D
D
2.
357
1.
27
T
44
,569
2,32
9
1,76
4
1.32
0 2
F
650
- E
AS
T L
AK
E R
D: (
KE
YS
TO
NE
RD
-to
- T
RIN
ITY
BLV
D)
CR
02
S
A
4D
D
1.
199
.8
3
T
30
,034
1,56
9
1,76
4
.889
0
C
651
- E
AS
T L
AK
E R
D: (
TR
INIT
Y B
LVD
-to
- P
AS
CO
CO
LIN
E)
CR
02
N
A
4D
D
.5
16
.00
T
30,0
34
1,56
9
3,76
0
.417
0
B
652
- E
AS
T L
AK
E R
D E
AS
T S
ER
VIC
E R
D: (
TA
MP
A R
D -
to-
NO
RT
H S
PLI
T)
CR
02
S
A
4D
D
.6
37
3.14
T
27
,752
1,45
0
1,68
3
.862
0
D
660
- E
NT
ER
PR
ISE
RD
: (U
S 1
9 -t
o- M
CM
ULL
EN
BO
OT
H R
D)
CL
06
SA
4D
D
1.43
5
2.09
T
11
,067
578
1,
683
.3
43
0
C
661
- E
NT
ER
PR
ISE
RD
: (M
CM
ULL
EN
BO
OT
H R
D -
to-
PH
ILIP
PE
PK
WY
) C
R
05
SM
C
2U
D
1.51
6
.66
T
7,74
5
405
57
2
.708
0
C
666
- F
AIR
MO
NT
ST
: (M
LK J
R A
VE
-to
- S
TE
VE
NS
ON
S C
RE
EK
) C
L 06
N
MC
2D
D
.230
.00
T
4,97
0
260
1,
512
.1
72
0
B
679
- F
OR
ES
T L
AK
ES
BLV
D: (
SR
580
-to
- T
AM
PA
RD
) C
R
05
SA
2D
D
.467
2.14
T
17
,648
922
81
3
1.13
4 2
F
680
- F
OR
ES
T L
AK
ES
BLV
D: (
TA
MP
A R
D -
to-
PIN
E A
VE
) C
R
05
SA
4D
D
.807
2.48
T
22
,881
1,19
6
1,68
3
.711
0
C
681
- F
OR
ES
T L
AK
ES
BLV
D: (
PIN
E A
VE
-to
- H
ILLS
BO
RO
UG
H C
OU
NT
Y L
INE
) C
R
05
SA
2D
D
1.30
2
1.54
T
22
,881
1,19
6
832
1.
438
2
F
682
- F
T H
AR
RIS
ON
AV
E: (
BE
LLE
AIR
RD
-to
- C
HE
ST
NU
T S
T)
CL
06
SA
2D
D
1.55
1
4.51
T
17
,093
893
74
7
1.19
5 2
F
684
- F
T H
AR
RIS
ON
AV
E: (
CH
ES
TN
UT
ST
-to
- D
RE
W S
T)
CL
06
SA
2D
D
.498
8.03
T
14
,996
784
74
7
1.05
0 2
F
689
- G
AN
DY
BLV
D: (
4TH
ST
N -
to-
BR
IGH
TO
N B
LVD
) S
R
11
SA
4D
D
.745
1.34
T
50
,000
2,61
3
1,96
0
1.33
3 2
F
21
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
690
- G
AN
DY
BLV
D: (
BR
IGH
TO
N B
LVD
-to
- S
AN
MA
RT
IN B
LVD
) S
R
11
NA
4D
D
.329
.00
T
50,0
00
2,61
3
3,76
0
.695
0
D
691
- G
AN
DY
BLV
D: (
SA
N M
AR
TIN
BLV
D -
to-
PIN
ELL
AS
SH
OR
ELI
NE
) S
R
11
NA
4D
D
2.50
6
.00
T
32,7
17
1,70
9
3,76
0
.455
0
B
692
- G
AN
DY
BLV
D: (
4TH
ST
N -
to-
DR
ML
KIN
G J
R S
T N
) S
R
11
SA
4D
D
.547
3.66
T
31
,607
1,65
1
1,87
0
.883
0
D
693
- G
AN
DY
BLV
D: (
DR
ML
KIN
G J
R S
T N
-to
- I-
275
EA
ST
RA
MP
S)
SR
11
S
A
6D
D
.9
99
2.00
T
46
,260
2,41
7
2,83
0
.854
0
D
694
- G
AN
DY
BLV
D: (
I-27
5 E
AS
T R
AM
PS
-to
- G
RA
ND
AV
E |
GA
ND
Y A
CC
ES
S)
SR
11
S
A
6D
D
1.
128
.8
9
T
65
,000
3,39
6
2,94
0
1.15
5 2
F
695
- G
AN
DY
BLV
D: (
GR
AN
D A
VE
| G
AN
DY
AC
CE
SS
-to
- U
S 1
9)
SR
10
N
A
4D
D
.9
86
.00
T
65,0
00
3,39
6
3,76
0
.903
2
E
705
- G
AT
EW
AY
EX
PR
ES
S |
BR
YA
N D
AIR
Y R
D: (
US
19
-to-
49T
H S
T N
) C
R
10
SA
6D
D
.717
1.39
T
41
,291
2,15
7
2,64
6
.815
0
B
706
- G
AT
EW
AY
EX
PR
ES
S |
RO
OS
EV
ELT
BLV
D: (
ULM
ER
TO
N R
D -
to-
49T
H S
T N
B R
AM
P)
SR
08
S
A
4D
D
1.
283
1.
56
T
42
,000
2,19
4
1,96
0
1.11
9 2
F
711
- G
RA
ND
AV
E: (
N G
AN
DY
BLV
D |
FR
ON
TA
GE
RD
-to
- G
AN
DY
BLV
D)
CR
10
S
A
4D
D
.1
55
6.45
T
14
,701
768
1,
530
.5
02
0
D
715
- G
RE
EN
BR
IAR
BLV
D: (
VIR
GIN
IA A
VE
-to
- B
ELC
HE
R R
D)
CR
04
S
MC
2U
D
.688
1.45
T
7,
629
39
9
572
.6
98
0
C
718
- G
ULF
BLV
D: (
W G
ULF
BL
-to-
TR
EA
SU
RE
ISLA
ND
CS
WY
) S
R
12
SA
4U
D
.968
2.07
T
16
,900
883
1,
776
.4
97
0
C
719
- G
ULF
BLV
D: (
TR
EA
SU
RE
ISLA
ND
CS
WY
-to
- M
AD
EIR
A B
EA
CH
CS
WY
) S
R
13
SA
4D
D
2.99
2
1.34
T
24
,645
1,28
8
1,96
0
.657
0
B
720
- G
ULF
BLV
D: (
MA
DIE
RA
BE
AC
H C
SW
Y -
to-
PA
RK
BLV
D)
SR
13
S
A
4D
D
3.
771
.8
0
T
16
,927
884
1,
960
.4
51
0
B
721
- G
ULF
BLV
D: (
PA
RK
BLV
D -
to-
WA
LSIN
GH
AM
RD
) S
R
13
SA
2U
D
2.87
9
.69
T
12,3
00
643
88
0
.731
0
C
722
- G
ULF
BLV
D: (
WA
LSIN
GH
AM
RD
-to
- B
ELL
EA
IR C
SW
Y)
CR
13
S
A
2D
D
2.
364
.4
2
T
15
,373
803
83
2
.965
1
D
723
- G
ULF
BLV
D: (
BE
LLE
AIR
CS
WY
-to
- S
AN
D K
EY
PA
RK
) C
R
13
NA
2D
D
2.88
9
.00
T
13,7
29
717
1,
512
.4
74
0
C
724
- G
ULF
BLV
D: (
SA
ND
KE
Y P
AR
K -
to-
GU
LFV
IEW
BLV
D)
CL
06
NA
2D
D
.771
.00
T
13,7
29
717
1,
512
.4
74
0
C
725
- G
ULF
BLV
D S
: (B
AY
WA
Y -
to-
75T
H A
VE
) S
R
12
SA
4D
D
2.40
5
2.91
T
23
,843
1,24
6
1,87
0
.666
0
C
728
- G
ULF
PO
RT
BLV
D: (
PA
SA
DE
NA
AV
E -
to-
58T
H S
T S
) C
R
11
SA
4D
D
1.85
2
2.16
T
13
,697
716
1,
683
.4
25
0
C
729
- G
ULF
-TO
-BA
Y B
LVD
: (C
LEV
ELA
ND
ST
-to
- H
IGH
LAN
D A
VE
) C
L 06
S
A
4U
D
.4
46
4.48
T
9,
351
48
9
1,59
9
.306
0
C
730
- G
ULF
-TO
-BA
Y B
LVD
: (H
IGH
LAN
D A
VE
-to
- K
EE
NE
RD
) S
R
06
SA
6D
D
.756
3.97
T
46
,998
2,45
6
2,83
0
.868
0
D
731
- G
ULF
-TO
-BA
Y B
LVD
: (B
AY
SH
OR
E B
LVD
-to
- U
S 1
9)
SR
06
S
A
6D
D
1.
512
3.
97
T
46
,500
2,43
0
2,83
0
.859
0
D
732
- G
ULF
-TO
-BA
Y B
LVD
: (K
EE
NE
RD
-to
- B
ELC
HE
R R
D)
SR
06
S
A
6D
D
1.
026
2.
92
T
48
,500
2,53
4
2,83
0
.895
0
D
733
- G
ULF
-TO
-BA
Y B
LVD
: (U
S 1
9 -t
o- B
ELC
HE
R R
D)
SR
06
S
A
6D
D
.9
86
2.03
T
48
,500
2,53
4
2,83
0
.895
0
D
734
- G
ULF
VIE
W B
LVD
: (H
AM
DE
N D
R -
to-
GU
LF B
LVD
) C
L 06
N
A
3U
D
.4
36
.00
T
6,76
8
354
3,
572
.0
99
0
B
737
- H
AIN
ES
RD
: (D
R M
L K
ING
JR
ST
N -
to-
54T
H A
VE
N)
SP
11
S
MC
2U
D
1.85
2
1.62
T
8,
968
46
9
572
.8
20
0
C
738
- H
AIN
ES
RD
: (54
TH
AV
E N
-to
- U
S 1
9)
CR
14
S
MC
2U
D
1.20
8
2.48
T
8,
968
46
9
559
.8
39
0
D
744
- H
ER
CU
LES
AV
E: (
GU
LF-T
O-B
AY
BLV
D -
to-
DR
EW
ST
) C
L 06
S
A
4U
D
.5
09
3.93
T
8,
953
46
8
1,59
9
.293
0
C
745
- H
ER
CU
LES
AV
E: (
DR
EW
ST
-to
- S
UN
SE
T P
OIN
T R
D)
CR
06
S
A
4D
D
1.
514
1.
32
T
15
,350
802
1,
764
.4
55
0
B
746
- H
ER
CU
LES
AV
E: (
SU
NS
ET
PO
INT
RD
-to
- V
IRG
INIA
AV
E)
CR
06
S
A
2D
D
1.
011
1.
98
T
12
,449
650
83
2
.781
0
C
748
- H
IGH
LAN
D A
VE
: (E
AS
T B
AY
DR
-to
- B
ELL
EA
IR R
D)
CR
07
S
A
2U
D
1.
527
1.
96
T
10
,145
530
79
2
.669
0
C
749
- H
IGH
LAN
D A
VE
: (B
ELL
EA
IR R
D -
to-
DR
UID
RD
) C
R
06
SA
2U
D
1.25
5
1.59
T
10
,795
564
79
2
.712
0
C
750
- H
IGH
LAN
D A
VE
: (D
RU
ID R
D -
to-
GU
LF-T
O-B
AY
BLV
D)
CR
06
S
A
4U
D
.2
53
3.95
T
10
,795
564
1,
599
.3
53
0
C
751
- H
IGH
LAN
D A
VE
: (G
ULF
-TO
-BA
Y B
LVD
-to
- D
RE
W S
T)
CL
06
SA
2D
D
.506
3.95
T
13
,347
697
81
3
.857
0
D
752
- H
IGH
LAN
D A
VE
: (D
RE
W S
T -
to-
SU
NS
ET
PO
INT
RD
) C
L 06
S
A
2D
D
1.
512
1.
98
T
13
,347
697
83
2
.838
0
C
753
- H
IGH
LAN
D A
VE
: (S
UN
SE
T P
OIN
T R
D -
to-
UN
ION
ST
) C
L 06
S
A
2U
D
.5
04
1.98
T
11
,945
624
79
2
.788
0
C
756
- H
IGH
LAN
D S
T N
: (9T
H A
VE
N -
to-
DR
ML
KIN
G J
R S
T N
) S
P
11
NM
C
2O
D
.083
.00
T
7,79
1
740
4,
512
.1
64
0
B
759
- H
IGH
LAN
DS
BLV
D: (
US
19
-to-
ALD
ER
MA
N R
D)
CR
03
N
MC
2U
D
2.67
3
.00
T
10,6
96
559
1,
440
.3
88
0
C
764
- I-
175:
(I-
275
-to-
4T
H S
T S
) S
R
11
F
4F
D
1.
302
.0
0
T
28
,660
1,46
6
4,02
0
.365
0
B
765
- I-
275:
(S
R 6
86 |
RO
OS
EV
ELT
BLV
D -
to-
GA
ND
Y B
LVD
) S
R
11
F
8F
D
1.
929
.0
0
T
13
0,00
0
6,65
0
8,40
0
.792
0
D
766
- I-
275:
(G
AN
DY
BLV
D -
to-
54T
H A
VE
N)
SR
11
F
6F
D
2.26
9
.00
T
140,
500
7,
496
6,
200
1.
209
2
F
767
- I-
275:
(I-
175
-to-
22N
D A
VE
S)
SR
11
F
6F
D
2.00
2
.00
T
98,0
69
5,01
6
6,20
0
.809
0
D
768
- I-
275:
(22
ND
AV
E S
-to
- 54
TH
AV
E S
) S
R
11
F
6F
D
2.
017
.0
0
T
91
,500
4,68
0
6,20
0
.755
0
D
769
- I-
275:
(54
TH
AV
E S
-to
- P
INE
LLA
S S
HO
RE
LIN
E)
SR
11
F
4F
D
5.42
8
.00
T
54,0
14
2,88
2
4,02
0
.717
0
C
22
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
770
- I-
275:
(54
TH
AV
E N
-to
- 38
TH
AV
E N
) S
R
11
F
8F
D
.9
48
.00
T
155,
500
7,
954
8,
400
.9
47
2
E
771
- I-
275:
(P
INE
LLA
S S
HO
RE
LIN
E -
to-
4TH
ST
N)
SR
11
F
8F
D
2.22
0
.00
T
152,
000
7,
775
8,
400
.9
26
2
E
772
- I-
275:
(38
TH
AV
E N
-to
- 22
ND
AV
E N
) S
R
11
F
6F
D
1.
027
.0
0
T
15
3,50
0
7,85
2
6,20
0
1.26
6 2
F
773
- I-
275:
(4T
H S
T N
-to
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D)
SR
11
F
8F
D
2.04
0
.00
T
107,
260
5,
486
8,
400
.6
53
0
C
774
- I-
275:
(I-
375
-to-
I-17
5)
SR
11
F
6F
D
.441
.00
T
118,
000
6,
036
6,
200
.9
74
2
E
775
- I-
275:
(22
ND
AV
E N
-to
- I-
375)
S
R
11
F
8F
D
1.
322
.0
0
T
15
1,50
0
7,74
9
8,40
0
.922
2
E
778
- I-
375:
(I-
275
-to-
7T
H S
T N
) S
R
11
F
6F
D
2.
333
.0
0
T
30
,500
1,56
0
6,20
0
.252
0
B
779
- IN
DIA
N R
OC
KS
RD
: (B
ELL
EV
IEW
BLV
D -
to-
ME
HLE
NB
AC
HE
R R
D)
BL
07
SA
2U
D
1.55
0
.65
T
9,30
3
486
79
2
.614
0
C
780
- IN
DIA
N R
OC
KS
RD
: (M
EH
LEN
BA
CH
ER
RD
-to
- S
UN
SE
T B
LVD
) C
R
07
NA
2D
D
.432
.00
T
9,30
3
486
1,
512
.3
21
0
C
781
- IN
DIA
N R
OC
KS
RD
: (S
UN
SE
T B
LVD
-to
- W
BA
Y D
R)
CR
07
S
A
4D
D
.1
42
7.04
T
13
,128
686
1,
530
.4
48
0
D
782
- IN
DIA
N R
OC
KS
RD
: (W
BA
Y D
R -
to-
WA
LSIN
GH
AM
RD
) C
R
07
SA
2U
D
2.79
3
1.07
T
16
,954
886
79
2
1.11
9 2
F
795
- K
EE
NE
RD
: (E
BA
Y D
R -
to-
BE
LLE
AIR
RD
) C
R
07
SA
4D
D
1.52
6
1.31
T
29
,466
1,54
0
1,76
4
.873
0
C
796
- K
EE
NE
RD
: (B
ELL
EA
IR R
D -
to-
DR
UID
RD
) C
R
06
SA
4D
D
1.25
5
2.39
T
29
,466
1,54
0
1,68
3
.915
1
D
797
- K
EE
NE
RD
: (D
RU
ID R
D -
to-
GU
LF-T
O-B
AY
BLV
D)
CR
06
S
A
6D
D
.2
52
3.97
T
29
,466
1,54
0
2,54
7
.605
0
C
798
- K
EE
NE
RD
: (G
ULF
-TO
-BA
Y B
LVD
-to
- D
RE
W S
T)
CR
06
S
A
6D
D
.3
93
5.09
T
28
,822
1,50
6
2,31
3
.651
0
D
799
- K
EE
NE
RD
: (D
RE
W S
T -
to-
SU
NS
ET
PO
INT
RD
) C
R
06
SA
4D
D
1.51
8
.66
T
26,0
48
1,36
1
1,76
4
.772
0
B
800
- K
EE
NE
RD
: (S
UN
SE
T P
OIN
T R
D -
to-
SR
580
) C
R
04
SA
4D
D
2.03
2
1.97
T
24
,440
1,27
7
1,76
4
.724
0
B
801
- K
EY
ST
ON
E R
D: (
US
19
-to-
EA
ST
LA
KE
RD
) C
R
01
SA
4D
D
2.99
5
.67
T
25,6
98
1,34
3
1,76
4
.761
0
B
802
- K
EY
ST
ON
E R
D: (
HIL
LSB
OR
OU
GH
CL
-to-
WO
OD
FIE
LD B
LVD
) C
R
02
NA
2U
D
2.30
1
.00
T
11,7
22
612
1,
440
.4
25
0
C
803
- K
EY
ST
ON
E R
D: (
WO
OD
FIE
LD B
LVD
-to
- E
AS
T L
AK
E R
D)
CR
02
S
A
2U
D
.5
43
1.84
T
12
,981
678
79
2
.856
0
C
806
- K
LOS
TE
RM
AN
RD
: (A
LT U
S 1
9 -t
o- U
S 1
9)
CR
01
S
A
4D
D
1.
275
1.
57
T
16
,961
886
1,
764
.5
02
0
B
807
- K
LOS
TE
RM
AN
RD
: (A
LT U
S 1
9 -t
o- C
AR
LTO
N R
D)
CR
01
N
A
2U
D
.7
45
.00
T
10,7
48
562
1,
440
.3
90
0
C
811
- LA
KE
AV
E: (
EA
ST
BA
Y D
R -
to-
BE
LLE
AIR
RD
) C
R
07
SC
2U
D
1.53
4
.65
T
3,37
9
177
57
2
.309
0
B
812
- LA
KE
AV
E: (
BE
LLE
AIR
RD
-to
- G
ULF
-TO
-BA
Y B
LVD
) C
R
06
SC
2U
D
1.50
8
1.99
T
3,
379
17
7
572
.3
09
0
B
817
- LA
KE
ST
GE
OR
GE
DR
: (H
IGH
LAN
DS
BLV
D -
to-
TA
MP
A R
D)
CR
03
N
MC
2U
D
.381
.00
T
4,97
4
260
1,
440
.1
81
0
B
818
- LA
KE
ST
GE
OR
GE
DR
: (T
AM
PA
RD
-to
- C
OU
NT
RY
SID
E B
LVD
) C
R
03
SM
C
2U
D
1.19
2
.84
T
4,97
4
260
57
2
.455
0
B
823
- LA
KE
VIE
W R
D: (
MIS
SO
UR
I AV
E -
to-
KE
EN
E R
D)
CR
06
S
A
2U
D
1.
533
1.
96
T
8,
489
44
4
792
.5
61
0
B
837
- LI
VE
OA
K S
T: (
ALT
19
-to-
US
19)
CR
01
S
C
2U
D
1.
061
.9
4
T
2,
560
13
4
572
.2
34
0
B
846
- M
AIN
ST
: (B
RO
AD
WA
Y A
VE
-to
- S
KIN
NE
R B
LVD
) D
N
04
SC
2U
D
.600
5.00
T
3,
661
19
1
514
.3
72
0
D
847
- M
AIN
ST
: (M
CM
ULL
EN
BO
OT
H R
D -
to-
BA
YS
HO
RE
DR
) C
R
05
NA
2U
D
1.27
4
.00
T
8,75
3
457
1,
440
.3
17
0
C
859
- M
CM
ULL
EN
BO
OT
H R
D: (
GU
LF-T
O-B
AY
BLV
D -
to-
SU
NS
ET
PT
RD
| M
AIN
ST
) C
R
06
SA
6D
D
2.26
7
1.76
T
66
,577
3,47
9
2,64
6
1.31
5 2
F
860
- M
CM
ULL
EN
BO
OT
H R
D: (
SU
NS
ET
PT
RD
| M
AIN
ST
-to
- S
R 5
80)
CR
05
S
A
6D
D
2.
233
1.
79
T
66
,577
3,47
9
2,64
6
1.31
5 2
F
861
- M
CM
ULL
EN
BO
OT
H R
D: (
SR
580
-to
- C
UR
LEW
RD
) C
R
05
SA
6D
D
1.76
8
1.70
T
57
,035
2,98
0
2,64
6
1.12
6 2
F
862
- M
CM
ULL
EN
BO
OT
H R
D: (
CU
RLE
W R
D -
to-
SO
UT
H S
PLI
T)
CR
03
N
A
6D
D
.5
46
.00
T
47,9
84
2,50
7
5,65
0
.444
0
B
867
- M
EH
LEN
BA
CH
ER
| 8T
H A
VE
NW
: (C
LWT
R-L
AR
GO
RD
-to
- IN
DIA
N R
OC
KS
RD
) C
R
07
SC
2U
D
1.00
9
.99
T
4,67
0
244
57
2
.427
0
B
868
- M
EM
OR
IAL
CS
WY
: (C
LEA
RW
AT
ER
BE
AC
H R
OU
ND
AB
OU
T -
to-
ISLA
ND
WA
Y)
SR
06
S
A
4D
D
.4
47
2.24
T
34
,500
1,80
3
1,87
0
.964
2
E
869
- M
EM
OR
IAL
CS
WY
: (C
HE
ST
NU
T S
T C
ON
NE
CT
ION
-to
- M
EM
OR
IAL
CS
WY
| W
B/E
B S
PLI
T)
SR
06
N
A
2O
D
.1
65
.00
H
14,5
00
758
3,
400
.2
40
0
B
870
- M
EM
OR
IAL
CS
WY
: (IS
LAN
D W
AY
-to
- M
EM
OR
IAL
CS
WY
| W
B/E
B S
PLI
T)
SR
06
N
A
4D
D
1.
118
.0
0
T
34
,500
1,80
3
3,76
0
.480
0
C
871
- M
EM
OR
IAL
CS
WY
: (M
EM
OR
IAL
CS
WY
| W
B/E
B S
PLI
T -
to-
CO
UR
T S
T C
ON
NE
CT
ION
) S
R
06
NA
2O
D
.162
.00
H
16,0
00
836
3,
400
.2
70
0
B
873
- M
ER
ES
BLV
D: (
ALT
19
-to-
FLO
RID
A A
VE
) C
R
01
NM
C
2U
D
1.60
6
.00
T
7,68
7
402
1,
440
.2
79
0
C
875
- M
ICH
IGA
N B
LVD
: (C
R 1
-to
- A
LT 1
9)
DN
04
S
MC
2U
D
1.53
7
1.30
T
4,
652
24
3
572
.4
25
0
B
877
- M
ILW
AU
KE
E A
VE
: (V
IRG
INIA
ST
-to
- U
NIO
N S
T)
DN
04
S
MC
2U
D
1.02
0
1.96
T
4,
604
24
1
572
.4
21
0
B
879
- M
ISS
OU
RI A
VE
: (C
OU
RT
ST
-to
- C
LEV
ELA
ND
ST
) C
L 06
S
A
4D
D
.3
28
3.05
T
12
,033
629
1,
683
.3
74
0
C
883
- M
LK J
R A
VE
: (B
ELL
EA
IR R
D -
to-
DR
EW
ST
) C
L 06
S
C
2U
D
2.
015
2.
98
T
5,
847
30
6
559
.5
47
0
C
23
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
884
- M
LK J
R A
VE
: (D
RE
W S
T -
to-
FA
IRM
ON
T S
T)
CL
06
SC
2U
D
1.00
4
1.99
T
3,
902
20
4
559
.3
65
0
C
892
- N
GA
ND
Y B
LVD
| F
RO
NT
AG
E R
D: (
28T
H S
T N
-to
- G
RA
ND
AV
E)
CR
10
N
A
2U
D
.4
40
.00
T
5,82
3
304
1,
440
.2
11
0
B
896
- N
E C
OA
CH
MA
N R
D: (
DR
EW
ST
-to
- U
S 1
9)
SR
06
S
A
2U
D
1.
741
1.
72
T
11
,500
601
88
0
.683
0
C
897
- N
E C
OA
CH
MA
N R
D: (
US
19
-to-
MC
MU
LLE
N B
OO
TH
RD
) S
R
06
SA
2U
D
1.26
7
.79
T
14,4
00
752
88
0
.855
0
C
898
- N
EB
RA
SK
A A
VE
: (A
LT 1
9 -t
o- B
ELC
HE
R R
D)
CR
03
S
A
2U
D
1.
196
2.
51
T
8,
952
46
8
774
.6
05
0
C
899
- N
EB
RA
SK
A A
VE
: (B
ELC
HE
R R
D -
to-
US
19)
C
R
03
SA
4D
D
.515
1.94
T
15
,830
827
1,
764
.4
69
0
B
905
- N
UR
SE
RY
RD
: (U
S 1
9 -t
o- B
ELC
HE
R R
D)
CR
06
S
MC
2U
D
.961
1.04
T
4,
487
23
4
572
.4
09
0
B
906
- N
UR
SE
RY
RD
: (B
ELC
HE
R R
D -
to-
KE
EN
E R
D)
CR
06
S
MC
2U
D
1.00
8
.99
T
4,59
2
240
57
2
.420
0
B
907
- N
UR
SE
RY
RD
: (K
EE
NE
RD
-to
- H
IGH
LAN
D A
VE
) C
R
06
NM
C
2U
D
.773
.00
T
4,69
6
245
1,
440
.1
70
0
B
914
- O
AK
HU
RS
T R
D: (
PA
RK
BLV
D -
to-
WA
LSIN
GH
AM
RD
) C
R
09
SA
2U
D
2.62
4
1.91
T
9,
087
47
5
792
.6
00
0
C
938
- P
AR
K B
LVD
: (U
S 1
9 -t
o- 4
9TH
ST
N)
SR
10
S
A
6D
D
.9
83
3.05
T
56
,500
2,95
2
2,83
0
1.04
3 2
F
940
- P
AR
K B
LVD
: (49
TH
ST
N -
to-
66T
H S
T N
) S
R
10
SA
6D
D
1.74
9
1.14
T
49
,711
2,59
7
2,94
0
.883
0
C
942
- P
AR
K B
LVD
: (66
TH
ST
N -
to-
71S
T S
T N
| B
ELC
HE
R R
D)
CR
10
S
A
6D
D
.5
05
1.98
T
47
,181
2,46
5
2,64
6
.932
1
C
943
- P
AR
K B
LVD
: (71
ST
ST
N |
BE
LCH
ER
RD
-to
- S
TA
RK
EY
RD
) C
R
10
SA
6D
D
1.55
3
1.29
T
44
,862
2,34
4
2,64
6
.886
0
C
944
- P
AR
K B
LVD
: (S
TA
RK
EY
RD
-to
- S
EM
INO
LE B
LVD
) C
R
09
SA
6D
D
1.52
5
1.97
T
44
,862
2,34
4
2,64
6
.886
0
C
945
- P
AR
K B
LVD
: (S
EM
INO
LE B
LVD
-to
- 11
3TH
ST
N)
CR
09
S
A
4D
D
.5
52
3.62
T
33
,205
1,73
5
1,68
3
1.03
1 2
F
946
- P
AR
K B
LVD
: (11
3TH
ST
N -
to-
131S
T S
T N
) C
R
09
SA
4D
D
1.54
1
1.95
T
24
,898
1,30
1
1,76
4
.738
0
B
947
- P
AR
K B
LVD
: (13
1ST
ST
N -
to-
GU
LF B
LVD
) C
R
09
SA
4D
D
1.28
2
1.56
T
16
,591
867
1,
764
.4
91
0
B
949
- P
AR
K S
T: (
22N
D A
VE
N -
to-
BA
Y P
INE
S B
LVD
) C
R
11
SA
4D
D
1.17
7
.85
T
22,2
54
1,16
3
1,76
4
.659
0
B
950
- P
AR
K S
T: (
BA
Y P
INE
S B
LVD
-to
- P
AR
K B
LVD
) C
R
09
SA
4D
D
2.34
7
2.13
T
24
,975
1,30
5
1,68
3
.775
0
D
951
- P
AR
K S
T: (
22N
D A
VE
N -
to-
CE
NT
RA
L A
VE
) C
R
11
SA
4D
D
1.70
2
1.18
T
14
,920
780
1,
764
.4
42
0
B
952
- P
AR
K S
T: (
CE
NT
RA
L A
VE
-to
- P
AS
AD
EN
A A
VE
) S
P
11
SA
2U
D
.729
1.37
T
7,
237
37
8
792
.4
77
0
B
953
- P
AS
AD
EN
A A
VE
: (S
HO
RE
DR
-to
- 66
TH
ST
N)
SR
11
S
A
6D
D
1.
673
4.
18
T
32
,049
1,67
5
2,83
0
.592
0
C
955
- P
AT
RIC
IA A
VE
: (U
NIO
N S
T -
to-
MA
IN S
T)
DN
04
S
A
2D
D
1.
470
2.
04
T
10
,234
535
81
3
.658
0
D
959
- P
HIL
LIP
PE
PK
WY
: (M
AIN
ST
-to
- E
NT
ER
PR
ISE
RD
| C
R 1
02)
SH
05
S
A
2U
D
1.
524
.6
6
T
10
,794
564
79
2
.712
0
C
960
- P
HIL
LIP
PE
PK
WY
: (E
NT
ER
PR
ISE
RD
| C
R 1
02 -
to-
SR
580
) S
R
05
SA
2U
D
1.34
5
.74
T
10,7
00
559
88
0
.635
0
C
965
- P
INE
HU
RS
T R
D: (
MIC
HIG
AN
AV
E -
to-
SR
580
) D
N
04
SC
2U
D
1.25
9
1.59
T
5,
392
28
2
572
.4
93
0
B
966
- P
INE
LLA
S B
AY
WA
Y |
SR
679
: (P
INE
LLA
S B
AY
WA
Y |
SR
682
-to
- B
AH
IA D
EL
MA
R B
LVD
) S
R
11
NA
4U
D
.379
.00
T
15,8
00
826
3,
572
.2
31
0
B
967
- P
INE
LLA
S B
AY
WA
Y |
SR
679
: (A
ND
ER
SO
N B
LVD
-to
- 1/
2 M
I N O
F T
OLL
PLA
ZA
) C
R
12
NA
2U
D
2.90
9
.00
T
4,40
0
230
1,
440
.1
60
0
B
968
- P
INE
LLA
S B
AY
WA
Y |
SR
679
: (B
AH
IA D
EL
MA
R B
LVD
-to
- M
AD
ON
NA
BLV
D)
SR
11
N
A
2U
D
1.
086
.0
0
T
10
,100
528
1,
440
.3
67
0
C
969
- P
INE
LLA
S B
AY
WA
Y |
SR
679
: (1/
2 M
I N O
F T
OLL
PLA
ZA
-to
- M
AD
ON
NA
BLV
D)
SR
12
N
A
4D
D
2.
170
.0
0
T
4,
400
23
0
3,76
0
.061
0
B
970
- P
INE
LLA
S B
AY
WA
Y |
SR
682
: (D
OLP
HIN
CA
Y L
N S
-to
- P
INE
LLA
S B
AY
WA
Y |
SR
679
) S
R
11
SA
4D
D
1.09
8
1.82
T
27
,270
1,42
5
1,96
0
.727
0
B
971
- P
INE
LLA
S B
AY
WA
Y |
SR
682
: (P
INE
LLA
S B
AY
WA
Y |
SR
679
-to
- B
AH
IA D
EL
MA
R B
LVD
) S
R
11
NA
4D
D
.411
.00
T
19,3
00
1,00
8
3,76
0
.268
0
B
972
- P
INE
LLA
S B
AY
WA
Y |
SR
682
: (B
AH
IA D
EL
MA
R B
LVD
-to
- G
RA
NA
DA
ST
) S
R
11
NA
2D
D
.723
.00
T
19,3
00
1,00
8
1,51
2
.667
0
D
973
- P
INE
LLA
S B
AY
WA
Y |
SR
682
: (G
RA
NA
DA
ST
-to
- S
R 6
99 |
GU
LF B
LVD
) S
R
12
SA
4D
D
.296
3.38
T
19
,300
1,00
8
1,87
0
.539
0
C
974
- P
INE
LLA
S B
AY
WA
Y |
SR
682
| 54
TH
AV
E S
: (34
TH
ST
S -
to-
AV
EN
UE
OF
ST
AT
ES
DR
) S
R
11
SA
6D
D
.933
1.07
T
35
,000
1,82
9
2,94
0
.622
0
B
975
- P
INE
LLA
S B
AY
WA
Y |
SR
682
| 54
TH
AV
E S
: (A
VE
NU
E O
F S
TA
TE
S D
R -
to-
DO
LPH
IN C
AY
LN
S)
SR
11
N
A
6D
D
.2
49
.00
T
35,0
00
1,82
9
5,65
0
.324
0
B
976
- P
INE
LLA
S P
OIN
T D
R: (
34T
H S
T S
-to
- 31
ST
ST
S)
SP
11
S
A
4D
D
.2
48
4.03
T
11
,625
607
1,
683
.3
61
0
C
977
- P
INE
LLA
S P
OIN
T D
R: (
31S
T S
T S
-to
- R
OY
HA
NN
A)
SP
11
N
MC
2U
D
.366
.00
T
7,15
3
374
1,
440
.2
60
0
B
999
- R
OS
ER
Y R
D |
PO
INS
ET
TIA
RD
: (LA
KE
AV
E -
to-
MIS
SO
UR
I AV
E)
LA
07
SA
2D
D
1.03
6
1.93
T
10
,041
525
83
2
.631
0
C
1000
- R
OS
ER
Y R
D |
PO
INS
ET
TIA
RD
: (C
LWT
R-L
AR
GO
RD
-to
- M
ISS
OU
RI A
VE
) LA
07
S
A
2U
D
.5
13
1.95
T
10
,041
525
79
2
.663
0
C
1005
- S
AN
CH
RIS
TO
PH
ER
DR
: (P
INE
HU
RS
T R
D -
to-
ALT
US
19)
D
N
04
NM
C
2U
D
1.10
6
.00
T
4,37
0
228
1,
440
.1
58
0
B
1006
- S
AN
CH
RIS
TO
PH
ER
DR
: (P
INE
HU
RS
T R
D -
to-
CR
1)
DN
04
S
MC
2U
D
.501
2.00
T
6,
221
32
5
559
.5
81
0
C
1009
- S
AN
MA
RT
IN B
LVD
| P
AT
ICA
RD
NE
| 83
RD
AV
E N
E: (
GA
ND
Y B
LVD
-to
- 4T
H S
T N
) C
R
11
SC
2D
D
2.30
8
.43
T
3,97
2
208
60
1
.346
0
B
24
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
1021
- S
OLO
N A
VE
: (C
R 1
-to
- B
ELC
HE
R R
D)
DN
04
S
C
2U
D
.9
29
1.08
T
4,
076
21
3
572
.3
72
0
B
1024
- S
R 5
80: (
US
19
-to-
MC
MU
LLE
N B
OO
TH
RD
) S
R
06
SA
6D
D
1.85
9
2.69
T
37
,650
1,96
7
2,83
0
.695
0
C
1025
- S
R 5
80: (
MC
MU
LLE
N B
OO
TH
RD
-to
- K
EN
DA
LE D
R)
SR
06
N
A
6D
D
.7
75
.00
T
35,0
00
1,82
9
5,65
0
.324
0
B
1026
- S
R 5
80: (
KE
ND
ALE
DR
-to
- F
OR
ES
T L
AK
ES
BLV
D)
SR
05
S
A
4D
D
1.
387
1.
44
T
37
,193
1,94
3
1,96
0
.991
1
D
1027
- S
R 5
80 |
MA
IN S
T: (
SK
INN
ER
BLV
D -
to-
PIN
EH
UR
ST
RD
) S
R
04
SA
4D
D
.658
3.04
T
21
,587
1,12
8
1,87
0
.603
0
C
1028
- S
R 5
80 |
MA
IN S
T: (
US
19
-to-
BE
LCH
ER
RD
) S
R
04
SA
6D
D
.556
1.80
T
45
,500
2,37
7
2,94
0
.809
0
B
1029
- S
R 5
80 |
MA
IN S
T: (
PIN
EH
UR
ST
RD
-to
- C
R 1
) S
R
04
SA
6D
D
.522
3.83
T
31
,500
1,64
6
2,83
0
.582
0
C
1030
- S
R 5
80 |
MA
IN S
T: (
CR
1 -
to-
BE
LCH
ER
RD
) S
R
04
SA
6D
D
1.01
9
3.93
T
45
,000
2,35
1
2,83
0
.831
0
D
1031
- S
R 5
80 |
NE
W 5
80: (
FO
RE
ST
LA
KE
S B
LVD
-to
- S
R 5
84 |
TA
MP
A R
D)
SR
05
S
A
4D
D
1.
126
1.
78
T
21
,500
1,12
3
1,96
0
.573
0
B
1032
- S
R 5
80 |
SK
INN
ER
BLV
D: (
MA
IN S
T -
to-
ALT
US
19
| BR
OA
DW
AY
) S
R
04
SA
4D
D
.482
2.07
T
11
,600
606
1,
870
.3
24
0
C
1033
- S
R 5
84 |
TA
MP
A R
D: (
HIL
LSB
OR
OU
GH
CO
UN
TY
LIN
E -
to-
NE
W S
R 5
80)
SR
05
S
A
8D
D
.8
56
2.34
T
52
,986
2,76
9
3,78
0
.733
0
C
1034
- S
R 5
84 |
TA
MP
A R
D: (
NE
W S
R 5
80 -
to-
CU
RLE
W R
D)
SR
05
S
A
6D
D
2.
105
2.
38
T
57
,000
2,97
8
2,83
0
1.05
2 2
F
1035
- S
R 6
66 |
MA
DE
IRA
BE
AC
H C
SW
Y: (
SE
MIN
OLE
BLV
D -
to-
DU
HM
E R
D)
SR
09
S
A
6D
D
.6
40
1.56
T
28
,000
1,46
3
2,94
0
.498
0
B
1036
- S
R 6
66 |
MA
DE
IRA
BE
AC
H C
SW
Y: (
DU
HM
E R
D -
to-
GU
LF B
LVD
) S
R
09
SA
4D
D
.873
2.29
T
28
,000
1,46
3
1,87
0
.782
0
D
1037
- S
R 6
86 |
EA
ST
BA
Y D
R: (
US
19
-to-
BE
LCH
ER
RD
) S
R
07
SA
6D
D
.987
3.04
T
62
,000
3,24
0
2,83
0
1.14
5 2
F
1038
- S
R 6
86 |
EA
ST
BA
Y D
R: (
BE
LCH
ER
RD
-to
- K
EE
NE
RD
) S
R
07
SA
6D
D
1.01
1
1.98
T
61
,500
3,21
3
2,94
0
1.09
3 2
F
1039
- S
R 6
86 |
EA
ST
BA
Y D
R: (
KE
EN
E R
D -
to-
SE
MIN
OLE
BLV
D)
SR
07
S
A
6D
D
1.
551
2.
58
T
52
,654
2,75
1
2,83
0
.972
2
E
1040
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D: (
49T
H S
T N
B R
AM
P -
to-
US
19)
S
R
08
SA
6D
D
1.97
5
2.53
T
39
,830
2,08
1
2,83
0
.735
0
D
1041
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D: (
28T
H S
T N
-to
- U
LME
RT
ON
RD
) S
R
11
NA
4D
D
.626
.00
T
40,5
00
2,11
6
3,76
0
.563
0
C
1042
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D: (
16T
H S
T N
-to
- 4T
H S
T N
) S
R
11
SA
4D
D
1.27
4
1.57
T
26
,504
1,38
5
1,96
0
.707
0
B
1043
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D: (
28T
H S
T N
-to
- I-
275)
S
R
11
NA
6D
D
.805
.00
T
57,0
00
2,97
8
5,65
0
.527
0
C
1044
- S
R 6
86 |
RO
OS
EV
ELT
BLV
D: (
16T
H S
T N
-to
- I-
275)
S
R
11
NA
4D
D
.401
.00
T
36,0
00
1,88
1
3,76
0
.500
0
C
1045
- S
R 6
88 |
ULM
ER
TO
N R
D: (
I-27
5 -t
o- E
GR
ET
BLV
D E
) S
R
08
SA
6D
D
1.62
9
1.23
T
39
,500
2,06
4
2,94
0
.702
0
B
1046
- S
R 6
88 |
ULM
ER
TO
N R
D: (
EG
RE
T B
LVD
E -
to-
RO
OS
EV
ELT
BLV
D)
SR
08
N
A
6D
D
.3
46
.00
T
39,5
00
2,06
4
5,65
0
.365
0
B
1047
- S
R 6
88 |
ULM
ER
TO
N R
D: (
RO
OS
EV
ELT
BLV
D -
to-
40T
H S
T)
SR
08
S
A
6D
D
.8
69
3.45
T
69
,927
3,65
4
2,83
0
1.29
1 2
F
1048
- S
R 6
88 |
ULM
ER
TO
N R
D: (
RO
OS
EV
ELT
BLV
D -
to-
49T
H S
T N
) S
R
08
SA
4D
D
.469
2.13
T
39
,500
2,06
4
1,87
0
1.10
4 2
F
1049
- S
R 6
88 |
ULM
ER
TO
N R
D: (
US
19
-to-
BE
LCH
ER
RD
) S
R
08
SA
6D
D
1.52
9
1.31
T
42
,197
2,20
5
2,94
0
.750
0
B
1050
- S
R 6
88 |
ULM
ER
TO
N R
D: (
ST
AR
KE
Y R
D -
to-
101S
T S
T)
SR
07
S
A
4D
D
1.
018
1.
96
T
47
,500
2,48
2
1,96
0
1.26
6 2
F
1051
- S
R 6
88 |
ULM
ER
TO
N R
D: (
101S
T S
T -
to-
113T
H S
T |
RID
GE
RD
) S
R
07
SA
6D
D
1.00
0
3.00
T
43
,247
2,26
0
2,83
0
.799
0
D
1052
- S
R 6
88 |
ULM
ER
TO
N R
D: (
40T
H S
T -
to-
RO
OS
EV
ELT
BLV
D)
SR
08
N
A
6D
D
.2
88
.00
T
77,5
00
4,04
9
5,65
0
.717
0
D
1053
- S
R 6
88 |
ULM
ER
TO
N R
D: (
49T
H S
T N
-to
- U
S 1
9)
SR
08
S
A
6D
D
1.
252
1.
60
T
40
,500
2,11
6
2,94
0
.720
0
B
1054
- S
R 6
88 |
ULM
ER
TO
N R
D: (
BE
LCH
ER
RD
-to
- S
TA
RK
EY
RD
) S
R
07
SA
4D
D
1.01
5
1.97
T
49
,300
2,57
6
1,96
0
1.31
4 2
F
1055
- S
R 6
88 |
ULM
ER
TO
N R
D: (
113T
H S
T |
RID
GE
RD
-to
- W
ALS
ING
HA
M R
D)
SR
07
S
A
6D
D
1.
802
1.
11
T
33
,000
1,72
4
2,94
0
.586
0
B
1056
- S
R 6
88 |
WA
LSIN
GH
AM
RD
: (U
LME
RT
ON
RD
-to
- IN
DIA
N R
OC
KS
RD
) S
R
07
SA
6D
D
1.04
2
2.88
T
28
,252
1,47
6
2,83
0
.522
0
C
1057
- S
R 6
88 |
WA
LSIN
GH
AM
RD
: (IN
DIA
N R
OC
KS
RD
-to
- G
ULF
BLV
D)
SR
07
S
A
4D
D
1.
193
1.
68
T
18
,965
991
1,
960
.5
06
0
B
1059
- S
TA
RK
EY
RD
: (U
LME
RT
ON
RD
-to
- E
AS
T B
AY
DR
) C
R
07
SA
4D
D
1.52
0
.66
T
30,6
57
1,60
2
1,76
4
.908
1
C
1060
- S
TA
RK
EY
RD
: (U
LME
RT
ON
RD
-to
- B
RY
AN
DA
IRY
RD
) C
R
07
SA
4D
D
1.52
1
1.97
T
32
,638
1,70
5
1,76
4
.967
1
D
1061
- S
TA
RK
EY
RD
: (B
RY
AN
DA
IRY
RD
-to
- P
AR
K B
LVD
) C
R
09
SA
4D
D
2.27
5
2.20
T
27
,730
1,44
9
1,68
3
.861
0
D
1066
- S
UN
SE
T P
OIN
T R
D: (
US
19
-to-
BE
LCH
ER
RD
) C
R
06
SA
4D
D
.959
4.17
T
26
,907
1,40
6
1,68
3
.835
0
D
1067
- S
UN
SE
T P
OIN
T R
D: (
ED
GE
WA
TE
R D
R |
ALT
US
19
-to-
KE
EN
E R
D)
CR
06
S
A
2U
D
1.
991
2.
51
T
10
,278
537
77
4
.694
0
D
1068
- S
UN
SE
T P
OIN
T R
D: (
BE
LCH
ER
RD
-to
- K
EE
NE
RD
) C
R
06
SA
4D
D
1.09
8
1.82
T
26
,907
1,40
6
1,76
4
.797
0
C
1069
- S
UN
SE
T P
OIN
T R
D |
MA
IN S
T: (
MC
MU
LLE
N B
OO
TH
RD
-to
- U
S 1
9)
CR
06
S
A
4D
D
1.
260
.7
9
T
20
,163
1,05
4
1,76
4
.598
0
B
1071
- T
AM
PA
RD
: (C
UR
LEW
RD
-to
- E
AS
T L
AK
E R
D)
CR
02
S
A
6D
D
1.
216
1.
64
T
42
,665
2,22
9
2,64
6
.842
0
C
1072
- T
AM
PA
RD
: (E
AS
T L
AK
E R
D -
to-
US
19)
C
R
05
SA
6D
D
1.97
9
2.02
T
38
,517
2,01
3
2,54
7
.790
0
D
25
Pinellas County Metropolitan Planning Organization
Fac
ility
Ju
ris
Pla
n A
rea
Fac
T
ype
R
oad
Typ
e LO
S S
td
Leng
th
(mi)
S
igna
ls
Per
Mile
LOS
M
eth
A
AD
T
V
olum
e
Phy
sica
l C
apac
ity
V
:Cap
R
atio
D
ef
Fla
g
Fac
LO
S
1073
- T
AM
PA
RD
: (U
S 1
9 -t
o- A
LT 1
9)
CR
03
S
A
4D
D
1.
853
2.
70
T
21,2
19
1,
109
1,
683
.6
59
0
C
1076
- T
AR
PO
N A
VE
: (A
LT U
S 1
9 -t
o- U
S 1
9)
TS
01
S
A
2U
D
1.
444
1.
39
T
15,3
00
79
9
792
1.
009
2
F
1081
- T
AY
LOR
AV
E |
8TH
AV
S: (
ALT
US
19
| SE
MIN
OLE
BLV
D -
to-
CLW
TR
-LA
RG
O R
D)
CR
07
S
C
2D
D
.5
42
3.
69
T
9,39
2
491
58
7
.836
0
D
1083
- T
AY
LOR
AV
E |
8TH
AV
S: (
CLW
TR
-LA
RG
O R
D -
to-
IND
IAN
RO
CK
S R
D)
CR
07
S
A
2U
D
1.
522
.6
6
T
9,
392
49
1
792
.6
20
0
C
1084
- T
RE
AS
UR
E IS
LAN
D C
SW
Y: (
PA
RK
ST
-to
- G
ULF
BLV
D)
TI
12
SA
4D
D
1.75
4
1.71
T
19
,097
998
1,
764
.5
66
0
B
1085
- T
RIN
ITY
BLV
D: (
EA
ST
LA
KE
RD
-to
- C
OU
NT
Y L
INE
) C
R
02
SA
4D
D
1.70
6
.59
T
18,4
33
96
3
1,76
4
.546
0
B
1091
- U
NIO
N S
T: (
ED
GE
WA
TE
R D
R -
to-
KE
EN
E R
D)
CR
04
S
MC
2U
D
1.91
2
1.05
T
4,
694
24
5
572
.4
28
0
B
1092
- U
NIO
N S
T: (
KE
EN
E R
D -
to-
HE
RC
ULE
S A
VE
) C
R
06
SC
2U
D
.504
1.98
T
4,
694
24
5
572
.4
28
0
B
1093
- U
S 1
9: (
GA
ND
Y B
LVD
-to
- 54
TH
AV
E N
) S
R
10
SA
6D
D
1.06
5
4.69
T
49
,429
2,58
3
2,57
0
1.00
5 2
F
1094
- U
S 1
9: (
54T
H A
VE
N -
to-
38T
H A
VE
N)
SR
14
S
A
6D
D
1.
252
.8
0
T
41
,000
2,14
2
2,94
0
.729
0
B
1095
- U
S 1
9: (
GA
ND
Y B
LVD
-to
- M
AIN
LAN
DS
BLV
D)
SR
10
S
A
6D
D
1.
266
1.
58
T
63,5
00
3,
318
2,
940
1.
129
2
F
1096
- U
S 1
9: (
MA
INLA
ND
S B
LVD
-to
- B
RY
AN
DA
IRY
RD
| 11
8TH
AV
E N
) S
R
10
NA
6P
D
1.96
9
.00
T
56,7
56
2,
966
5,
650
.5
25
0
C
1097
- U
S 1
9: (
BR
YA
N D
AIR
Y R
D |
118T
H A
VE
N -
to-
WH
ITN
EY
RD
) S
R
08
NA
6P
D
3.36
2
.00
T
57,6
39
3,
012
5,
650
.5
33
0
C
1098
- U
S 1
9: (
WH
ITN
EY
RD
-to
- B
ELL
EA
IR R
D)
SR
07
S
A
6D
D
1.
013
1.
97
T
75,2
00
3,
929
2,
940
1.
336
2
F
1099
- U
S 1
9: (
BE
LLE
AIR
RD
-to
- D
RU
ID R
D |
SE
VIL
LE B
LVD
) S
R
06
SA
6D
D
1.21
0
2.48
T
80
,350
4,19
8
2,83
0
1.48
3 2
F
1100
- U
S 1
9: (
DR
UID
RD
| S
EV
ILLE
BLV
D -
to-
SU
NS
ET
PO
INT
RD
) S
R
06
NA
6P
D
2.44
1
.00
T
82,1
07
4,
290
5,
650
.7
59
0
D
1101
- U
S 1
9: (
SU
NS
ET
PO
INT
RD
-to
- E
NT
ER
PR
ISE
RD
) S
R
06
SA
6D
D
1.33
3
.75
T
71,0
00
3,
710
2,
940
1.
262
2
F
1102
- U
S 1
9: (
EN
TE
RP
RIS
E R
D -
to-
SR
580
| M
AIN
ST
) S
R
06
NA
6D
D
.802
.00
T
73,8
11
3,
857
5,
650
.6
83
0
D
1103
- U
S 1
9: (
SR
580
| M
AIN
ST
-to
- C
UR
LEW
RD
) S
R
06
SA
6D
D
2.03
5
.98
T
83,0
00
4,
337
2,
940
1.
475
2
F
1104
- U
S 1
9: (
CU
RLE
W R
D -
to-
TA
MP
A R
D)
SR
03
S
A
6D
D
1.
253
.8
0
T
75
,500
3,94
5
2,94
0
1.34
2 2
F
1105
- U
S 1
9: (
TA
MP
A R
D -
to-
ALD
ER
MA
N R
D)
SR
03
S
A
6D
D
1.
818
1.
10
T
78,5
00
4,
102
2,
940
1.
395
2
F
1106
- U
S 1
9: (
ALD
ER
MA
N R
D -
to-
KLO
ST
ER
MA
N R
D)
SR
03
S
A
6D
D
2.
026
.9
9
T
65
,000
3,39
6
2,94
0
1.15
5 2
F
1107
- U
S 1
9: (
KLO
ST
ER
MA
N R
D -
to-
TA
RP
ON
AV
E)
SR
01
S
A
6D
D
1.
603
1.
25
T
65,5
00
3,
422
2,
940
1.
164
2
F
1108
- U
S 1
9: (
TA
RP
ON
AV
E -
to-
BE
CK
ET
T W
AY
) S
R
01
SA
6D
D
1.41
7
1.41
T
59
,000
3,08
3
2,94
0
1.04
9 2
F
1109
- U
S 1
9: (
BE
CK
ET
T W
AY
-to
- P
AS
CO
CN
TY
LIN
E)
SR
01
N
A
6D
D
.4
38
.0
0
T
59
,000
3,08
3
5,65
0
.546
0
C
1110
- U
S 1
9 | 3
4TH
ST
N: (
38T
H A
VE
N -
to-
22N
D A
VE
N)
SR
11
S
A
6D
D
1.
009
1.
98
T
35,5
00
1,
855
2,
940
.6
31
0
B
1111
- U
S 1
9 | 3
4TH
ST
N: (
CE
NT
RA
L A
VE
-to
- 5T
H A
VE
N)
SR
11
S
A
6D
D
.4
35
4.
60
T
38,5
00
2,
012
2,
570
.7
83
0
D
1112
- U
S 1
9 | 3
4TH
ST
N: (
5TH
AV
E N
-to
- 22
ND
AV
E N
) S
R
11
SA
6D
D
1.00
3
2.99
T
38
,000
1,98
6
2,83
0
.702
0
C
1114
- U
S 1
9 | 3
4TH
ST
S: (
54T
H A
VE
S -
to-
22N
D A
VE
S)
SR
11
S
A
6D
D
2.
011
2.
98
T
24,5
00
1,
280
2,
830
.4
52
0
C
1115
- U
S 1
9 | 3
4TH
ST
S: (
22N
D A
VE
S -
to-
CE
NT
RA
L A
VE
) S
R
11
SA
6D
D
1.55
9
3.85
T
24
,500
1,28
0
2,83
0
.452
0
C
1119
- V
IRG
INIA
AV
E S
: (H
ER
CU
LES
AV
E -
to-
KE
EN
E R
D)
CR
04
S
C
2U
D
.5
00
2.
00
T
2,17
5
114
55
9
.204
0
C
1120
- V
IRG
INIA
ST
: (H
IGH
LAN
D A
VE
-to
- K
EE
NE
RD
) C
R
04
SM
C
2U
D
1.
392
1.
44
T
9,02
8
472
57
2
.825
0
C
1121
- V
IRG
INIA
ST
: (K
EE
NE
RD
-to
- S
R 5
80)
DN
04
S
MC
2D
D
.700
1.43
T
7,
349
38
4
601
.6
39
0
C
1122
- V
ON
N R
D: (
130
AV
E |
WIL
CO
X R
D -
to-
WA
LSIN
GH
AM
RD
) C
R
07
SC
2U
D
.751
1.33
T
6,
944
36
3
572
.6
35
0
C
1124
- V
ON
N R
D: (
PA
RK
BLV
D -
to-
WA
LSIN
GH
AM
RD
) C
R
09
SM
C
2U
D
2.
524
1.
19
T
9,53
8
498
57
2
.871
0
C
1128
- W
ALS
ING
HA
M R
D: (
ALT
19
| SE
MIN
OLE
BLV
D -
to-
113T
H S
T N
) C
R
09
SC
2U
D
.501
2.00
T
12
,602
658
55
9
1.17
7 2
F
1129
- W
ALS
ING
HA
M R
D: (
113T
H S
T N
-to
- U
LME
RT
ON
RD
) C
R
07
SM
C
2U
D
1.
250
1.
60
T
12,6
02
65
8
572
1.
150
2
F
1131
- W
ES
T B
AY
DR
: (M
ISS
OU
RI A
VE
-to
- C
LWT
R-L
AR
GO
RD
) LA
07
S
A
4D
D
.5
35
3.
74
T
44,0
00
2,
299
1,
683
1.
366
2
F
1132
- W
ES
T B
AY
DR
: (C
LWT
R-L
AR
GO
RD
-to
- IN
DIA
N R
OC
KS
RD
) C
R
07
SA
4D
D
1.26
6
3.16
T
22
,103
1,15
5
1,68
3
.686
0
C
1140
- W
ILC
OX
RD
| 13
0TH
AV
E: (
ULM
ER
TO
N R
D -
to-
IND
IAN
RO
CK
S R
D)
CR
07
N
C
2U
D
1.
386
.0
0
T
4,
015
21
0
1,44
0
.146
0
B
Fac
Typ
e:
"F
"=F
reew
ay, "
SA
"=S
igna
lized
Art
eria
l, "S
C"=
Sig
naliz
ed C
olle
ctor
, "S
MC
"=S
igna
lized
Col
leco
tor
(Maj
or),
"N
A"=
Non
-Sig
naliz
ed A
rter
ial,
"NC
"=N
on-S
igna
lized
Col
lect
or, "
NM
C"=
Non
-Sig
naliz
ed C
olle
ctor
(M
ajor
)
L
OS
Met
h:
Ab
bre
viat
ion
s: "
Fac
"=F
acili
ty, "
V:C
ap"=
Vol
ume
to P
hysi
cal
Def
: "1
"=V
/C R
atio
>=
.9 a
nd L
OS
=A
, LO
S=
B, L
OS
=C
or
LOS
=D
"2
"=V
/C R
atio
>=
.9 a
nd L
OS
=E
or
LOS
=F
"A
"=A
pCal
c, "
H"=
Con
cept
ual,
"T"=
Gen
eral
Tab
les
26
Pinellas County Metropolitan Planning Organization
Since the first edition of this Level of Service Report in 1994, it has been utilized by local governments in Pinellas County as a data source to identify roads within their jurisdictions operating under substandard level of service conditions. Local concurrency systems applied by local governments require development projects impacting these roads to address their impacts as part of their site plan approval. The 2011 Community Planning Act eliminated State mandated transportation concurrency in Florida. In response to this legislation, the MPO endorsed the Pinellas County Mobility Plan in 2013. The Mobility Plan provides a framework for a coordinated multi-modal approach to managing the traffic impacts of development projects as a replacement for local transportation concurrency systems. The Plan calls for establishing a tiered development review approach requiring larger scale projects adding new trips to the surrounding road network to implement transportation management plans (TMPs) as credit toward their impact fee assessment. Transportation management plans include strategies such as trail, sidewalk, bus stop and intersection improvements or trip reduction programs such as vanpooling or telecommuting. Smaller scale projects with limited impact on the transportation system only require payment of an impact fee commensurate with the number of new trips they generate. The Plan is also intended to ensure consistency between County and municipal site plan review processes as they pertain to reviewing and managing the traffic impacts of development projects while increasing mobility for all users of the transportation system.
Section 4:
Support for Local Government and Development Review
Transportation management plan requirements apply to development projects that impact major roads identified as deficient. They also apply to projects causing level of service conditions to degrade on roads that are not identified as deficient. The Mobility Plan identifies “deficient roads” as facilities operating at peak hour level of service E or F and/or volume to capacity ratios of 0.9 or greater. In order to identify deficient facilities, the Mobility Plan will rely on the Level of Service Report for its implementation. Implementation of the Mobility Plan in Pinellas County requires the amendment of the countywide Transportation Impact Fee Ordinance as well as local comprehensive plans and land development codes. It is anticipated that these amendments will occur in 2016. Until the necessary amendments are adopted, local governments will continue to implement transportation concurrency in accordance with their comprehensive plans.
27
Pinellas County Metropolitan Planning Organization
1. Purpose The purpose of a traffic impact study is to identify the poten-tial impacts of new development on the major road network and to assist local governments in their efforts to manage these impacts through their site plan review processes. This methodology is intended to define the requirements and pro-cedures for submission of a traffic impact study in Pinellas County while providing an equitable, consistent and system-atic means of determining the impact of proposed develop-ment projects. 2. Applicability The requirements, procedures and methodology contained in this report shall apply to all site plans where a traffic study is required by the presiding local government. 3. Study Contents
a. Description and location of project, current and pro-posed zoning, parcel identification number, address and size of the project.
b. Identification of traffic impact study area, described as all segments on the major road network that are impacted by the project’s generated traffic at a level equal to or greater than one percent (1.0%) of the maximum service volume of peak hour level of ser-vice D up to a maximum radius of two miles from the project site boundaries.
c. Inventory of existing conditions (including listing of all segments within the study area, existing traffic volumes and identification of roadway characteris-tics).
d. Local governments may apply percent new trip and capture rates from corresponding land use category in the fee schedule of the Pinellas County Trans-portation Impact Fee Ordinance. Otherwise, the applicant would need to provide this information in the study.
e. Traffic distribution and assignment methodology. f. Projected traffic volumes within the study area. g. Intersection analysis as deemed necessary by the
local government. h. Improvement needs for roads and/or other trans-
portation facilities (identification of proposed im-provements and cost).
i. Internal site circulation and access needs. j. Appendix (as applicable to the specific traffic impact
study) including information listed below. 1. Traffic count data 2. Trip generation, internal and adjacent street capture worksheets 3. Trip distribution and assignment worksheets 4. Intersection capacity analysis worksheets 5. Link capacity analysis 6. Computerized modeling documentation 7. Other analysis worksheets
4. Traffic Impact Area
The following procedure will be used to determine the extent of the Traffic Impact Area. Peak hour traffic attributable to the development
will be assigned to all segments on the ma-jor road network that are impacted by the development traffic at a level equal to or greater than one percent (1.0%) of the max-imum service volume of peak hour level of service D up to a maximum radius of two miles from the project site boundaries.
Additional impacted segments, over and above those required in this section may be added to the study network when determined by the local government to be necessary to adequately address the impacts of the de-velopment project.
Phased projects will be required to perform a traffic study which analyzes both the impact of the phase(s) and the ultimate build out of the entire project. The analysis of the total build out of the project will be performed as part of the site plan review for the first phase of the project to assess the ultimate transportation needs of the entire project, but shall not be used as a basis for deter-mining whether the project complies with local site plan requirements.
The methodology for performing the analysis shall be based on the following:
The study area of the total build out of the
project will be determined by the extent of all impacted segments for the total project, including future phases and phases that were previously approved.
Projects that consist of an expansion or an addition to existing development will be analyzed based upon the cumulative impact of all development on the site.
5. The projected traffic will be assigned only to the fol-
lowing roadways:
a. Shown on the major road network (i.e., functional-ly classified as arterials and collector facilities);
b. Proposed for inclusion as part of the major road network and scheduled for construction within the first three (3) years of the MPO’s Transportation Improvement Program or local capital improvements elements; and
MPO TRAFFIC IMPACT STUDY METHODOLOGY
28
Pinellas County Metropolitan Planning Organization
MPO TRAFFIC IMPACT STUDY METHODOLOGY
c. Scheduled for completion prior to the initial date of project impact on the roadway, if such roadway or improvement is to be com-pleted pursuant to a local government devel-opment agreement or binding contract and proposed for inclusion as part of the major road network.
6. Traffic Counts
a. Traffic count data used should be consistent with the MPO Level of Service Report. The data and procedures shown below shall apply for studies relying on independent sources for this information.
1. Provide segment traffic counts, by direc-
tion, for a minimum of seventy-two (72) consecutive hours between 12:00 p.m. Monday and 12:00 p.m. Friday. Legal holi-days or other days as specified by the local government shall be excluded. Fri-day, weekend, or holiday counts may be required for land uses active on week-ends, as determined by the local govern-ment.
2. The data should include a summary of traffic volumes by direction in fifteen (15) minute increments. The a.m., p.m. and other peak hours should be identified as well as the peak hour-to-daily traffic ratio and peak hour directional split. The aver-age daily traffic counts will be adjusted to annual average daily traffic (AADT) using appropriate FDOT seasonal adjustment factors and truck axle adjustment factors.
3. The peak hour segment volume will be determined by applying the approved K-factor for that segment to the AADT vol-ume. All data will be subject to review and acceptance by the local government.
b. The applicant shall provide intersection turning
movement counts if deemed necessary by the local government. These turning movement counts shall be made on one (1) typical week-day (Tuesday, Wednesday or Thursday) from 7:00 a.m. to 9:00 a.m., and 4:00 p.m. to 6:00 p.m., or as otherwise specified. Legal holidays or other days, as specified by the local govern-ment, shall be excluded.
Friday, weekend, or holiday turning movement counts may be required for development proposals for land uses active on weekends, as determined by the local government. The data will include a summary of traffic volumes in fifteen (15) minute increments, with a.m., p.m. and other peak hours being identified.
All data will be subject to review and ac-ceptance by the local government.
7. Trip Generation
a. Each traffic impact study will list all project land uses, applicable ITE land use code, building size(s) and/or dwelling units.
b. Traffic impact study data from a similar land use previously approved by a local government, or the MPO in Pinellas County.
c. A site specific trip generation study of the same type or similar land use shall be conducted at three (3) separate similar land use sites. The survey data will be collected for at least a contin-uous seventy-two (72) hour period between Mon-day 6:00 p.m. and Friday at 6:00 a.m., or as oth-erwise determined by the local government. Le-gal holidays or other days specified by the local government will be excluded. Selection of other trip generation study times will be made when it is determined by the local government that col-lection of the data between the above times will not result in a reasonable estimation of the trip generation characteristics of the proposed land use. The data will include the following:
1. Summary of traffic count data by fifteen (15)
minute increments; 2. Average daily volume, volume during the a.m.
and p.m. peak hours of the adjacent street; 3. The accuracy of the traffic counts will be veri-
fied by performing manual counts and com-paring them to machine count volumes twice daily, once in the a.m. and once in the p.m. for each day of the traffic counts; and
4. All data will be subject to review and ac-ceptance by the local government. This re-view will be based on currently accepted traffic engineering principals.
8. Percent New Trips
a. The percent new trips factor represents the percent by which the trip rate is multiplied to account for only those new trips that are added to the roadway by the proposed development. Thus, diverted or secondary trips going to the proposed development should not be included in the trip total.
b. Each traffic impact study will list all land uses, appli-cable ITE land use code, building size and/or num-ber of dwelling units.
c. Allowable sources for the percent new trips factor for each land use are listed below: 1. The percent new trips factor identified in the
Pinellas County Transportation Impact Fee Ordinance.
29
Pinellas County Metropolitan Planning Organization
MPO TRAFFIC IMPACT STUDY METHODOLOGY
2. Percent new trips factor from a previously approved study of a similar land use or a published study as approved by a local government or the MPO.
3. A site specific origin/destination survey of an identical or similar land use as ap-proved by a local government or the MPO in Pinellas County. a. The origin/destination survey shall
collect, at a minimum, the following information: 1. Date 2. Location 3. Time of Interview 4. Time of the interviewee trip 5. From where the interviewee trip
began immediately prior to arriving (e.g., home, work, retail site, other location).
6. The city, area or zip code where the trip began (i.e., the last desti-nation before arriving at the site being studied).
7. The nearest intersecting streets closest to the location of where the trip began (i.e., the last destination before arriving at the site being studied).
8. Where the interviewee trip will end immediately upon leaving home, work, retail site, other location.
9. The city, area or zip code nearest the trip’s next destination
10. The nearest intersecting streets closest to the trip’s next destina-tion.
b. The location of each origin and des-tination should be plotted graphically on a map and the trip lengths calcu-lated. To determine whether the trip is to be considered a new trip, a rec-tangle will be drawn on the map in such a manner so as to locate the origin of the trip in one (1) corner and the destination of the trip in the opposite corner. If the interview loca-tion is outside the rectangle, the trip is considered to be a new trip and if the interview site is inside the rec-tangle, then the trip is not classified as a new trip. The percent new trips are computed by dividing the num-ber of new trips by the total number of trips generated by the site.
c. Copies of the original surveys and maps indicating trip ends will be submitted as part of the study. All data will be subject to review and acceptance by the local govern-ment. This review will be based on currently accepted traffic engineer-ing principles.
9. Traffic Distribution and Assignment
a. The distribution and assignment of project traffic shall be made in accordance with the procedures listed below and in conformity with accepted traf-fic engineering principles, such as those docu-mented in NCHRP Report 187, “Quick-Response Urban Travel Estimation Techniques and Trans-ferable Parameters - Users Guide”. 1. Use of a gravity model as approved by the
local government. 2. Observations of similar developments in the
vicinity of the proposed development. 3. Traffic distribution may be based upon a
previously approved traffic impact study of a similar land use in the vicinity of the pro-posed development. Such use of a prior study must be justified based upon sound traffic engineering principles and techniques and approved for use by the local govern-ment.
b. The traffic distribution and assignment tech-nique must be approved by the local govern-ment. Local government review shall be based on currently accepted traffic engineering princi-ples.
10. Internal Capture
a. The use of an internal capture factor will be allowed for certain types and sizes of mixed-use developments.
b. Allowable sources for internal capture rates are identified below. 1. The internal capture rate from a previous
traffic impact study of a similar land use approved by a local government or the MPO.
2. The internal capture rates or equations con-tained in the most recent version of the ITE Trip Generation Handbook as ap-proved for use by the local government.
30
Pinellas County Metropolitan Planning Organization
MPO TRAFFIC IMPACT STUDY METHODOLOGY
3. A site specific internal capture study of the same type or similar development ap-proved by the local government. Such a site specific study will be conducted at three (3) separate similar land use sites. The survey data will be collected for at least a two consecutive hour period each day for three (3) days between Tuesday at 12:00 p.m. and Thursday at 8:00 p.m., or as otherwise determined by the local gov-ernment. Legal holidays or other days specified by the local government will be excluded. Selection of other internal cap-ture study times will be made when it is determined by the local government that collection of the data between the above times will not result in a reasonable esti-mation of the internal capture characteris-tics of the proposed project.
The data will include a summary of inter-nal capture data by fifteen (15) minute increments during the p.m. peak hours of the adjacent street. All data will be subject to review and acceptance by the local government. This review will be based on currently accepted traffic engineering prin-cipals.
c. Requests for use of internal capture factors other than those identified above must be submitted along with justification to the local government. All data will be subject to review and acceptance by the local government. This review will be based on currently accepted traffic engineering principles.
d. The total internal capture trip ends shall not exceed twenty-five percent (25%) of the gross project trip ends. 11. Intersection Analysis
a. An intersection analysis must be performed on each major intersection (including signalized in-tersections, unsignalized intersections and those proposed to be signalized), where the total peak hour traffic volume on one (1) or more links form-ing a leg of the intersection is projected to equal or exceed ninety percent (90%) of the maximum service volume of peak hour level of service D for any phase of the project for which approval is being sought.
b. The procedure for performing an intersection anal-ysis will be based upon the methodology con-tained in the most recent edition of the Highway Capacity Manual, Transportation Research Board Special Report 209, or other professionally ac-cepted methodology. Any questions, issues or methodology other than that referenced in the above publication will be subject to the review and approval by the local government.
c. For each intersection at which the total traffic results in a level of service below peak hour level of service D, the applicant will recommend im-provements to the intersection analysis by includ-ing: 1. Printouts and worksheets for all highway ca-
pacity analysis performed on the intersec-tions or roadway links;
2. Copies of any traffic counts performed or used in the analysis, including the source of count data;
3. Documentation of any assumptions used in the analysis including trip generation data, if not already specified for the analysis;
4. Turning movement volumes and documenta-tion of methodology used to project existing, prior vested and project traffic; and
5. Any other applicable data or information.
12. Segment Analysis
a. A segment capacity analysis may be performed to review signal spacing and timing, as well as signal coordination. Such segment capacity anal-ysis shall be performed in accordance with ac-cepted traffic engineering principles and tech-niques using such computer software programs as the Highway Capacity Software, ART_TAB, ART_PLAN, Transyt-7F, Passer II, or Traf_Netsim at the discretion of the local govern-ment.
b. A travel study may be performed to determine the operating speed and corresponding level of ser-vice at which the roadway is operating. The methodology for conducting a travel time study, including the number of sample runs, time peri-ods, and length of the relevant roadway link, must be submitted in writing and receive approval by the local government prior to conducting the study.
31
Pinellas County Metropolitan Planning Organization
Section 5:
Roadway Improvement Constraints
Constrained Facilities Constrained facilities are county and municipal roadways that cannot be expanded as necessary to alleviate a substandard level of service (LOS) condition due to a policy or physical constraint. In Pinellas County, 286 major roadway network lane miles have been designated as a constrained facility with no improvements scheduled or planned. The 286 lane miles were based upon existing conditions in 2014.
In 2006, the Pinellas County Metropolitan Organization (MPO) initiated an effort to develop countywide standards for local concurrency management systems. These applied to LOS Standards, methodologies for review of developer-sponsored traffic impact studies and the adoption of a countywide constrained corridors map. Since the Pinellas County MPO is currently working with local governments to develop a countywide mobility plan the anticipated results of this effort will be a replacement of local concurrency management systems. Therefore an updated constrained facilities map as shown on the next page may change in the future.
33
Pinellas County Metropolitan Planning Organization
Section 6:
Scheduled Improvements
LIST of SCHEDULED ROAD IMPROVEMENTS for 2015 LOS REPORT
Recently Completed, Current & Future Capacity Projects Thru Year 2017/18
Estimated Start of Construction
Year Roadway From To Type of Con-
struction Project Num-ber
Under Construction & Completed during 2014
SR682 / PIN. BAY-WAY E OF GULF BLVD W OF SR679
REPLACE BRIDGE WIDEN TO 4 DIVID-ED
** 2569031
Under Construction during 2014 SR55 / US19HW N OF WHITNEY RD N OF SR60
OVERPASS/FRONTAGE RDS ** 2568811
Under Construction during 2014
SR688 / ULMERTON RD
W OF LK SEMINOLE BYPASS CANAL
E OF WILD ACRES RD
WIDEN TO 6 LANE DIVIDED ** 4091551
Under Construction during 2014
SR688 / ULMERTON RD
E OF WILD ACRES RD
EL CENTRO BLVD & RANCHERO BLVD
WIDEN TO 6 LANE DIVIDED ** 4091541
Under Construction during 2014 SR55 / US19HW SUNSET POINT RD
S OF COUNTRY-SIDE BLVD
RECONSTRUCT AND FRONTAGE RDS ** 2568901
Under Construction during 2014
SR694 / GANDY BLVD
W OF DR ML KING ST N
E OF 4th STREET N
ADD LANES AND RECONSTRUCT ** 2569312-5201
Under Construction during 2014
SR688 / ULMERTON RD E OF 49th ST N W OF 38th ST N
ADD LANES AND RECONSTRUCT ** 2569953
FY – 2014 / 2015 PARK ST / STARKEY RD 84th LANE FLAMEVINE AVE
WIDEN TO 6 LANE DIVIDED *001039A
FY – 2015 / 2016 PARK ST TYRONE BLVD 54th AVE N WIDEN TO 6 LANE DIVIDED *001038A
FY – 2016 / 2017
GATEWAY EXPRESS (118th AVE N / CR296) US19 HWY E OF 28th ST N
RECONSTRUCT AND NEW MAIN ROAD **4338801
FY – 2016 / 2017 GATEWAY EXPRESS (SR686 and 44th ST) 118th AVE N / CR296 BAYSIDE BRIDGE
RECONSTRUCT AND NEW MAIN ROAD **4338801
NOTE: The above listed items are transportation projects that are expected to improve the level of ser-vice for monitored roadway facilities. Only transportation projects scheduled for construction within the next three years that are anticipated to increase roadway capacity are listed. Also, due to utilizing generalized ta-bles and GIS for LOS analysis some projects such as intersection improvements, auxiliary lanes, add-on/drop-off lanes, frontage roads, ramps, and ITS devices are not included. Prepared by the Pinellas County MPO
* County & City Projects
** State Projects
34
Pinellas County Metropolitan Planning Organization
Section 6:
Scheduled Improvements (continued)
Note: The improvements listed on the previous page are transportation projects that are expected to improve the level of service for roadway facilities. Only transportation projects scheduled for construction within the next three years that are anticipated to increase roadway capacity are listed.
Map shows estimated start of construction year: Under const. & completed in 2014 Under construction in 2014 Construction start expected 2014/15 Construction start expected 2015/16 Construction start expected 2016/17
35
Pinellas County Metropolitan Planning Organization
Section 6:
Scheduled Improvements (continued)
Planning for the Future Using the assistance of computer based scenario analysis tools, the Pinellas County Metropolitan Planning Organization is able to project the performance of the roadway network into any future year. Scenario analysis tools were used to create the LOS and V/C Ratio maps with scheduled improvements on the following pages. The maps depict how the roadway network is expected to perform after all improvements scheduled thru 2017/2018 have been completed.
38
Pinellas County Metropolitan Planning Organization
Contact Information
The Pinellas County Metropolitan Planning Organization 310 Court Street Clearwater, Florida 33756 Phone (727) 464-5649 Fax (727) 464-8201 Website: www.pinellascounty.org/mpo Color hard copy available upon request. American Disabilities Act Statement: Should an impaired user of this document have difficulty ob-taining any part of the information, please contact our office and we will make it available in a alterna-tive format.