HomeMy WebLinkAboutSubmittal - Miguel Diaz De La Portilla - Traffic and Queing Analysis ReportSubmitted into the public
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7 AT BLUE LAGOON - TRAFFIC
AND QUEUING ANALYSIS
Technical Memorandum
Submitted into the public
record for item(s) P2.8
on 10/25/18, City Clerk
7 at Blue Lagoon
Traffic and Queuing Analysis
JULY 23, 2018
Engineer's Certification:
I, Fadi Emil Nassar, certify that I currently hold an active Professional Engineer's License in the
State of Florida and I am competent through educational experience to provide engineering
services in the civil and traffic engineering disciplines contained in this report. I further certify
that this report was prepared by me or under my responsible charge as defined in Chapter
61G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are
true and correct to my knowledge and ability,
`o%1I11r1,,
,MIL NASA ,
). ', to,
;* i
Na * x ;u
Fadi Erni! Nassar, 1D. TOOE�.
Professional Engineer State of Florida License No. 51446
Date:
KSKEITH<<:
SCHNARS
ENGINEERS I PLANNERS I SURVEYORS
6500 North Andrews Avenue 1 Ft. Lauderdale, Florida 33309-2132
(954) 776-1616 1 (800) 488-1255 I Fax (954) 771-7690 I www.KSFLA.com
Certificate of Authorization #1337
Submitted into the public
record for item(s) PZ.8
on 10/25I18, City Clerk
KSKEITH&
SCHNARS
MEMORANDUM
TO: Alitza Warwar Weiss; Principal, Weiss Group of Companies
COPIES TO: John P. Krane, P. E., Keith & Schnars
Jose Luis Rodriguez, P.E., Keith & Schnars
FROM: Fadi Emil Nassar, PhD., P.E., PTOE, Keith & Schnars
DATE: July 13, 2018
SUBJECT: 7 at Blue Lagoon — Traffic and Queuing Analysis
Keith & Schnars Project No. 18384.00
I. INTRODUCTION
The purpose of this study is to
evaluate the traffic impacts of the
proposed 7 at Blue Lagoon
project. The project site has an
area of approximately 6.9 acres
and is currently vacant. The site is
generally bounded by Blue
Lagoon on the north, NW 7 Street
on the south, and on the east and
west by several residential condo
developments (see Figure 1).
Due to concerns from the Blue
Lagoon Condominiums regarding
potential traffic impacts, a traffic
study and fieid review were
conducted to assess the existing
conditions, and the impact
associated with traffic from the
proposed project. The proposed project will share the access at NW 4800 Block/NW 7 Street with the Blue
Lagoon Condominiums. The existing access is two lanes with one exit lane and one entry lane at NW 7
Street. It remains two lanes until you approach the entry gate to Blue Lagoon Condominiums where an
additional entry lane is provided (guests and residents) approximately 100 feet from the gate (one exit lane
leaves the Blue Lagoon Condominiums gatehouse).
Figure 9 - Project Study Area
II. EXISTING TRAFFIC CONDITIONS
Intersection Turning Movement Counts (TMC) were collected for the AM and PM peak hours (7:00 to 9:00
AM and 4:00 to 6:00 PM) at the following intersection:
1. 4800 Block/NW 7 Street intersection that provides access to Blue Lagoon Condominiums (signalized),
Keith & Schnars 16500 North Andrews Avenue I Ft. Lauderdale. Florida 33309-2132
(954) 776-1616 I (600) 488-1255 I Fax (954) 771-7690 I www.KSFLA.com
Submitted into the public
record for item(s) P2.8
on 10/25118, City Clerk
7 at Blue Lagoon Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
Jury 13,2018
In addition, three -days (72 hours) of two-way hose counts were collected at the NW 4800 Block access
driveway that serves the Blue Lagoon Condominiums. Queue observations were also made during the peak
periods at the southbound approach of the intersection of NW 7 StreetlNW 4800 Block and the guard house
leading to the Blue Lagoon Condominiums to assess operating conditions and maximum queue lengths.
The collected intersection counts adjusted for the peak season are summarized in Attachment A.
Attachment A also includes the 2017 FDOT peak season adjustment factors as well as the historical traffic
counts at two nearby FDOT count stations located on NW 7 Street and NW 57 Avenue that were used to
estimate background traffic growth. The signal timing plans for the two signalized intersections are provided
in Attachment B.
Traffic counts show higher southbound traffic volumes exiting NW 4800 Block driveway in the AM peak hour,
and higher northbound traffic volumes entering NW 4800 Block driveway in the PM peak hour. The AM peak
hour occurred between 8:00 AM and 9:00 AM. During the AM peak hour, a total of 74 right turns and 78 left
turns were counted at the southbound approach exiting the condominiums. The longest observed queue
during the AM peak hour was 11 vehicles. The average queue per traffic cycle was 3.6 vehicles. The average
and maximum queues are well within the storage length of the driveway.
The intersection of NW 7 Street/NW 4800 Block was analyzed using HCM v6 module of SYNCHRO 10 that
implements the latest Highway Capacity Manual (HCM) methodology. The analysis was based on existing
volumes adjusted for the peak season. The analysis results indicate the intersection is operating at Level of
Service (LOS) B in the AM peak hour and LOS A in the PM peak hour. For southbound traffic, the 951h
percentile queue at NW 4800 Block is 136 feet in the AM peak hour and 149 feet in the PM peak hour, well
within the available storage length. The adopted roadway LOS along NW 7 Street is LOS E+20°I°, Therefore,
the intersection is currently operating at an acceptable LOS and with reasonable queue lengths.
II. EXISTING GATEHOUSE OPERATION AND QUEUES
The Blue Lagoon Condominiums gatehouse operation was observed during the AM and PM peak periods on
June 27, 2018. The gate operated with minimal queues and delays. The longest observed queue at the
guard house occurred during the PM peak hour with 10 vehicles (6 residents and 4 guests) when a confused
driver stopped short of the gate and slowed traffic while figuring out how to turn around. However, this 10-
car queue dissipated in only two minutes once the confused driver cleared the queue. On a couple of other
occasions delays were caused when a car took about 5 minutes to clear the gate. No issues were observed
during the AM peak hour except when a landscape truck had to wait to enter the development via the exit
lane, likely because of the tight turning radius at the entry lanes.
Queues were summarized in 0.5-minute increments for the AM and PM peak hours, Over the Length of the
entire AM peak hour the average queue for visitors was 0.2 vehicles and for residents was 0.1 vehicles; with
the maximum queue extending to 4 vehicles (3 guests and 1 resident). Over the length of the PM peak hour,
the average queue for visitors was 1.4 vehicles and for residents was 0.5 vehicles; with the maximum queue
extending to 10 vehicles (6 residents and 4 guests). Gate observations indicated that visitors. especially
Luber/Lift vehicles, were provided entry access within a relatively short time. The queue lengths are
graphically represented for the AM and PM peak hours in Figures 2 and 3, respectively.
KsKEITH
SCHNAPS
Submitted into the public
record for items)PZ.8
on 10/25/18, City Clerk
7 at Blue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
July 13. 2018
vehicle Queue at Blue Lagoon Gate Entrance
AM PEAK HOUR (8:00 to 9:00 PM)
June 27, 2018
Visitors (Average Queue): 0.2 vehicles
Residents (Average Queue); 0.1 vehicles i
I 1 I
1113333313133111131133131333313333111311111131
E,a««as«e�FS. .--aw 'me-e �� M laxMraA"s::�a.s
Thm.. l +l
NOM. imal..d.m. W. +AK Ra.ldw+.
3 3 3 3 3 3 3 1 3 1 3
Figure 2 - AM Queue Length at the Gatehouse
Vehicle Queue at Blue Lagoon Gate Entrance
PM PEAK HOUR (4:45 to 5:45 PM)
June 27, 2018
Visitors (Average Queue): 1.4 vehicles
Residents (Average Queue): 0.4 vehicles
RI;Aril i�i
ul
3iIt1
!sew-=
Figure 3- PM Queue Length at the Gatehouse
I11. PROJECT TRIPS
The proposed development consists of 888 residential apartment units and 294 hotel rooms. The trip
generation was determined for daily (Table 1), AM peak -hour (Table 2) and PM peak -hour conditions (Table
3) based on the rates and/or formulas provided in the latest Institute of Transportation Engineers' (ITE) Trip
Generation Manual, 10th Edition, 2017. ITE internalization rates among various land uses were used to
estimate internal trips (see Attachment C). Furthermore, a 5% transit reduction was applied to external trips
-3-
KSKEITH
SCHNAPS,
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
7 at Blue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No 18384.00
July ?3, 2018
considering lTE rates were generally developed for suburban areas, whereas Miami -Dade County has an
extensive transit system. The project's estimated net external trips are 2,356 trips daily, 251 trips during the
AM peak hour, and 213 trips during the PM peak hour, as shown in the following tables,
Table 1
Daily Trip Generation
7 at Blue Lagoon
Land Use
Density (1)
Residential Condo+Hl-Rise 688
Business Hotel 294
Total Trips before Internalization =
Percent lntematzation (4) =
Sub -Total
Transit Reduction (5)
TOTAL PROPOSED DEVELOPMENT TRIPS =
Daily Trip Generat
Units
Dwelling Units
Rooms
1.0%
ITE Land
Use Code
222
312
on • Proposed Mixed Use • Multi -Family + Hotel
ITE Setting I Location {2)
Dense Multi -Use Urban
General UrbanSuburban
ITE 10h Edition Trip
Generation Rate or Formula
(2) (3)
Ln(T) = 0.84 Ln(X) -1.61
T = 2,90(X) +151.69
Two -Way
Trips
Notes:
(1) DOrebpmlent units as provided on Sheet Af.00 Rezoning Plans Submission {February 19. 7018) , prepared by Kob Karp Archie.
(2) Locaton parameter, trip rale or trip formula as provided in ITE Trip Generation Manual.10111 Edition.
(3) X = Number of land Use Units: T = Number of Vehichs Trips
(4) I,Mrnatzatlon - External tip reducioln due to internal Interaction between land uses. Based on 1TE intemalizaimn rates in Trip Generation 10th Editon.
{5) Transit reduction factor to account for Transit passenger tips.
Land Use
Residential CondohllRise
Business Hotel
Density (1)
Total Trips before Internalization =
Percent Internalization (4)
Sub•Total
Transit Reduction (5)
688
294
TOTAL PROPOSED DEVELOPMENT TRIPS =
Table 2
AM Peak -Hour Trip Generation
7 at Blue Lagoon
1,500
1,004
2,504
24
2,480
124
Inbound
Outbound
50.0%
50.0%
0.0%
' 50.0%
50.0%
Trips
750
502
1,252
12
1,240
62
'1C
50.0%
50.0%
50.0%
0.0%
r 50 0%
50.0%
2,356 ~ 50.0% 1,178 50.0%
Trips
750
502
1,252
12
1,240 _
62
1,178
AM Peak -Hour Generation - Proposed Mixed Use - Multi -family + Hotel
Omits
Dwelling Units
Rooms
0.0%
ITE Land
Use Code
222
312
ITE Setting I Location (2)
Dense Multi -Use Urban
General UrbanSuburban _
ITE 10"' Edition Tnp
Generation Rate or Formula
(2) (3)
Ln{T) = 0.84 Ln(X) - 0.65
T=0.35(%)+4.40
Two -Way
Trips
Notes:
(1) Deualoprnent unds as provided on StreetA1.00 Rezoning Plans Submission (February 19. 2018) , prepared by Kobi Karp Architects.
(2) Location parameter, tip rale or trip formula as provided in TfE Trip Generation Manual, 101h Edition.
(3) X = Number of Land Use Units: T = Number cif Vehrde Trips
{4) Internalization - External trip reduction due to internal Interaction between land uses. Based on FTE intemalizatton rates in Trip Generation 10th Edition.
(5) Transit reduction factor to aceoumtfor transit passenger trips.
Table 3
PM Peak -Hour Trip Generation
7 at Blue Lagoon
PM Peak -Hour Trip Generation
157
107
264
0
264
13
Inbound
Outbound
12.0%
42.0 %
' 24.2%
0.0%
24.2%
24.2%
251 T 24.2%
Trips
45
64
0
64
3
61
58.0%
75.8%
0.0%
75.8%
75.8%
75.8%
Traps
138
62
200
0
200
" 10
190
Land Use
Residential CondohilRise
Business Hotel
Density (1)
Total Trips before Internalization =
Percent Internalization =
Sub -Total
Transit Reduction
688
294
Units
Dwelling Units _
Rooms
1.8%
5.0%
ITE Land
Use Code
222 _
312
ITE Setting I Location (2)
Dense Multi -Use Urban
General UrbanGuburban
ITE 106' Edition Trip
Generation Rate or Formula
(2) (3)
Ln(T) = 0.81 Ln()9 - 0.60
T = 0.32(X)
TOTAL PROPOSED TRIPS
Two -Way
Trips
Notes.
(I) De+elopmenl units as provided on Sheet A 1.00 Rezoning Plans Submission (February 19 2018) . prepared by Kobi Karp Architects
{2) Location parameter, trip rate or trip formula as pror+ded in fTE Tnp Generation Manual,10C1 Edition.
(3)11= Number of Land Use Units: T = Number of Vehicle Trips
(4) Internalization - External trip reduciotn due to internal hteracton between land uses. Based on fTE internalizailon rates in Trip Generation 10th Edition
(5) Transit reduction factor to account for b ansit passenger trips.
_4-
134
94
Inbound
Outbound
70.0%
55.0%
228 64.0%
4
224
50.0%
64.3%
Trips
94
52
146
144
'la
30.0%
45.0%
36.0%
50.0%
35.7%
Trips
40
42
82
80
11 64.3% ' 7 35.7 k . 4
213 64,3% 137 = 35.7% 76
KSKEITH&
SCHNARS
rr
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
1
1
1
I
1
1
1
1
1
7 at Blue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
July 13, 2018
IV, PROJECT TRIP DISTRIBUTION
The proposed project land uses are residential/hotel and therefore the trip distribution associated with the
project can be assumed similar to the Blue Lagoon Condominiums. The driveway at NW 4800 Block/NW 7
Street serves as the only access to the residential Blue Lagoon Condominiums. Based on the distribution of
the existing traffic counts to/from the east and west, the project proposed inbound and outbound traffic was
distributed for the AM and PM peak hours. Table 4 summarizes the trip distribution of the net external peak
hour traffic from 7 at Blue Lagoon at the project's driveway.
Table 4
7 at Blue Lagoon - Project Trip Distribution
Trip Distribution
4800 B8c Existing
AM OUT
AM IN
PM OUT
PM IN —
Trips_
East (581)
West (58R)
Trips,
East (WEIR
West (EBL)
Trips
East (584}
Weat (SBR)%
Trips
East WEIR)
West (EBL}
4800 Blk Existing Trips
158
81
77
41
16
25
73
42
31
135
55
80
Existing Trip Distribution Percent
51%
49%
39%
51%
58%
42%
41%
59% '
Blue Lagoon (Total)
190
97
93
61
_
24
37
76
44
32
137
56
81
Blue Lagoon-4800 Block
190
97
93
61
24
37
76
44
32
137
56
81
Blue Lagoon -NW 47 Ave
0
0
0
0
0
0
0
0
0
0
0
0
Total Trips (One Driveway)
348
178
170
102
4o
62
149
86
63
272
111
161
Total Trips (Two Driveways)
348
178
170
102
4o
62
149
86
63
272
111
161
V. BACKGROUND TRAFFIC GROWTH
For the purpose of this analysis, the construction of 7 at Blue Lagoon was anticipated to be completed in five
years in 2023. A traffic background growth rate was estimated using historical traffic volume data at FDOT's
nearest count stations. The closest two count stations are Station #7052 located on NW 7 Street west of NW
43 Place, and Station #1189 located on NW 57 Avenue north of NW 7 Street. Both stations show decreasing
traffic volumes between 2013 and 2017 as summarized in Table 5 and Figure 4; and therefore a minimum
annual growth rate of 0.5% was assumed for this study.
Table 5
7 at Blue Lagoon - Compounded Annual Growth Rate at FDOT Count Stations
Road
Count Station Location
Station
2013
2014
2015
2016
2017
Growth/Yr.
NW 7 Street
West of NW 43 Place
#87-7052
31,500
27,000
27,000
27,500
27,500
SW 57 Ave
North of NW 7 Street
#87-1189
40,0'00
39,000
37,000
40,500 1 +
1 l l +
Weighted Average
Annual Growth Rate
71,500
66,000
64,000
68,000
65,500
-2.17%
Use
0.50%
45,000
40,000
35,000
30,000
25,000
20,000
Figure 4 -Historical Growth- 'Traffic Volumes at FDOT Count Stations
2013 2014 2015
NW 7 Street SW 57 Ave
2016 2017
_5-
KSKEITH&
SCHNARS
Submitted into the public
record for item(s) P2.8
on 10/25/18, City Clerk
1
1
1
1•
1
1
1
1
1
7 at Blue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
July 13, 2018
V. FUTURE CONDITIONS AT PROJECT BUILDOUT
In order to facilitate traffic flow into and out of the access driveway when this project is built, it is proposed
that the access driveway be widened to three lanes. An additional outbound lane would be constructed along
the north -south part of the 4800 Block access driveway (southbound) so that there are separate left -turn and
right -turn lanes at the intersection of NW 7 Street. Along the east -west portion of the access driveway an
additional westbound lane towards the Blue Lagoon Condominium Gate House would be constructed. This
new lane would provide access to the 7 at Blue Lagoon property and the Blue Lagoon Condominiums will
have the same access as it does today with improved flow for resident traffic due to a longer approach lane.
A traffic operational analysis for the AM and PM peak hours was conducted for project bulldout conditions in
2023 using Synchrol0 to evaluate the intersection operation and SimTrafficl0 to evaluate queuing. Total
traffic volumes in 2023 consisted of the sum of existing traffic adjusted for the peak season, background
traffic growth along NW 7 Street and new project traffic from the 7 at Blue Lagoon development. The analysis
included the widened driveway configuration discussed above.
The intersection analysis indicates that the project access driveway and the intersection of NW 7 Street will
operate at an overall acceptable LOS C or better. Delays were computed using HCM v6 module of Synchrol0
and the queues were estimated using the more accurate SimTraffic traffic micro -simulation that accounts for
actual gaps in the traffic stream based on existing signal timing, phasing and cycle length. Table 6 provides
a comparison of the intersection decays and LOS for existing and buildout conditions. For future conditions
with the project, the southbound average delays at NW 4800 Block (project driveway) are within one second
when compared to existing conditions for both the AM and PM peak hours due to proposed driveway widening
from two to three lanes.
Table 7 shows the calculated queues at the project driveway for both 2018 and 2023 traffic conditions using
SimTraffic traffic micro -simulation software. Figure 4 shows a snapshot of the traffic simulation. The
calculated southbound queues at NW 4800 Block are reduced during the AM peak hour from 136 feet in 2018
for the shared right -left lane, to 121 feet for the separate left -turn lane and 119 feet for the separate right -turn
lane. During the PM peak hour, the queues are reduced from 149 feet for the shared lane to 131 feet for the
left -turn lane and 83 feet for the right -turn lane. By providing exclusive left -turn and right -turn lanes queues
are reduced because right -turning traffic can turn right on a red light and make use of gaps in traffic during
the red phase.
The Synchro and SimTraffic printed outputs for existing condition in 2018, bulldout condition in 2023 and for
the AM and PM peak hours are provided in Attachment D.
KSTH
SCHNAPS
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
t
e
i
7 at Blue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
July 13, 2018
Intersection
4800 Block I NW 7 Street
Table 6
7 at Slue Lagoon
Intersection LOS & Delays - Existing Conditions 2018
AM Peak Hour
NB
PM Peak Hour
Total
EB
WB
SB
Total
EB
WB
NB
SB
Delay
L05
Delay
LOS
Delay
LOS
Delay
LOS
Delay
LOS
OeW
LOS
Delay
LOS
Delay
LOS
Delay
LOS
Delay
LOS
18.3
B
17.8
B
1
18.0
B
24.1
C
8.8
A
13.1
B
1.8
A
58.9
E
Intersection LOS & Delays - Future 2023 Conditions with Driveway Widening
Intersection
AM Peak Hour
PM Peak Hour
L
Total
EB
WB
NB
5B
Total
EB
WB
NB
5B
Delay
LOS
Delay
LOS
Delay
LOS
Delay
LOS
Delay
L05
Delay
L05
Delay
LOS
Delay
LOS
Delay
LOS
Delay
LOS
4800 Block 1 NW 7 Street
22.1
C
18.2
B
26.5
C
24.7
C
J
10.3
B
13.4
B
2.1
A
59.1
E
Notes:
Pink color highlight indicates failing LOS F
Grey color highlight indicates non -exiting approaches
Yellow color highlight indicates excessive delays outside equation validity as computed by HCM 2010 module
Delays were computed using the HCM v6 Module of Synhcro 10.
Table 7
7 at Blue Lagoon
Turning Lane Queues - Existing Conditions in 2018
intersection
AM Peak Hour
PM Peak Hour
SBL
SBR
EBL
SBL
SBR
EBL
Veh
FT
Veh
FT
Veh
FT
Veh
FT
Veh
FT
Veh
FT
4800 Block / NW 7 Street
5.9
136.0
5.9
136.0
2.0
46.0
6.5
149.0
6.5
149.0
4.3
100.0
Turning Lane Queues - Future 2023 Conditions with Driveway Widening
Intersection
AM Peak Hour
PM Peak Hour
SBL
SBR
EBL
SBL
SBR
EBL
Veh
FT
Veh
FT
Veh
FT
Veh
FT
Veh
FT
Veh
FT
4800 Block 1 NW 7 Street
5.3
121.0
5.2
119.0
3.2
74.0
5.7
131.0
3.6
83.0
6.2
143.0
Notes:
Queuing analysis based on traffic micro -simulation using SimTraffic version 10.
Average vehicle space in a queue assumed to occupy a length of 23 feet.
K5KEITH&
SCHNARS
-7-
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
7 at Biue Lagoon - Traffic and Queuing Study
Keith & Schnars Project No. 18384.00
July 13.2018
Figure 4 - SIMTRAFFIC Traffic Simulation Snapshot
VI. STUDY CONCLUSION
4800 Block Intersection Driveway
The traffic and queuing analysis demonstrated that when 7 at Blue Lagoon is built as proposed, the NW 4800
Block access intersection will operate at an overall acceptable LOS C or better in 2023 during both the AM
and PM peak hours, Furthermore, when compared to the existing condition, it will operate with similar delays
and shorter queues in 2023 during both the AM and PM peak hours due to the widening of this driveway to
3 lanes. Therefore, the construction of 7 at Blue Lagoon will not have a negative traffic impact on the
operation of the driveway serving the Blue Lagoon Condominiums.
Blue Lagoon Condominium Gate House
Field observations indicated generally good operation and relatively short queues and wait times at the
gatehouse serving the Blue Lagoon Condominiums. The only long queue at the gate was caused by one
guest driver that mistakenly blocked the resident lane and tried to make a U-turn. Only a couple of times did
the guest queue at the gate reach 5 or 6 cars and that occurred on two occasions when it took fve minutes
to process the guest vehicle at the guard house. The average queue length over the length of the PM peak
hour was 1.4 vehicles for visitors and 0.5 for residents. Operation at the gate can be improved by better
demarcating the guest and resident lanes, and by better managing guests when clearance to enter cannot
be quickly obtained. By providing an additional inbound lane (westbound) along the east -west portion of the
driveway to accommodate the 7 at Blue Lagoon traffic, the gate house traffic wilt have the same or better
access than it does today.
In conclusion, with the proposed improvements to the NW 4800 Block access driveway, the 7 at Blue Lagoon
project will not have a negative traffic or queuing impact on the shared driveway at NW 4800 Block or the
gate house that serves the Blue Lagoon Condominiums.
_8-
KSKEITH&
SCHNARS
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
ATTACHMENT A
Traffic Count Summary
Submitted into the public
record for items) PZ.8
on 14 25 18 City Clerk
TABLE A-1
TMC #1- NW 7 Street & 4800 Block - Peak Hour Peak Season Volumes - We 6/27/18
7 at Blue Lagoon
(74)
159
(1,316) 965
NW 7 Street
(80)
(1,265) 1,198
(41) 21
> (1,386) 1,244
(31) (1) (42)
77 1 81
27
(43)
4800 Block
4800 Brock
e, (135)
41
909 (1,341) . 1
16
888
5
(55)
(1,285)
(1)
NW7S
1,307
AM Peak Hour
PM Peak Hour
0 Adjusted for Peak Season
0 PSCF = 1.04
AM Period
- Adjusted Hourly Turning
Westbound
Movement Counts (vph)
Northbound
Eastbound
Start
Southbound
Time
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Total
07:00 AM
83
0
54
20
805
2
0
0
0
22
1,089
25
2,100
07:15 AM
84
0
58
21
838
2
0
0
0
24
1,145
29
2,201
07:30 AM
82
0
70
14
870
3
0
0
0
18
1,128
20
2,205
07:45 AM
74
0
78
18
841
4
0
0
0
19
1,168
20
2,222
08:00 AM
74
1
78
15
854
5
0
0
0
20
1,152
24
2,223
Westbound
Northbound Eastbound
Total
AM Peak Hour
8:00-9:00 AM
Southbound
Right
Thru
Left
Flight
Thru
Left
Right
Thru
Left
Right
Thru
Left
TMC Counts
74
1
78
15
854
5
0
0
0
20
1,152
24
2,223
Adjusted (PSCF)
77
1
81
16
888
5
0
0
0
21
1,198
25
2,312
PHF (mvmt)
0.69
0.25
0.72
0.54
0.93
0.42
0.00
0.00
0.00
0.71
0.89
0.75
0.96
PHF (approach)
0.89
0.00
0.93
0.89
%Truck (DHT)
2.0%
2.0%
2.0%
2.0%
2.6%
20.0%
2,0%
2.0%
2.0%
2.0%
3.5%
2.0%
2.9%
%Truck (DHT)
2.0%
2.0%
2.6%
3.3%
2.9%
PM Period - Adjusted Hourly Turning Movement Counts (vph)
Start
Southbound
Westbound
Northbound
Eastbound
Time
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Total
04:00 PM
41
0
42
38
1,212
4
0
0
0
55
1,110
60
2,562
04:15 PM
38
0
43
40
1,205
2
0
0
0
50
1,135
54
2,567
04:30 PM
33
1
40
47
1,188
2
0
0
0
45
1,186
55
2,597
04:45 PM
32
1
38
45
1,212
1
0
0
0
40
1,226
71
2,666
05:00 PM
30
1
40
53
1,236
1
0
0
0
39
1,216
77
2,693
PM Peak Hour
5:00-6:00 PM
TMC Counts
Adjusted (PSCF)
PHF
PHF (approach)
%Truck (DHT)
%Truck (DHT)
Southbound
Westbound
Northbound
Eastbound
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
30
1
40
53
1,236
1
0
0
0
_ 39
1,216
77
31
1
42
55
1,285
1
0
0
0
41
1,265
80
0.83
0.25
0.91
0.78
0.93
0.25
0.00
0.00
0.00
0.75
0.97
0.74
0.89
0.00
0.94
0.95
_
2.0%
2.0%
2.5%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.096
2.0%
2.0%
2.0%
2.0%
Total
2,693
2.801
0.95
0.95
2.0%
2.0%
IIIIN MI I f 1 1 ! 1 ! 1 1 1-1 I 1 E I
7 at Blue Lagoon - 2018 AM Peak Hour Volumes
Map - @Igin I.aq on n-E xl.Nn1Jill204I
09ue l agoon-E ltll ng-A4A2076
H5S-FE4
Submitted into the public
record for items) PZ.8
on 10/25/18, City Clerk
i li r k r is , IV t I t 1 1 I I I [ 1 all 1 4 ! I
Submitted into the public
7 at Blue Lagoon 2018 PM Peak Hour Volumes record for item(s) Pz.B
on 10/25/18, City Clerk
Map - Blue Lagcan{:4ping-PM2O10
2017 PEAK SEASON FACTOR CATEGORY REPORT
CATEGORY: 8701 MIAMI-DADE SOUTH
WEEK DATES
SF
REPORT TYPE: ALL
MOCF: 0.99
PSCF
Submitted into the public
record for item(s) PZ.8
an 10/25/18, City Clerk
1
2
3
4
5
6
* 7
* 8
* 9
' *10
*11
*12
*13
*14
*15
*16
*17
*18
*19
20
21
22
23
24
25
26
28
28
29
30
31
11 32
33
34
35
' 36
37
38
39
40
42
42
43
44
11 45
46
47
48
49
1 50
51
52
53
1
1
1
1
1
01/01/2017
01/08/2017
O1/15/2017
01/22/2017
01/29/2017
02/05/2017
02/12/2017
02/19/2017
02/26/2017
03/05/2017
03/12/2017
03/19/2017
03/26/2017
04/02/2017
04/09/2017
04/16/2017
04/23/2017
04/30/2017
05/07/2017
05/14/2017
05/21/2017
05/28/2017
06/04/2017
06/11/2017
06/18/2017
06/25/2017
07/02/2017
07/09/2017
07/16/2017
07/23/2017
07/30/2017
08/06/2017
08/13/2017
08/20/2017
08/27/2017
09/03/2017
09/10/2017
09/17/2017
09/24/2017
10/01/2017
10/08/2017
10/15/2017
10/22/2017
10/29/2017
11/05/2017
11/12/2017
11/19/2017
11/26/2017
12/03/2017
12/10/2017
12/17/2017
12/24/2017
12/31/2017
* PEAK SEASON
- 01/07/2017
- 01/14/2017
- 01/21/2017
- 01/28/2017
- 02/04/2017
- 02/11/2017
- 02/18/2017
- 02/25/2017
- 03/04/2017
- 03/11/2017
- 03/18/2017
- 03/25/2017
- 04/01/2017
- 04/08/2017
- 04/15/2017
- 04/22/2017
- 04/29/2017
- 05/06/2017
- 05/13/2017
- 05/20/2017
- 05/27/2017
- 06/03/2017
- 06/10/2017
- 06/17/2017
- 06/24/2017
- 07/01/2027
- 07/08/2017
- 07/15/2017
- 07/22/2017
- 07/29/2017
- 08/05/2017
- 08/12/2017
- 08/19/2017
- 08/26/2017
- 09/02/2017
- 09/09/2017
- 09/16/2017
- 09/23/2017
- 09/30/2017
- 10/07/2017
- 10/14/2017
- 10/21/2017
- 10/28/2017
- 11/04/2017
- 11/11/2017
- 11/18/2017
- 11/25/2017
- 12/02/2017
- 12/09/2017
- 12/16/2017
- 12/23/2017
- 12/30/2017
- 12/31/2017
0.99
1.01
1.02
1.01
1.01
1.00
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.98
0.98
0.98
0,99
0.99
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.01
1.02
1.02
1.03
1.03
1.02
1.02
1.01
1.01
1.02
1.02
1.03
1.03
1.02
1.02
1.01
1.00
1.00
1.01
1.01
1.01
1.01
1.00
1.00
0.99
0.99
1.01
1.02
1.00
1.02
1.03
1.02
1.02
1.01
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.99
0.99
0.99
1.00
1.00
1.01
1.01
1.01
1.01
1.01
1.01
1.01
1.02
1.03
1.03
1.04
1.04
1.03
1.03
1.02
1.02
1.03
1.03
1.04
1.04
1.03
1.03
1.02
1.01
1.01
1.02
1.02.
1.02
1.02
1.01
1.01
1.00
1.00
1.02
1.03
02-MAR-2018 15:35:06 830UPD 6_87012KSEASON.TXT
FW_111ig E_'4
14
1
COUNTY: 87 - MIAMI-DADE
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2017 HISTORICAL AADT REPORT
SITE: 7052 - NW 7TH ST, 100 FT W OF NW 43RD PL
YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR
2017 27500 F E 14000 W 13500 9.00 55.70 5.20
2016 27500 C E 14000 W 13500 9.00 56.10 5.20
2015 27000 F E 12500 W 14500 9.00 57.40 14.50
2014 27000 C E 12500 W 14500 9.00 59.30 14.60
2013 31500 F E 16000 W 15500 9.00 58.90 2.30
2012 31500 C E 16000 W 15500 9.00 59.70 2.30
2011 35000 F E 16500 W 18500 9.00 58.20 4.50
2010 35000 C E 16500 W 18500 7.87 58.27 3.30
2009 36500 C E 18500 W 18000 7.98 59.96 5.20
AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE
S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE
V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN
*K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES
Submitted into the public
record for item(s) PZ.8
on 1OJ25/18, City Clerk
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2017 HISTORICAL AADT REPORT
COUNTY: 87 - MIAMI-DADE
SITE: 1189 - SR 959/RED RD/SW 57 AV, 200' N NW 7 ST
YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR
2017 38000 C N 18500 S 19500 9.00 55.70 5.20
2016 40500 C N 20000 S 20500 9.00 56.10 3.60
2015 37000 C N 17000 S 20000 9.00 57.40 3.80
2014 39000 C N 20000 S 19000 9.00 59.30 3.70
2013 40000 C N 21000 S 19000 9.00 58.90 2.80
2012 41000 C N 20500 5 20500 9.00 59.70 2.50
2011 40000 C N 20500 S 19500 9.00 58.20 3.80
2010 38500 C N 20000 S 18500 7.87 58.27 3.30
2009 41000 C N 20000 S 21000 7.98 59.96 3.40
2008 41500 C N 21000 S 20500 8.07 66.31 3.1❑
2007 43500 C N 21500 S 22000 7.90 63.12 3.00
2006 42000 C N 21500 S 20500 7.39 58.66 5.40
2005 38000 C N 19000 S 19000 7.70 65.70 7.10
2004 37500 C N 19000 S 18500 8.20 67.10 7.10
2003 40000 C N 20500 S 19500 8.10 72.30 3.40
2002 43500 C N 21500 S 22000 9.20 68.00 2.40
AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE
S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE
V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN
*K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES
Submitted into the public
record for items) PZ.B
on 10/25/18, City Clerk
Submitted into the public
record for items) P2.8
on 1fi x5 fig, City Clerk
ATTACHMENT B
Signal Timing Sheets
1 1 1 1 1 1 1 L 1 1
L
Print Date:
5/2212018
TOD Schedule Report
for 6443: NW 7 St@NW 4800 Bik
Print Time:
6:33 PM
IUD 7'OD Active Active
Asset Intersection Schedule On Mode Pi nl. rac1e, Offalt Settin DieseBank Maximum
6443 NW 7 St@NW 4800 Blk DOW-3 N/A 0 0 N/A 0 Max 0
Splits
1L11 Ella Lill M. 4 .1. 5 PHA PII 7 MU
EBL WBT EBT SBT
0 ❑ 0 0 0 0 0 ❑
Phase Ma, Don't Walk Min Initial
Veh Ext
Max Limit Max 2 Yellow
13 .
Phase Bank
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
1 EBL
❑ - 0 - 0
0 - 0 - 0
5 - 5 - 5
2 - 2 - 2
10 - 10 - 10
15 - 15 - 15
4.4
2
2 WBT
0 - 0- 0
0- 0 - 0
16- 16- 16
1 -1 - 1
18- 18- 18
0 -45-40
4.4
2
3-
0-❑- 0
0 - 0- 0
0- 0- 0
0- 0 -❑
0- 0- 0
0- 0- 0
0
❑_
4-
0-❑- 0
0- 0 - 0
0- 0- 0
0- 0 - 0
0- 0- 0
0- 0- 0
0
0
5-
0- 0- 0
0- 0-❑
0- 0- 0
0- 0 - 0
0- 0- 0
0- 0-0
0
0
6 EBT
0 - 0- 0
0 - 0 - 0
16- 16 - 16
1 - 1 - 1
18- 18 - 18
0 - 45 - 40
4.4
2
7-
0- 0- 0
0- 0- 0
0- 0- 0
0- 0 - 0
0- ❑- 0
0- 0- 0
0
0
8 SBT
7 - 7 - 7
14 - 14 - 14
7 - 7 - 7
3.5 -2.5 - 2.5
20 - 20 - 20
63 - 45 - 50
4
2.6
Last In Service Date: unknown
Permitted Phases
12345678
Default 12-6-8
External Permit 0
External Permit 1-2-6-8
External Permit 2 -2-6-8
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
Page 1 of 2
Print Date:
512212018
TOD Schedule Report
for 6443: NW 7 St@NW 4800 Bik
Current
Cycle
1
FBI,
2
WBT
Green Time
6
I:R'1
7 R
- SBT
Ring Offset
Offset
3
-
4 5
-
TOD Schedule Plan
1
70
7
20
0
0
Q
33
0
24
0
41
3
9Q
7
35
0
Q
0
48
0
29
0
2
4
75
5
27
0
0
0
38
0
24
0
56
5
70
6
20
0
0
0
32
0
25
0
0
6
170
7
87
0
0
0
100
0
57
0
115
8
120
6
56
0
0
0
68
0
39
0
89
9
180
7
115
0
0
0
128
0
39
0
17
10
170
5
92
0
0
0
193
0
54
0
119
12
160
6
66
0
0
0
78
0
69
0
54
14
150
6
81
0
0
0
93
C
44
0
34
15
120
6
31
0
0
0
43
C
64
0
0
17
100
6
51
0
0
0
63
C
24
0
0
_
Current Time of Day Function
Time Function Settings " Dav of Week
ONO TOD OUTPUTS SuM T ThF S
0600 VEH MAX RECALL M T W ThF
0630 VEH MAX RECALL - M T W ThF
Print Time:
6:33 PM
Local TOD Schedule
Time Plan DOW
0000 Free Su M T W Th F S
0230 Free M T W Th F
0330 Free Su S
0500 Free M T W Th F
0530 8 M T W Th F
0600 3 M T W Th F
0900 8 Su S
0930 10 M TWThF
1100 10 Su S
1130 12 M T W Th F
1245 6 M T W Th F
1400 9 M T W Th F
1830 5 Su S
2000 14 M T W Th F
2100 15 SuM T W Th F S
2200 17 M T W Th F
Local Time of Day Function
Time
0000
0600
0630
Function
TO❑ OUTPUTS
VEH MAX RECALL
VEH MAX RECALL
Settings * ❑av of Week,
SuMTWThFS
8 M T W ThF
MTWThF
No Calendar Defined/Enabled
" Settings
Blank - FREE - Phase Bank 1, Max 1
Blank - Plan - Phase Bank 1, Max 2
1 - Phase Bank 2, Max 1
2 - Phase Bank 2, Max 2
3 - Phase Bank 3, Max 1
4 - Phase Bank 3, Max 2
5 - EXTERNAL PERMIT 1
6 - EXTERNAL PERMIT 2
7 -X-PEA OMIT
8 - TBA
Submitted into the public
record for item(s) PZ.B
on 10/25/18, City Clerk
Page 2 of 2
0
m
7c
uageJadp 6ulyseI
O -- - a C - C]
Y
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1-
O -- . u m -
— r-
r
31E-
1
CD
0 co
`t C2
m z
t7
CR
jQ
0)
co
Submitted into the public
record for items) PZ.8
on 10/25/18, City Clerk
CQ::(0
N
a"
Aeidej[ siuewenayy
0
U3
z
1
0
1,
z
0
a
co
co
z
II _ L t 4 ilis. I it 1 ft IkzV It 1 lit & 1 1 I[ 1 J It Ii 17 AI
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
SIGNAL HEAD & SIGN DETAILS
II El
TEAT NO. 660-1-131
3- 11E0161/i0
LU SABI ES WAY
w ST
W-16
ITEM MO. 700-46-1
1- REOUPEO
e
L"J
ITEM NO 650- - 151
1- Of CURED
NW 50 AV
1 J
93-15
MN NO. 760-42-t
1 - R EOUN O3
SIGNAL OPERATING PLAN
L
01 02 03
roNTROI I PR OP
1 M I . r166 -NR 7 67
, 11brr .u.rl It
s. 6442, Mrew9 Wr... 92.07.
3
Maim 1,3 .atr.I.p, W.o.. 2 +.cre
. 144404401.. 1. 041061•60 ypyR
S. 'Slld 6.36.42•4064 -. . 2
1' 1370I2 06mte.. Kw 7 12 6270, N6 MOP &MCI ..6
NOTES
—12
11q.11RIta1M Tom 143,26240 , T.I 306 462 6126
2 2.o111tr11 her R.P..#*tale 61o,R U0ul TN 305-222-7662
17F}I NO. 653-171
2 - 14:7l1Rei6
0
ITE4 NO. 660-1-13$
2- 0EC1IdRn
RIY.7R
2 - REOUF/6T1
mOPv!EC
,TiL 602410E POINT
170-1-1 (201.0
610-1-
1116-1-1.711
636-1-1]
639-2-1
rgEaVI 4
011 JINN 2 2 2
40' INESS/EI2R=SS AN0
LITLITY CASELIENT PER O.R.B. 12999, PACE 327
872-1-1
635-1-11 (4 Es)
620-1-1 00 Lk-)
660•-1-109 (2 W.
665-120
223-124
620-1-1 tit Li)
616-1-11
647-11
64'r11
1O' FP7 L'^W TY EASEMENT�
RJW LINE
UPS SABINES WAY (NW 7 51)
040
FA
II
1/1
;;
Mi is44,
II
• • 7b' u �IANNIMM Wit
R/W LINE /R
Pa -SA STP TOO
620-1-1 120 al�
p37-1-11
6'51-107
046-11
620-1-t (00 1ij
636-1-11 a -FA)
669-107
NOTE' CONDUIT SMALL BE fi1STALLEO B'1' THE
DIRECTIONAL BORE h1ETNDO AT THIS INTERSECTION
dlsroLL v.-7
/£$t11.6 a
P5-7y
Mond mom put
SERVICE PON!"
2 6' 7ELLIW
116" TELLOW
EXIST Swlc
M•OE 0461t 1421112 103.32 OUT.
Igt♦M7 [MIK.
N. 7 s1 ..O 4.506 6_004
W.JbI p. ¢w1 1 e,
R3-5A STOP/RTO
REV. DATE
OE$CRWTION
BT
NW 7 ST AND NW 4800 BLOCK
INTERSECTIDN ID NO. 5443
A1U51N0
11E510611
NLT9NO 2- Fit"(Ai0
DRAWN J' OA
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
ATTACHMENT C
Project Trip Generation and Internalization
C
i
•
Em!
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
Table C-1
Daily Trip Generation
Daily Trip Generation • Proposed Mixed Use - Multi -family # Hotel
Land Use
Density
(1
Units
ITE Land
Use Code
ITE Setting l Location '
(2)
ITE 10`" Edition Trip
Generation Rate or Formula
(2) (3)
Two -Way
Trips
Inbound
-
Outbound
%
Trips
%
Trips
Residential CondolHL-Rise
888
Dwelling Units
222
Dense Multi -Use Urban
Ln(T) = 0.84 Ln(X) + 1.61
1,500
50.0%
750
50.0%
750
Business Hotel
294
Rooms
312
General Urban/Suburban__ T = 2.90(X) + 151.69
1,004
50.0%
502
50.0%
502
Total Trips before Internalization =
2,504
50.0%
1,252
50.0%
1,252
Percent Internalization (4) =
1.0%
24
0.0%
12
0.0%
12
Sub -Total
2.480
50.0%
1,240
50.0%
1,240
Transit Reduction (5)
5.00'O
124
50.0%
62
50.0%
62
TOTAL PROPOSED DEVELOPMENT TRIPS =
2.356 _
50.0%
1,178
50.0%
1,178
Notes:
(1) Development units as provided on Sheer A 1.00 Rezoning Plans Submission (February 19, 2018) , prepared by Kobi Karp Architects.
(2) Location parameter, trip rate or trip formula as provided in 1TE Trip Generation Manual, 10th Edition.
(3) X = Number of Land Use Units; T = Number of Vehicle Trips
(4) Internalization - External Trip reduciotn due to internal Interaction between land uses Based on ITE internahzaiton rates in Trip Generation 10th Edition.
(5) Transit reduction factor to account for transit passenger trips.
Table C-2
AM Peak -Hour Trip Generation
7 at Blue Lagoon
AM Peak -Hour Generation - Proposed Mixed Use - Multi -family < Hotel
Land Use
Density
(1)
Units
ITE Land
Use Code
1TE Setting l Location
(2)
ITE 10`" Edition Trip
Generation Rate or Formula
(2) (3)
Two -Way
P
Tri s
Inbound
Outbound
96
Trips
%
Trips
Residential Condo/HI-Rise
888
Dwelling Units
222
Dense Multi -Use Urban
Ln(T) = 0.84 Ln(X) - 0 65
157
12.0%
19
88.0%
138
Business Hotel
294
Rooms
312
General Urban/Suburban
T = 0.35(X) +4.40
107
42.0%
45
58.0%
62
Total Trips before Internalization =
264
24.2%
64
75.8%
200
Percent Internalization (4) =
0.0%
0
0.0%
0 _
0 0%
0
Sub -Total
264
24.2° ,
64
75 8%
200
Transit Reduction (5)
5.0%
13
24 2%
3
75 8%
10
TOTAL PROPOSED DEVELOPMENT TRIPS =
251
24.2%
61
75.8%
190
Notes:
(1) Development units as provided on Sheel A 1.00 Rezoning Plans Submission (February 19, 2018) , prepared by Kobi Karp Architects.
(2) Location parameter. trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition.
(3) X = Number of Land Use Units; T = Number of Vehicle Trips
(4)1ntemalizaton - External trip reduciotn due to intemal Interaction between land uses. Based on ITE internalizaiton rates In Trip Generation 10th Edition.
(5) Transit reduction factor to account for transit passenger trips.
Table C-3
PM Peak -Hour Trip Generation
i eh RI..o 1 onnnn
PM Peak -Hour Trip Generation
Land Use
Density
(1)
Units
ITE Land
Use Cade
ITE Setting l Location
(2)
ITE 10th Edition Trip
Generation Rate or Formula
(2) (3)
Two•Way
Trips
Inbound
Outbound
%
Trips
%
Trips
Residential Condo/HI-Rise
888
Dwelling Units
222
Dense Multi -Use Urban
Ln(T) = 0.81 Ln(X) -_0 60
134
70M%
94
30.0%
40
Business Hotel
294
Rooms
312
General Urban/Suburban
T = 0.32(X)
94
55.0%
52
45.0%
42
Totat Trips before Internalization =
228
64.0°l%
146
36.050.
82
Percent Internalization =
1.8%
4
50.0%
2
50.0%
2
Sub -Total
224
64.3%
144 '
35.7%
80
Transit Reduction
5,0%
11
64.3%
7
35.7%
4
TOTAL PROPOSED TRIPS
213
64.3%n
137
35.7%
76
Notes:
(1) Development units as provided on Sheer A 1.00 Rezoning Plans Submission (February 19, 2018) , prepared by Kobi Karp Architects.
(2) Location parameter, trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition
(3) X = Number of Land Use Units; T = Number of Vehicle Tdps
(4) Internalization - External trip reduciotn due to internal Interaction between land uses. Based on ITE intemalizaiton rates in Trip Generation 10th Edition.
(5) Transit reduction factor to account for transit passenger trips.
4 ►
a
Analyst JLFI
Doh 05106778
ERN to ErI.a
I 74414
1 7441
&aa. F+om E noes,
Figure C-1
Daily Trip Generation Internalization Matrix
7 at Blue Lagoon
LAND USE A Resldantisl CondolII-Rlsa
ITE LU Code
Size
222
888 Dwelling Ur
To ia1
Internal
External
Enter
750
6
744,
Exit
750
6
744
Total
1,500
12
1,488
%
100%
0.8%
99.25
°%1 01
Deemed
01
0.1enred
Demand
Eat la Ertema
1 01
EMrr Fryrr Evlan.,at
teemed
1 01
9Manearl
Deemed
LAND USE C
Ih
ex[
01
Avg Balanace]
el
LIMvuM
o-1
Pro)act Name
Tim* Period
Demand
rig 5)
1TE LU Code
Site
Total
Internal
External
Enter
0
0
Exit
0
0
Total
0
0
0
%
100%
Lammed
rig 01
30%J
25%1 1411
❑I
"[
01
8a.reed
6x1
301
01 01
01
Demme
Demand
I '7 °I
Submitted into the public
record for items) PZ.8
on 1O/Z5/18, City Clerk
7 at Btu, Lagoon
AM Peak Hour
LAND USE B Busi nose Hohl
ITE LU Code
site
312
284 Rooms
Total
SO2
Internal
6
External
496
Enter
Exit
502
6
496
Total
1,004
12
992
_ 1❑0%
1.2% 98.8%
01
NET EXTERNAL TRIPS FOR MULTI-USSE DEVELOPMENT
ox1 01
tAIMIII.nrill/
al
er L
Business
Hotel
0
0
TOTAL
Enter
744
496
0
0
1,240
Exit
744
496
0
0
1.240
Total
1,488
992
0
0
2,480
8inglo-Uso Trip Gen, Est.
1,500
1,004
0
0
2,504
8atameti
INTERNAL CAPTUIIO
1.0%
"I 01
Demand
•
094 01
01
9ataneed
0x1
sons Rem Extamat
4961
fu M Ermom
0641_ 01
o-1
ITE LU Code
Size
Total
Internal
ExterrtaI
Enter
0
0
Exit
❑
0
Total
0
0
0
%
100%
Demand
EnM PM, Ertam,
01
01
Eat., Enema
alas
Sar.ree: lnsh6ote or Trarespodatrnn Engrneers (ITE) Trip Generatrvn. loin EYrtinn.
' Unconsrrarned rnremat fop segues rates ODtarned Moot 'l np lnfemalzarlDo rD MUfb-Use
Developments". SDK 94-g77- l0, Finet Report prepared for FMridde Department of Transportation
by ()SF Center for Urban Transporfahso Research. April 2014. Tables ES-7 10 ESd, pp vn and vi0
fsee AMachrxonll
► 1 11 a 1 1a< ► ll
Anayst JLR
Daly 05/06f16
E.A N Erirrnr
1 1381e
Errir Erin E.iamx
Figure C-2
AM Peak Hour Trip Generation Internalization Matrix
7 at Blue Lagoon
LAND USE A RnMrntial Condo/HI-Rim
17E Ell Cade
Size
222
666 Dwelling Ur
Total
internal
External
Enter
19
0
19
Exit
138
0
138
Total
157
0
157
%
100%
0.0%
100.
0441
01
oxl 01
Eeif fc Eriemw'
I 01
61
en fn =rdn E•fennel
of 01
Its
Omen
°xl 01
1T E LU Code
Size
Total
Internal
External
Enter
0
Exit
0
0
Total
0
0
0
%
100%
sot l
DINTWICI
0I
Avg Balanacal
61
01
Project Name
Time Period
ae iierid
0%1
01
0141 of
01
7 at Blur Lagoon
Submitted into the public
record for item(s) PZ.8
an 10/25/18, City Clerk
AM Peak Hour
LAND USE 13 Business Hotet
ITE lU Code
Sire
312
294 Rooms
Total
Internal
0
External
45
Enter
45
Exit
62
0
62
Total
107
0
10?
%
100%
0.096
100.0%
NET EXTERNAL TRIPS FOR SULTI-USE DEVELOPMENT
0%1
01
Lti.nene
~`ainv'r`,
r _ ur ��
1.
Business
Hotel
0
0
TOTAL
Enter
19
45
0
0
84
Exit
138
62
0
0
200
Total
157
107
0
0
264
Single -Um Trip Gm. Est
157
107
0
0
294
01
taWTERRAL CAPTURE
0.0%
ox1
01
Enloe iron @,Tamil
[ 6$1
Era. Ix LrNmer
of
Ra need
lTE LU Code
Sloe
0
0 0
Total
Internal
External
0
Enter
0
0
Exit
0
0
0
Total
0
0
0
94
100%
Enfor iron E-rternel
I DI
E. in Edam)
Mots.
' Source.' instants of Tranapor1 Son Engineers (fTE) TO Generation, IOfh Edition.
- Unconstrained internal mp capture rates obfwu60 hum -f op lnnametatuton in Mum -use
Develbprmnls', BDK44-877-10. Final Report propered for Florid la Department of TronepuAatron
bY' USF Center for Urban TranapoMahon ReasarcE, Apra 2014, Tobias ES-1 Io ES-, pp rfi end nit
Iwo Altachmenfl.
r 4 E ! L t 1 !
Analyst dill
Date 051119119
Ent to E.ttemn
I 39!'
C 9,
E+atw From Eoenar
Figure C-3
PM Peak Hour Trip Generation Internalization Matrix
7 at Blue Lagoon
LAND USE A Residential Condo&H I•Rlea
ITE LU Code
Sire
222
66s Dwelling Ui
Total
internal
External
Eller
94
1
93
Exit
40
1
39
Total
134
2
132
%
100%
1.5%
93.599
i 0%1
01
Cams!
01
0%1
Romani
Erg to E.frrd
[
01e
I 01
Nfa.r Rom Ertwn t
o%1
01
tlseresd
I 0%I
°emend
LAND USE C
its
Avg Balanacel
11
Project Name
Time Period
Camara
I 11
1TE al Code
51re
Total
Internal
EtternaI
Enter
0
0
Eart
0
0
Total
0
0
0
%
100%
3%L
1
01
12%1
L 0%1
01
7 at Elias Lagoon
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
PM Peak Hour
LAND USE B Businee. Hotel
ITE LU Code
Sire
312
294 Rooms
Total
internal
External
Enter
52
1
51
Exit
4I.
1
41
Total
94
2
92
10D%
_ 2.1%
97.99E
RNAL TRIPS FOR MULTIUSE DEVELOPMENT
Resm.ner
c° s14044
Rite
9upnai
o
0
TOTAL
Enter
93
51
0
0
1M
Exit
39
41
_ _ 0
0
SO
Total
132
92
0
0
224
Single Us. Trip Gen. Est,
134
94
0
0
226
01
&YIE9ry4L CAP
1.8%
I 0%1
of
ox1 al
Demand
01
0%1 0l
LAND USED 0
Ent., From Extr hI
—I 511
r
411
Err to ENwrw
r
a1
0%1
frE LU code
Site
0 _
0
Total
Internal
External
Enter
0
0
0
Exit
0
0
0
Total
0
0
0
%
100%
Lumarsi
ErtsrFrom
f✓tMrr'
—I 01
of
Ert M Erreme
MEL
Source: in30M0 of Transportation Engineers IITE) Trgo Generation. ?OM Edition.
Unconstrained internal trip capture rates oblalned from 'Trip Generation Handbook, 3n1 Edmon.
insOttRa of Transportation Engineers. September2417.
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
ATTACHMENT D
Synchro and SimTraffic Analysis Results
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
HCM 6th Signalized Intersection Summary
2: NW 7 Street & NW 4800 Blk
07/05/2018
EBL EBT WBT WBR SBL SBR - -
Lane Configurations 1 Tt +I
Traffic Volume (vehlh) 25 1198 888 16 81 77
Future Volume (vehlh) 25 1198 888 16 81 77
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A._pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, vehlh/in 1870 1870 1870 1870 1900 1900
Adj Flow Rate. vehlh 27 1302 965 17 88 84
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 0 0
Cap.vehlh 272 1880 1538 27 284 271
Arrive On Green 0.03 0.53 0.57 0.57 0.33 0.33
Sat Flow, vehlh 1781 3647 3666 63 868 829
Grp Volurne(v), vehlh 27 1302 480 502 173 0
Grp Sat Flow(s),vehlh/In 1781 1777 1777 1859 1707 0
D Serve(g_s). s 0.7 24.5 16.2 16.2 6.8 0.0
Cycle Q Clear(g_c), s 0.7 24.5 16.2 16.2 6.8 0.0
Prop In Lane 1.00 0.03 0.51 0.49
Lane Grp Cap(c), vehlh 272 1880 765 800 558 0
VIC Ratio(X) 0.10 0.69 0.63 0.63 0.31 0.00
Avail Cap(c_a), vehlh 354 1880 765 800 558 0
HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00
Upstream Fitter(I) 1.00 1.00 0.94 0.94 1.00 0.00
Uniform Delay (d). slveh 14.3 15.8 14.4 14.4 22.7 0.0
Incr Delay (d2), slveh 0.2 2.1 3.6 3.5 1,4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),vehiln 0.5 14.8 9.8 10.1 5.2 0.0
Unsig. Movement Delay. slveh
LnGrp Delay(d),s/veh 14.4 17.9 18.1 17.9 24.1 0.0
LnGrp LOS BBB BC A
Approach Vol, vehih 1329 982 173
Approach Delay. siveh 17.8 18.0 24.1
Approach LOS 8 B C
Timer - Assgned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
Notes
2 4 5 6
54.0 36.0 8.9 45.1
6.4 6.6 6.4 6.4
47.6 29.4 6.6 34.6
26.5 8.8 2.7 18.2
10.3 0.5 0.0 5.9
18.3
B
User approved volume balancing among the lanes for turning movement.
Blue Lagoon-Existing-AM2018 8:00 am 06/29/2018 Baseline
K&S-FEN
Synchro 10 Report
Page 4
Submitted into the public
record for item(s) PZ.8
on 101125/18, City Clerk
HCM 6th Signalized Intersection Summary
2: NW 7 Street & NW 4800 Blk
BT
Lane Configurations ++ +I+
Traffic Volume (vehlh) 80 1265 1285 55 42 31
Future Volume (veh/h) 80 1265 1285 55 42 31
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h11n 1870 1870 1870 1870 1900 1900
Adj Flow Rate. vehfh 87 1375 1397 60 46 34
Peak Hour Factor 0.92 0,92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 0 0
Cap, veh/h 324 2519 2242 96 214 158
Arrive On Green 0.03 0.71 1.00 1.00 0.22 0.22
Sat Flow, veh/h 1781 3647 3565 149 977 722
WBT WBR SBL SBR
Grp Volume(v), veh/h 87 1375 714 743 81 0
Grp Sat Flow(s),veh/hlln 1781 1777 1777 1844 1721 0
Q Serve(g_s). s 2.9 33.1 0.0 0.0 6.9 0.0
Cycle 0 Clear(g_c), s 2.9 33.1 0.0 0.0 6.9 0.0
Prop In Lane 1.00 0.08 0.57 0.42
Lane Grp Cap(c), vehT 324 2519 1148 1191 377 0
V/C Ratio(X) 0.27 0.55 0.62 0.62 0.22 0.00
Avail Cap(c_a), veh/h 341 2519 1148 1191 377 0
Ei HCM Platoon Ratio 1.00 1.00 2.00 2.00 1,00 1.00
Upstream Filter(l) 1,00 1.00 0.70 0.70 1,00 0.00
Uniform Delay (d). s/veh 9.4 12.4 0.0 0.0 57.6 0.0
- #ncr Delay (d2), s/veh 0.4 0.9 1.8 1.7 1.3 0.0
Initial 0 Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 2.2 19.4 1.0 1.0 5.8 0.0
Unsig. Movement Delay. s/veh
11111 LnGrp Delay(d),s/veh 9.9 13.3 1.8 1.7 58.9 0.0
LnGrp LOS A B A A E A
Approach Vol. veh/h 1462 1457 81
Approach Delay. siveh 13.1 1.8 58.9
Approach LOS B ANot
E
1
07/05/2018
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s
134.0 46.0 11.3 122.7
Change Period (Y+Rc). s
Max Green Setting (Gmax), s
Max O Clear Time (g_c+11). s
Green Ext Time (p_c), s
6.4
127.6
35.1
16.9
6.6
39.4
8.9
0.2
6.4
6.6
4.9
0.0
6.4
114.6
2.0
17.2
intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.
Blue Lagoon-Existing-PM2018 5:00 pm 06/29/2018 Baseline
K&S-FEN
Synchro 10 Report
Page 4
Submitted into the public
record for items) PZ.8
on 10/25/i8, City Clerk
HCM 6th Signalized Intersection Summary
2: NW 7 Street & NW 4800 Blk uT110/2018
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations 1 t+ + ) r
Traffic Volume (vehlh) 62 1228 910 40 178 170
Future Volume (vehlh) 62 1228 910 40 178 170
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_ pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1,00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, vehlhlln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, vehlh 67 1335 989 43 193 185
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, °l0 2 2 2 2 2 2
Cap. vehlh 258 1880 1431 62 582 518
Arrive On Green 0.05 0.53 0.41 0.41 0.33 0.33
Sat Flow, vehlh 1781 3647 3563 151 1781 1585
Grp Volume(v), vehlh 67 1335 507 525 193 185
Grp Sat Flow(s),vehlh/In 1781 1777 1777 1843 1781 1585
0 Serve(g_s). s 1.8 25.5 21.1 21.1 7.4 8.0
Cycle 0 Clear(g_c), s 1.8 25.5 21.1 21.1 7.4 8.0
Prop In Lane 1.00 0.08 1,00 1.00
Lane Grp Cap(c). vehlh 258 1880 733 761 582 518
V/C Ratio(X) 0.26 0.71 0.69 0.69 0.33 0.36
Avail Cap(c_a), vehlh 308 1880 733 761 582 518
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.92 0.92 1.00 1.00
Uniform Delay (d), slveh 16.0 16.0 21.7 21.7 22.9 23.1
Inc( Delay (d2), slveh 0.5 2.3 4.9 4.7 1.5 1.9
Initial 0 Delay(d3).s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Back0f0(95%).vehlln 1.3 15.3 14.2 14.6 5.9 12.7
Unsig, Movement Delay, slveh
LnGrp Deiay(d),slveh 16.5 18.3 26.6 26.4 24.4 25,0
LnGrp LOS B B C C C C
Approach Vol, vehlh 1402 1032 378
Approach Delay, slveh 18.2 26.5 24.7
Approach LOS B C C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s
54.0 36.0 10.5 43.5
Change Period (Y+Rc). s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1). s
Green Ext Time (p_c), s
6.4
47.6
27.5
10.3
6.6
29.4
10.0
1.1
6.4
6.6
3.8
0.0
6.4
34.6
23.1
5.2
Intersection Summary
HCM 6th Ctrl Delay 22.1
HCM 6th LOS C
Blue Lagoon-3L-AM2023-Dense Urban trip Gen -One Driveway 8:00 am 06/29/2018 Improved
K&S-FEN
Synchro 10 Report
Page 4
Submitted into the public
record for items P2.8
on 1005/18, City Clerk
HCM 6th Signalized Intersection Summary
2: NW 7 Street & NW 4800 Slk
4k.
-
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations 'I '4' f'i+
Traffic Volume (vehlh) 161 1297 1317 111 86 63
Future Volume (vehlh) 161 1297 1317 111 86 63
Initial Q (OW, veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, vehlh/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate. vehJh 175 1410 1432 121 93 68
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh. % 2 2 2 2 2 2
Cap, vehJh 317 2519 2112 178 390 347
Arrive On Green 0.04 0.71 1.00 1.00 0.22 0.22
Sat Flow, vehJh 1781 3647 3412 279 1781 1585
Grp Volume(v), veh/h 175 1410 763 790 93 68
Grp Sat Flow(s),vehlhlln1781 1777 1777 1820 1781 1585
Q Serve(g. s). s 6.2 34.5 0.0 0.0 7.7 6.3
Cycle Q Clear(g_c). s 6.2 34.5 0.0 0.0 7.7 6.3
Prop In Lane 1.00 0.15 1.00 1.00
Lane Grp Cap(c), vehJh 317 2519 1131 1159 390 347
V!C Ratio(X) 0.55 0.56 0.67 0.68 0.24 0.20
Avail Cap(c_a), vehJh 317 2519 1131 1159 390 347
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0,64 0.64 1.00 1.00
Uniform Delay (d). siveh 10.0 12.6 0.0 0.0 57.9 57.4
Incr Delay (d2), siveh 2,1 0.9 2.1 2.1 1.4 1.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
°/oils BackOfO(95%),vehllr4.8 20.1 1.2 1.2 6.7 10,3
Unsig. Movement Delay, siveh
LnGrp Delay(d),$)veh 12.0 13.5 2.1 2.1 59.4 58.6
LnGrp LOS BB A A E E
Approach Vol. vehlh 1585 1553 161
Approach Delay. siveh 13.4 2.1 59 1
Approach LOS B A E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc). s 134.0 46.0 13.0 121.0
Change Period (Y+Re). s 6.4 6.6 6.4 6.4
Max Green Setting (Gmax). s 127.6 39.4 6.6 114.6
Max Q Clear Time (g_c+I1). s 36.5 9.7 8.2 2.0
Green Ext Time (p_c). s 17.8 0.5 0,0 20.1
intersection Summary
HCM 6th Ctrl Delay 10.3
HCM 6th LOS B
07/10/2018
Blue Lagoon-3Lanes-PM2023-Dense Urban TG-One Driveway
K&S-FEN
Synchro 10 Report
Page 2
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline
07/0512018
Intersection: 1: NW 47 Ave & NW 7 Street
EB EB EB WB WB WB NB NB SB SB
L T TR L T TR L TR L TR
324 386 400 96 304 290 149 296 124 248
69 192 217 41 125 107 56 136 44 134
213 411 436 72 266 245 114 259 111 219
1034 1034 1074 1074 577 238
0
1
300
300 125 100
0 15 3
0 7 4
Intersection: 2: NW 7 Street & NW 4800 Bik
Movement EB EB EB WB WB SB
Directions Served L T T T TR LR
Maximum Queue (ft) 53 304 299 228 268 157
Average Queue (ft) 14 201 187 110 135 71
95th Queue (ft) 46 276 262 186 220 136
Link Distance (ft) 1217 1217 1034 1034 225
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 350
Storage Blk Time (°!°)
Queuing Penalty (veh)
Intersection: 3: NW 47 Ave & Proj Driveway
Movement EB NB
Directions Served LR LT
Maximum Queue (ft) 78 31
Average Queue (ft) 35 4
95th Queue (ft) 61 21
Link Distance (ft) 701 238
Upstream Bik Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (°I°)
Queuing Penalty (veh)
31
12
Blue Lagoon-Existing-AM2018 SimTraffic Report
K&S-FEN Page 4
Submitted into the public
record for item(s) PZ.8
on 1.0/25/18, City Clerk
Queuing and Blocking Report
Baseline
J7105/2018
Intersection: 1: NW 47 Ave & NW 7 Street
EB EB EB WB WB WB NB NB SB SB
L T TR L T TR L TR L TR
112 261 258 324 524 438 150 268 124 248
59 111 122 67 281 246 91 115 62 137
99 227 243 237 489 449 155 225 122 246
1034 1034 1074 1074 577 238
1
3
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk. Time (%)
Queuing Penalty (veh)
300
300
8
5
125 100
5 11 4 22
8 9 7 11
Intersection: 2: NW 7 Street & NW 4800 Blk
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (°I) 1
Queuing Penalty (veh) 1
EB EB EB WB WB SB
L T T T TR LR
118 397 395 404 510 204
57 221 206 156 177 73
100 312 311 279 325 149
1217 1217 1034 1034 225
350
Intersection: 3: NW 47 Ave & Proj Driveway
Moveft EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 54 56 32
Average Queue (ft) 35 16 4
95th Queue (ft) 52 47 22
Link Distance (ft) 701 238 767
Upstream Bik Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Blue Lagoon-Existing-PM2018
K&S-F E N
SimTraffic Report
Page 2
Submitted into the public
record for items) PZ.8
on 10/25/18, City Clerk
•
1
ai
1
1
1
1
1
Queuing and Blocking Report
Improved
Intersection: 1: NW 47 Ave & NW 7 Street
07/10/2018
Movement EB EB EB WB WB WB NB NB SB SB ME
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft) 324 388 417 96 269 267 149 310 125 250
Average Queue (ft) 56 208 229 45 155 139 kit 11 Z 47 158
95th Queue (ft) 176 400 428 87 285 269 123 245 118 264
Link Distance (ft) 1034 1034 1074 1074 577 238
Upstream B1k Time (%)
Queuing Penalty (veh) 6
Storage Bay Dist (ft) 300
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
300
Intersection: 2: NW 7 Street & NW 4800 Blk
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 350
Storage Blk Time (%)
Queuing Penalty (veh)
125 100
2 12 0 30
4 6 0 12
EB EB EB WB WB SB SB
L T T T TR L R
94 296 314 354 385 128 128
39 192 179 172 195 77 60
74 273 261 293 321 121 119
1205 1205 1034 1034 225 225
Intersection: 3: NW 47 Ave & Easement
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
EB NB SB
LR
55
36
53
670
LT TR
51 74
2 6
17 37
238 767
Blue Lagoon-3L-AM2023-Dense Urban trip Gen -One Driveway
K&S-FEN
SimTralfic Report
Page 4
Submitted into the public
record for item(s) PZ.8
on 10/25/18, City Clerk
Queuing and Blocking Report
Improved
07/10/2018
Intersection: 1: NW 47 Ave & NW 7 Street
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft) 114 263 267 325 666 637 150 253 125 252
Average Queue (ft) 52 145 155 85 306 273 91 114 62 170
95th Queue (ft) 98 271 277 244 529 499 156 219 142 272
Link Distance (ft) 1034 1034 1074 1074 577 238
Upstream Bik Time (%) 5
Queuing Penalty (veh) 12
Storage Bay Dist (ft) 300 300 125 100
Storage Blk Time (%) 0 7 5 12 8 29
Queuing Penalty (veh) 0 5 8 9 14 15
Intersection: 2: NW 7 Street & NW 4800 Bik
Movement EB EB EB WB WB SB SB
Directions Served L T T T TR L R
Maximum Queue (ft) 282 355 371 391 454 140 118
Average Queue (ft) 143 225 223 174 195 77 42
95th Queue (ft) 221 316 320 319 339 131 83
Link Distance (ft) 1205 1205 1034 1034 225 225
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 350
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 3: NW 47 Ave & Easement
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 74 75 94
Average Queue (ft) 37 20 10
95th Queue (ft) 62 60 53
Link Distance (ft) 676 238 767
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Blue Lagoon-3Lanes-PM2023-Dense Urban TG-One Driveway
K&S-FEN
SimTraffic Report
Page 4