HomeMy WebLinkAboutSubmittal-3FROM TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:23AM P2
TRANSPORT ANALYSIS PROFESSIONALS, INC.
8701 S.W. 137th AVENUE • SUITE 210 • MIAMI, FL 33183-4498 • TEL 305/385-0777 • FAX 305/385-9997
September 30, 2004
Mr. Brad Knoefler
Biscayne Corridor Development Inc.
1521. Alton Road, Suite 426
Miami Beach, 33139
RE: 7640 Biscayne Boulevard Multi -Use Development
Traffic Impact Statement
Dear Mr. Knoefler:
Per you request we have reviewed your proposed development's site plan to assess potential traffic
impacts to the surrounding area. As we understand it, you are proposing to construct a multi -use
development at 7640 Bi.scayne Boulevard with the following land uses:
Condominiums - 67-units
Retail - 3,990 sf
Using the seventh edition. of Trip Generation rates as published by the Institute of Transportation.
Engineers' (1 T'E), we have estimated the proposed site's traffic generation as follows: W i
I-- LL
O Q o0
O
W O
W
(.)
m
Multi -use Traffic Generation for a
Residential and Commercial Use Building
Land Use
Condos - 67-units
Retail - 3,990 sf
ITE
Code PM Peak Hour*
.io, In Out Total
232 16 9 25
814 5 6 11
Totals 21 15 36
*The PM peak period is used because it generates
more traffic than the AM Peak period
The retail use will likely have a high percentage (50%) of walk-in or internal use rather than
generating new traffic on adjacent roadways. On average, the net new generation will be about 30
trips in a 60-minute period in the PM peak or about one trip every two minutes. The motoring public
from such a low volume of new trips will notice no increase in delay at area intersections. There
could be a minor delay along NE 75th Street at the proposed site's access point to the building's
parking, however at a rate of one vehicle every two minutes the delay, if any, will be very minimal.
We also compared the proposed traffic with other possible ` permittable" developments that are
possible at the site.
® .,004414ainga Design and Engineering • Accident Reconstruction • State of Florida EB 3764
FROM TRANSPORT ANALYSIS
FAX NO. : 3053859997
Oct. 01 2004 11:23AM P3
Mr. Brad Knoefler
September 30, 2004
Page 2
Scenario
No.
Land Use/Size
1
2
3
Retail — 20,000 sf
Office — 80,000 sf
Office/Retail — 71,000/9,000 sf
ITE
Code PM Peak Hour
No. In Out Total
814
710
710/814
24
29
38
30
140
145
54
169
183
The proposed residential/retail uses will generate less traffic than the three (3) "permittable"
scenarios listed above.
Further, we researched the County's traffic concurrency monitoring data at nearby stations and found
the following information at sites closest to the proposed development as follows:
Station
No.
Location
142 NW 79 Street R/O N. Bayshore Dr
522 Biscayne Blvd Bet. NE 79 St & NE 87th St
538 NW 79 Street W/O NW 27 Avenue
5065 Biscayne Blvd Bet N. NE 54 St & NE 79 St
9278 NE 2 Ave Bet NE 79 St & NE 36 St
Available
Trips
6,122
2,136
3,143
3,475
1 ,440
As can be seen with the available trips, all nearby stations we researched have more than adequate
capacity to accommodate the proposed developments traffic.
If additional information is needed, please contact me at your convenience.
Sincerely,
TRANSPORT ANALYSIS PROFESSIONALS, INC.
RPEJja/4740
Enclosures
cc: Gilberto Pastoriza, Esq.
fahlar.07-'
Richard P. Eichinger
Senior Traffic Engineer
Submitted Into the public"
record in connection with
item P--. on /i /d - 4
Priscilla A. Thompson
City Clerk
r
FROM•: TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:24AM P4
Summary of Trip Generation Calculation
For 9 T.G.L.A. of Specialty Retail Center
September 27, 2004
Average ' Standard Adjustment Driveway
Rate Deviation Factor Volume
Avg. Weekday 2-Way Volume 44.32 15.52 1.00 399
7-9 AM Peak Hour Enter 0.00 0.00 1.00 0
7-9 AM Peak Hour Exit 0.00 0.00 1.00 0
7-9 AM Peak Hour Total 0.00 0.00 1.00 0
4-6 PM Peak Hour Enter 1,19 0.00 1.00 11
4-6 PM Peak Hour Exit 1.52 0.00 1.00 14
4-6 PM Peak Hour Total 2.71 1.83 1.00 24
AM Pk Hr, Generator, Enter 3.28 0.00 1.00 30
AM Pk Hr, Generator, Exit 3.56 0.00 1.00 32
AM Pk Hr, Generator, Total 6.84 3.55 1.00 62
PM Pk Hr, Generator, Enter 2.81 0.00 1.00 25
PM Pk Hr, Generator, Exit 2.21 0.00 1.00 20
PM Pk Hr, Generator, Total 5.02 2.31 1.00 45
Saturday 2-Way Volume 42.04 13.97 1.00 378
Saturday Peak Hour Enter 0.00 0.00 1.00 0
Saturday Peak Hour Exit 0.00 0.00 1.00 0
Saturday Peak Hour Total 0.00 0.00 1.00 0
Sunday 2-Way Volume 20.43 10.27 1.00 184
Sunday Peak Hour Enter 0.00 0.00 1.00 0
Sunday Peak Hour Exit 0.00 0.00 1.00 0
Sunday Peak Hour Total 0.00 0.00 1.00 0
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the public
record in connection with
item Pa - i y on) - I P-o 4
Priscilla A. Thompson
City Clerk
FROM : TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:24AM P5
Summary of Trip Generation Calculation
For 67 Dwelling Units of High -Rise Residential Condo / Townhouse
September 22, 2004
Average Standard Adjustment Driveway
Rate Deviation Factor VOlurtte
Avg. Weekday 2-Way Volume 4.18 2.08 1.00 280
7-9 AM Peak Hour Enter 0.06 0.00 1.00 4
7-9 AM Peak Hour Exit 0.28 0.00 1.00 19
7-9 AM Peak Hour Total 0.34 0.59 1.00 23
4-6 PM Peak Hour Enter 0.24 0.00 1.00 16
4-6 PM Peak Hour Exit 0.14 0.00 1.00 9
4-6 PM Peak Hour Total 0.38 0.62 1.00 25
AM Pk Hr, Generator, Enter 0.06 0.00 1.00 4
AM Pk Hr, Generator, Exit 0.28 0.00 1.00 19
AM Pk Hr, Generator, Total 0.34 0.59 1.00 23
PM Pk Hr, Generator, Enter 0.26 0.00 1.00 17
PM Pk Hr, Generator, Exit 0.12 0.00 1.00 8
PM Pk Hr, Generator, Total 0.38 0.62 1.00 25
Saturday 2-Way Volume 4.31 2,11 1.00 289
Saturday Peak Hour Enter 0.15 0.00 1.00 10
Saturday Peak Hour Exit 0.20 0.00 1.00 13
Saturday Peak Hour Total 0.35 0.59 1.00 23
Sunday 2-Way Volume 3.43 1.88 1.00 230
Sunday Peak Hour Enter 0.16 0.00 1.00 11
Sunday Peak Hour Exit 0.14 0.00 1.00 9
Sunday Peak Hour Total 0.30 0.55 1.00 20
Note: A zero indicates no data available,
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the public
record in connection with
item P'z- 1/ on II-Ig-6q
Priscilla A. Thompson
City Clerk
FROM': TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:24AM P6
Summary of Trip Generation Calculation
For 3.990 T.G.L.A. of Specialty Retail Center
September 22, 2004
Average Standard Adjustment Driveway
Rate Deviation
Factor Volume
Avg. Weekday 2-Way Volume 44.32 15.52 1.00 177
7-9 AM Peak Hour Enter 0.00 0.00 1.00 0
7-9 AM Peak Hour Exit 0.00 0.00 1.00 0
7-9 AM Peak Hour Total 0.00 0.00 1.00 0
4-6 PM Peak Hour Enter 1.19 0.00 1.00 5
4-6 PM Peak Hour Exit 1.52 0.00 1.00 6
4-6 PM Peak Hour Total 2.71 1.83 1.00 11
AM Pk Hr, Generator, Enter 3.28 0.00 1.00 13
AM Pk Hr, Generator, Exit 3.56 0.00 1.00 14
AM Pk Hr, Generator, Total 6.84 3.55 1.00 27
PM Pk Hr, Generator, Enter 2.81 0.00 1.00 11
PM Pk Hr, Generator, Exit 2.21 0.00 1.00 9
PM Pk Hr, Generator, Total 5.02 2.31 1.00 20
Saturday 2-Way Volume 42.04 13.97 1.00 168
Saturday Peak Hour Enter 0.00 0.00 1.00 0
Saturday Peak Hour Exit 0.00 0.00 1.00 0
Saturday Peak Hour Total 0.00 0.00 1.00 0
Sunday 2-Way Volume 20.43 10.27 1.00 82
Sunday Peak Hour Enter 0.00 0.00 1.00 0
Sunday Peak Hour Exit 0.00 0.00 1.00 0
Sunday Peak Hour Total 0.00 0.00 1.00 0
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the pubili
record in connection with
item P2-14 on 1- Ie-oq
Priscilla A. Thompson
City clerk
FROM': TRANSPORT ANALYSIS
FAX NO. : 3053859997
Oct. 01 2004 11:25AM P7
Summary of Trip Generation Calculation
For 20 T.G.L.A. of Specialty Retail Center
September 27, 2004
Average Standard Adjustment Driveway
Rate Deviation Factor Volume
Avg. Weekday 2-Way Volume 44.32 15.52 1.00 886
7-9 AM Peak Hour Enter 0.00 0.00 1.00 0
7-9 AM Peak Hour Exit 0.00 0.00 1.00 0
7-9 AM Peak Hour Total 0.00 0.00 1.00 0
4-6 PM Peak Hour Enter 1.19 0.00 1.00 24
4-6 PM Peak Hour Exit 1.52 0.00 1.00 30
4-6 PM Peak Hour Total 2.71 1.83 1.00 54
AM Pk Hr, Generator, Enter 3.28 0.00 1.00 66
AM Pk Hr, Generator, Exit 3,56 0.00 1.00 71
AM Pk Hr, Generator, Total 6.84 3.55 1.00 137
PM Pk Hr, Generator, Enter 2.81 0.00 1.00 56
PM Pk Hr, Generator, Exit 2.21 0.00 1.00 44
PM Pk Hr, Generator, Total 5.02 2.31 1.00 100
Saturday 2-Way Volume 42.04 13.97 1.00 841
Saturday Peak Hour Enter 0.00 0.00 1.00 0
Saturday Peak Hour Exit 0.00 0.00 1.00 0
Saturday Peak Hour Total 0.00 0.00 1.00 0
Sunday 2-Way Volume 20.43 10.27 1.00 409
Sunday Peak Hour Enter 0.00 0.00 1.00 0
Sunday Peak Hour Exit 0.00 0.00 1.00 0
Sunday Peak Hour Total 0.00 0.00 1.00 0
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the public
record in connection with
item P2-/y on ii-ie-o4
Prisdlta A. Thompson
City Clerk
FROM': TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:25AM P8
•
Summary of Trip Generation Calculation
For 80 Th.Gr.Sq.Ft. of General Office Building
September 27, 2004
Avg. Weekday 2-Way Volume
7-9 AM Peak Hour Enter
7-9 AM Peak Hour Exit
7-9 AM Peak Hour Total
4-6 PM Peak Hour Enter
4-6 PM Peak Hour Exit
4-6 PM Peak Hour Total
AM Pk Hr, Generator, Enter
AM Pk Hr, Generator, Exit
AM Pk Hr, Generator, Total
PM Pk Hr, Generator, Enter
PM Pk Hr, Generator, Exit
PM Pk Hr, Generator, Total
Saturday 2-way Volume
Saturday Peak Hour Enter
Saturday Peak Hour Exit
Saturday Peak Hour Total
Sunday 2-Way Volume
Sunday Peak Hour Enter
Sunday Peak Hour Exit
Sunday Peak Hour Total
Average Standard Adjustment Driveway
Rate Deviation Factor Volume
14.04 0.00
1.73 0.00
0.24 0.00
1.96 0.00
0.36 0.00
1.75 0.00
2.11 0.00
1.73 0.00
0.24 0.00
1.96 0.00
0.36 0.00
1.75 0.00
2.11 0.00
2.37 0.00
0.21 0.00
0.18 0.00
0.39 0.00
0.74 0.00
0.08 0.00
0.06 0.00
0.14 0.00
1.00 1123
1.00 138
1.00 19
1.00 157
1.00 29
1.00
40
1.00 1l6a' /65
1.00 138
1.00 19
1.00 157
1.00 29
1.00 140
1.00 168
1.00 190
1.00 17
1.00 14
1.00 31
1.00 59
1.00 7
1.00 5
1.00 12
Note: A zero indicates no data available.
The above rates were calculated from these equations:
24-Hr. 2-Way Volume:
7-9 AM Peak Hr. Total:
4-6 PM Peak Hr. Total:
AM Gen Pk Hr. Total:
PM Gen Pk Hr. Total:
Sat.
Sat.
2-Way Volume:
Pk Hr. Total:
Sun. 2-Way Volume:
Sun. Pk Hr. Total:
LN(T) _ .77LN(X) +
LN(T) = .8LN(X) +
R^2 = 0.83 , 0.88
T = 1.12(X) + 78.
R^2 = 0.82 , 0.17
LN(T) _ .8LN(X) +
R^2 = 0.83 , 0.88
T = 1.12(x) + 78.
R^2 = 0.82 , 0.17
T = 2.14(X) + 18.
LN(T) = .B1LN(X) +
R1.2 = 0.59 , 0.54
LN(T) = .86LN(X) +
LN(T) _ .61LN(X) +
R^2 = 0.56 , 0.58
3.65, R^2 = 0.8
1.55
Enter, 0.12
81
Enter, 0.83
1.55
Enter, 0.12
81
Enter,
47, R^2 =
-.12
Enter, 0.46 Exit
.31, R^2 = 0.5
-.23
Enter, 0.42 Exit
Exit
Exi t
Exit
0.83 Exit
0.66
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the public
record in connection with
Item Pz_Al on II-tg'-oe
Priscilla A. Thompson
City Clerk
•FROM': TRANSPORT ANALYSIS
FAX NO. : 3053859997 Oct. 01 2004 11:26AM P9
Summary of Trip Generation Calculation
For 71 Th.Gr.Sq.Ft. of General Office Building
September 27, 2004
Average Standard Adjustment Driveway
Rate Deviation Factor Volume
Avg. Weekday 2-Way Volume
7-9 AM Peak Hour Enter
7-9.AM Peak Hour Exit
7-9 AM Peak Hour Total
4-6 PM Peak Hour Enter
4-6 PM Peak Hour Exit
4-6 PM Peak Hour Total
AM Pk Hr, Generator, Enter
AM Pk Hr, Generator, Exit
AM Pk Hr, GeneratOr, Total
PM Pk Hr, Generator, Enter
PM Pk Hr, Generator, Exit
PM Pk Hr, Generator, Total
Saturday 2-Way Volume
Saturday Peak Hour Enter
Saturday Peak Hour Exit
Saturday Peak Hour Total
Sunday 2-Way Volume
Sunday Peak Hour Enter
Sunday Peak Hour Exit
Sunday Peak Hour Total
14.43 0.00
1.77 0.00
0.24 0.00
2.01 0.00
0.38 0.00
1.85 0.00
2.23 0.00
1.77 0.00
0.24 0.00
2.01 0.00
0.38 0.00
1.85 0,00
2.23 0.00
2.40 0.00
0.21 0.00
0.18 0.00
0.39 0.00
0.75 0.00
0.09 0.00
0.06 0.00
0.15 0.00
1.00 1025
1.00 126
1.00 17
1.00 143
1.00 27
1.00 131
1.00 158
1.00 126
1.00 17
1.00 143
1.00 27
1.00 131
1.00 158
1.00 170
1.00 15
1.00 13
1.00 28
1.00 53
1.00 6
1.00 4
1.00 11
Note: A zero indicates no data available.
The above rates were calculated from these equations:
24-Hr. 2-Way Volume:
7-9 AM Peak Hr. Total:
4-6 PM Peak Hr. Total:
AM Gen Pk Hr. Total:
PM Gen Pk Hr. Total:
Sat. 2-Way Volume:
Sat. Pk Hr. Total:
Sun. 2-Way Volume:
Sun. Pk Hr. Total:
LN(T) = .77LN(X) + 3.65, RA2 = 0.8
LN(T) = .8LN(X) + 1.55
R^2 = 0.83 , 0.88 Enter, 0.12 Exit
T = 1.12(X) + 78.81
R^2 = 0.82 , 0.17 Enter, 0.83 Exit
LN(T) = ,8LN(X) + 1.55
RA2 = 0.83 , 0.88 Enter, 0.12 Exit
T = 1.12(X) + 78.81
RA2 = 0.82 , 0.17 Enter, 0.83 Exit
T =- 2.14(X) + 18.47, R^2 = 0.66
LN(T) = .81LN(X) + -.12
R^2 = 0.59 , 0.54 Enter, 0.46 Exit
LN(T) = .86LN(X) + .31, RA2 = 0.5
LN(T) = .61LN(X) + -.23
R^2 = 0.56 , 0.58 Enter, 0.42 Exit
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Submitted Into the
n with
record in connection
item won
Priscilla A. C� Clerk