HomeMy WebLinkAboutBOSTON CHICKEN PUD MAJOR AMENDMENT - 79 93B - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY�i7(!t/&r TG,f&
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Multimodal Transportation Level of Service Manual
LOS*Standards for Development Review - Bicycle
Figure 7. Bicycle LOS Worksheet
I],
ro
F
[4]
level of service - connectivity
nminnan actual �osed
base connectivity: C B
specific connections to priority sites: I
description of applicable
destination area within 1,320'
including address
AZ.&,-?r�-OAJ
i S IaOPP r�/G C E e\/rc"2
destination area
classification
(see text)
Con,mvwsrY
CGmruEiZGSfIL
p. 20
i y//---\ ___._. ___. _ .. .. ... _... _.
City of fort Collins Transportation Master Plan
T
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IVlultimodal Transportation Level of Service Manual
LOS Standards for Development Review - Pedestrian
Figure 6. Pedestrian LOS Worksheet
Project location classification: A C T1 V(enter as many as apply)
❑1
destination area
classification
(see text)
o rr�
level of service (minimum based on project location classification)
description of applicable
destination area within U20'
including address
A1- 12, <2'SoN
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actual
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p. 18
City of Fort Collins Transportation Master Plan
APPENDIX H
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Center For Microcomputers In Transportation---------------
Street=: (E-W) riverside (N-5) iemay
Analyst: Matt File Name:
Area Type: Other 10-23-97 am pm
Comment: short long bkgrd �totai
Eastbound Westbound Northbound Southbouna
L T R I L T R i L T R : L T R
__-_ ____ -__ _ ____-___---- ____ ----
No. Lanes : 1 2 1 : 1 2 < : 1 2 1 : 1 2 <.
Volumes 55 485 265: 50 350 150: 365 630 60: 230 665 15
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.9510.95 0.95 0.95:0.95 0.95 0.95
Lane W (ft):12.0 12.0 12.0:12.0 12.0 :12.0 12.0 12.0112.0 12.0
Grade 0 t 0 0 : 0
% Heavy Veh' 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking :(Y/11) N f(YIN) N :(Y/N) N :(YIN) N
Bus SroDs 0: 0: 0: 0
Con. Peas 01 0: 0: 0
Ped Button :(YIN) N ;(YIN) N :(Y/N) N 1(YIN) N
Arr Type 3 3 3: 3 3 3 3 3: 3 3
RTOR Vols 0: 0: 0: 0
Lost Time :1.00 3.00 3.00:1.00 3.00 3.0011.00 3.00 .3.00:1.00 3.00 3.00
Prop. Share:
Prop. Prot.:
_______________________________________________________________________
Signal Operations
Phase Combination 1 2 3 4: 5 6 7 8
EB Left :NB Left '
Thru i Thru
Right i Right '
Peds Peds
WB Left :SB Left '
Thru Thru
Right Right
Peds Peds
NB Right :EB Right '
SB Right :WB Right
Green 5.OP 16.OP :Green 5.OP 7.OP 45.OP
Yeliow/AR 5.0 6.0 :Yellow/AR 5.0 0.0 6.O
,;ycle Length: 100 Secs Phase combination order: #i #2 #5 =6 #7
_______________________________________________________________________
intersection Performance Summary
Lane Group: tali Sat vac g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
_____ ____ _______ _____ _____ _____ ___ _____ ---
EB L 134 1'70 0.2413 0.310 19.7 27.4 D
T 708 3725 0.759 0.190 32.4 D
R 570 1583 0.490 0.360 19.4 C
WB L 234 1770 0.226 0,310 19.5 C 33.6 D
TR -57c J`,59 0.817 0.190 34.9 D
NB L 415 7'.0 ().n30 0.670 35.) D 16.3 C
T 2049 0, 34�) 0.ZFo '). D
K 571 1533 0.07:. O.55c� 3.o a
.c91 0. 6io i1.4 B 12.6
t-e2 ..13 :i.422 0.-i0 13.0 _
L'elay = Z1.5 .�P.c;ven In,ersecti'or, 7103 1�
Los* Tame; i;_clz, .. sec Cri`_icai vfc(:<) 0.783
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Cenr�r For Microcomputers In Transportation
-------------------------------------------------------------------
---------------------------------------------
Streets: (E-W) riverside (N-S) lemay
Analyst: Matt File Name:
Area Type: Other 10-23-97 am
total
( Fm
Comment: short long okgrd tl
Eastbound : Westbound 1 Northbound Southbound
L T R : L I
IR L T R : L T R
---- ---- ---- - -- - - - ----
No. Lams l 2 1 : 1 2 : 1 ) 1 1 2
Vol'.unes 195 375 450; 120 400 215: 415 860 551 130 715 10
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95
Lane W (ft)112.0 12.0 12.0:12.0 12.0 112.0 12.0 12.0:12.0 12.0
Grade 0 0 0 0
Y, Heavy Veh: 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking :('i jtij N :(Y;llI N :(y, N) N :(Y/N) 11
Bus Stops O1 0: 0: 0
Con. Peds 0: 0: 0: 0
Ped Button :(Y/N) N :(Y/N) N :(Y/11) N :(YIN i N
Arr Type 3 1 3: 3 3 33 3: 3
RTOR Vols O: 0: 0: 0
Lost Time :1.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00
Prop. Share:
Prop. Prot.'
_______________________________________________________________________
Signal Operations
Phase Combination 1 2 3 4: 5 6 7 8
EB Left ' :NB Left '
Thru Thru `
Right Right '
Peds Peds '
WB Left 1SB Left `
Thru Thru '
Right Right
Peds Peds
NB Right :EB Right '
SB Right :WB Right
Green 7.01) 2.OP 25.OP :Green 6.OP 14.OP 34.OP
'fellow/AR 5.0 0.0 6.0 :Yellow/AR 5.0 0.0 6.0
Cycle Length: 110 secs Phase combination order: #1 42 #3 #5 #6 #7
-------------- ------------------------------------------------
intersection Performance Summary
Lane Group: Adj Sat vac g/C Approach:
ltvmts Cap Flow Ra-_io Ratio Delay LOS Delay LOS
_____ ____ _______ _____ _____ _____
EB L 277 1770 0.740 0.400 25.7 D 21.2 C
T 1016 3'725 0.409 0.273 25.1
R 792 1563 0.599 0.500 15.8
`dB L 336 1%7C 0.375 0.382 18.3 C 29.3 D
rR 399 3530 0.756 ).255 31.3 D
lib L 454 1770 0.963 0.582 46.5 E 26.0 D
T 1727 3725 0.550 0.464 16.4 C
R 734 1583 O.O%9 0.464 B
Sb 236 i770 3.561 .455 16.3 _ Z3.2
TR 1250 _717 0.c41 0.33c 24.3 _
Intersection relay = 24.3 sec lveh Intersection WS
Lost Time d?ycIa L 5.0 sac 'riti_al '+;'c (:•:! 0.839
_i6NAL 12Cu 10 i FRIEC T ION 'SUMMARY Version 2.4d 16-21 .1007
Center For Microcomputers In i ransport:atlon
_emlay
4-laiyp.t: JIMi.r File (Janet
.-n Type 'flier IFl .'r 9' ..Qr Gnl
h them 10 1N:.r-'ttl:r.,Iwd :-0111.,
I_ T L T ;I_ i R !. T .
- ---- ---- --- --- ---- ---- ---- ---
Nc.,
vowmes 1 i5 5 701 15 5 15 166 W50 :0 9=-5 15
Pf{1= r PK1511- i).95 1)As!045 i).95 0 9iit7.95 1) 9' 0.''5!0.95 0.95 0 95
i.,nd IJ Ft:' :.6 =. i;..6 _.6 ..6 Ile-6 I_.0 '12.1 Ic, .• i;
hiE9- ver.1 _ _ '_ _ _
: .,rk ing ;('I ifJi N IiY; TJj fJ _!rYi Nj tJ ;ii: IJi W
bus
And bult.n r ':Nj w (".N) N 0:N1 N rY':'i11 rl
1 I•t. T' - ; 1 ]0 00 Ou; I A 3.06 3.I)1; 1 1)0 00 - OO ii0 ')) ,.1i)
f'r-r:g . 'ihara t
.rap. Pict-; 45!
-------------------------------------------------------------------------
Signal Operations
F'h.5se .. jrtlC irla t.ion 1 i 5 4 5 6 7 5
Cc Loft: r ;NB L?ft
Thru « Thru r
R igh h. Right "
reds -reds
WE I__rt
3 Left:
Tnru « Thru '
Rignt " Right "
Peds Pads
Nr' igh t, _ sight: `
i fight !WR Right
een 'r0.1a ':v-=en 14.6A 49.r7
�i iow: AR f1.0 ! ia1 i:•wi AR 5-A ri.6
100 5eis -hose •.1+mV lnnh it l dr: 41 115 96
_________________._______________________ __
.,-terse•:tion -2ummar"
_=na Crr our.: Ad.i
•m.mts 1:np F ;w ', is t.• gat. r: Oe l,;y 1_y -.:
I, i 4 1',1 1 I 1, J ._ 1) 1 1. a
WF. I416 PAN 0.027 6.£50 10.5 1!
::. _j1 iri 5:i Il '155 .. 19 4 ..
i,ri. dill r'-it 1/.4=1 li. V .r ...
rJ
0 __. _
H t;M: SI19fJAl_1i. F. is INTi_ir.:�'.r_i;•iiJ i1h5MAR'f
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Canter F:.r-
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in iranspor tat ion
jtr-eat-s. iF - WI Pen
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File Name:
1 r'ea I17tf .r
0-20-97 ant - m
=oalm.-nt-_19�__-.-hor ni.grdnt.___________________________________:._
E]_ _.r,nrJ a-:jll::nJnrJ
Nr.r't llhou rtr
_411 i.11; ,r1n1
L
,. L T
F: L T T
----
i_ T F
volumes 100 is
331 A 10
651 -330 M55
501 GU 11411
51)
�r
P11F 9 or PK15;1'1.35 1.1.:
Fi."_-i0.^.5 0.95 0.95I0.95
0.95 0.95�005
0.95 0
95
I-nna ;I-J r F}' I,:.0 i'
u; i'' 'i ?.I)
12 0 12.
; 12.1 12.1) 1�
9
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ri
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6
b iieaVy vell
2
2 2-2
2 2
c
Parking 1(YIN ) N
;(fQ) N
1tYlN) N
1i;/my N
AS '_.tops i
0:
0;
0
P-ed Eutton !li H) H
!:Ni N
!(UN) N
(liyr fl
ft TwR Vol;,
0
0:
0:
'J
I_•'•St T 11ne 1 ,00 ).60
3 0ri! 1.1J6 5.66 S.ilO;
1.6F1 J.116 :.
001 i .il 1i S.OFI i.0o
crop. Shari-;
Prop. Prot.I
47!
1
r
_
___________________._ ___________________________________
Signal Operations
RK,Ise Combination 1
2 -. 4
5
6 7
5
pF. Left 1
;06 Left «
«
Thru '
Thru
`
Night `
Right
Peds
WE Lett
S8 Left =
«
i h1-11`
Thru
Right '
Right
«
Fads
Pads
NE. Pi ci it 1.
'. Ee. Right
A night
;WS Right
1 reen c r.- . a,
; Ijueen 1 6 . OA
55 . OP
ie)iow/Ali 6.1)
;feilow/AR 5.0
6.0
1, y•:le i_c:f•:I'I_1: 111D Se'C'S
------------
i,r.:.iSc ::•mbindt'ion
order: 41 45 46
n
i'_-r.q. ,-;n r' _r f omanCe
:Sumy'mar
...:r` v.•
giC
Rat i.i
Rahic ue i.:,y
LQ_
EF _ =.li.
1-'-i ri.316
0.-45 2 4
17.7
"1'T
.1 ..'.
131i :_ 1.0-6
6. 227 11..
R 6ry7
-.. V.533
0.413 16- 1
1,
4 1'i
I %11' 1) . Q5
6 . %4.i 21 .1
G c 1 . d
I;
N i'. ..r.
ii". r).3'.'
').7?p _. .4
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Center For Microcomputers In Transportation
Streets: (E-W) elizabeth (N-S) lemay
Analyst: Hatt File Name*
Area Type: Other 30-23-97 am pm
Comment: lon bkgrd Ctal
Eastbound Westbound Northbound Southbound
: L T R : L T R : L T R 1 L T R
____ -___ __-_ _--_ ----
No. Lanes : 1 1 < : 1 1 < : 1 2 < : 1 2 c
Volumes 95 135 80: 35 80 451 125 1055 135: 90 795 90
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95
Lane W (ft):12.0 12.0 :12.0 12.0 :12.0 12.0 :12.0 12.0
Grade : 0 0 : 0 : 0
% Heavy Veh: 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking 1(Y/N) N :(Y/N) N :(YIN) N :(Y/N) N
Bus Stops 1 0: 0: 0: 0
Con. Peds i 0: O: O: 0
Ped Button :(YIN) N :(YIN) N :(Y/N) N :(YIN) N
Arr Type 3 3 : 3 3 3 3 : 3 3
RTOR Vols O1 O: 0: 0
Lost Time :1.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00
Prop. Share:
Prop. Prot.:
Signal Operations
Phase Combination 1 2 3 4: 5 6
EB Left :NB Left
Thru Thru
Right Right
Peds Peds
WB Left • :SB Left •
Thru Thru ^
Right Right
Peds Peas
NB Right :EB Right
SB Right :WB Right
Green 6.OP 20.OP :Green B.OP 44.OP
Yeilow/AR 5.0 6.0 :Yellow/AR 5.0 6.0
Cycle Length: 100 secs Phase combination order: #1 #2 #5 #6
---------------------------------------- ----------------
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Center For Microcomputers In Transportation
Streets: (E-W1 elizabeth (N-S) lemay
Analyst: Matt File Name:
Area Type: Other �'''� 10-23-97 am pm
Comment: on bkgrdl *o�-
Eastbound Westbound Northbound Southbound
1 L T R : L T R : L T R L T R
___---- ____ ____ ____;_i__ _Z_-----
No. Lanes : i 1 1 1: 1 2 <.
Volumes 195 90 90: 190 130 150: 100 1110 75: 105 1470 150
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95
Lane W (ft):12.0 12.0 :12.0 12.0 112.0 12.0 :12.0 12.0
Grade 0 0 0 0
% Heavy Veh: 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking :(,Y/N) N :(Y/N) N :(Y/N) N 1(Y/14) N
Bus Stops O: 0: 0: 0
Con. Peds 0: 01 0: 0
Ped Button :(Y/N) N :(YIN) N :(YIN) N :(Y/N) N
Arr Type 3 3 3 3 3 3 3 3
RTOR Vols o: O: 0: 0
Lost Time :1.00 3.00 3.0011.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00
Prop. Share:
PrOD. Prot.: ,
-----------------------------------------------------------------------
Signal Operations
7 8 Phase Combination 1 2 3 4: 5 6 7 8
EB Left :NB Left
Thru Thru '
Right Right
Peds i Peds
WB Left :SB Left '
Thru Thru
Right Right
Peds Peds
NB Right :EB Right
SB Right :WB Right
Green 6.OA 25.OA :Green 6.OA 51.OP
Yellow/AR 5.0 6.0 :Yellow/AR 5.0 6.0
Cycle Length: 110 secs Phase combination order: #1 42 #5 #6
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat VIC g/C Approach:
Hvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
_____ ____ _______ _____ _____ _____ ___ _____ ---
EB L 418 1770 0.239 0.360 16.7 C 24.0 C
TR 405 1759 0.559 0.230 27.2 D
WB L 317 1770 0.117 0.360 16.4 C 22.7 C
TR 405 1762 0.323 0.230 24.5 C
NB L 287 1770 0.460 0.620 10.0 B 17.4 C
TR 1721 3662 0.765 0.470 18.1 C
SB L 287 1770 0.331 0.620 10.8 B 14.5 B
TR 1724 3669 0.568 0.470 14.9 B
Intersection Delay = 17.4 sec/veh Intersection LOS =
Lost Time!Cycle, L = 6.0 sec •-ritical /cUU = J.573
_________________________________________________-___--_______--_--___-
Intersection Performance Summary
Lane Groap: Adj Sat VIC g/C. Approach:
Hvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
_____ ____ _______ _____ _____ _____ ___ _____ ---
EB L 262 1770 0.782 0.373 26.5 D 24.6 C
TR 439 1723 0.433 0.255 22.6 C
WB L 366 1770 0.546 0.373 17.4 C 23.0 C
TR 436 1713 0.677 0.255 26.7 D
NB L 229 1770 0.459 0.609 15.6 C 15.3 C
TR 1811 3690 0.723 0.491 15.3 C
SB L 229 1770 0.485 0.609 11.9 B 31.5 D
TR 1804 3674 0.992 0.491 32.7 1)
Intersection Delay = 24.4 sec/veh Intersection LOS = .
Lost Timel':ycle, L = 3.0 sec Critical ../c n;, = 0.877
_______________________________________________________________________
APPENDIX G
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Center For Microcomputers In Transportation
Streets: (E-W) riverside (N-a) lemay
Analyst: Matt File Name:
Area Type: Other 10-23-97 am pm
Comment: short (lon bkgrd total
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
____ ____ ____ ___- ----
No. Lanes ! 1 2 1 : 1 2 < 1 1 2 1 1 1 2 <
Volumes 55 485 260: 45 350 150: 360 625 55: 230 660 15
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.9510.95 0.95 0.95
Lane W (ft):12.0 12.0 12.0:12.0 12.0 :12.0 12.0 12.0:12.0 12.0
Grade 0 0 0 0
% Heavy Veh: 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking : (Y/11) N : (Y/N) 11 1 (Y/N) N :(YIN) N
Bus Stops i 0: 01 01 0
Con. Peds i 0: 0: 0: 0
Ped Button :(Y/N) N :(YIN) N :(Y/N) N ;(YIN) N
Arr Type 3 3 3: 3 3 3 3 3: 3 3
RTOR Vols 0: 0: 0: 0
Lost Time 11.00 3.00 3.00!1.00 3.00 3.00:1.00 3.00 3.0011.00 3.00 3.00
Prop. Share!
Prop. Prot.:
Signal Operations
Phase Combination
1 2
3 4:
5
6
7
8
EB Left
`
:NB Left
Thru
i Thru
'
Right
Right
`
Peds
Peds
WB Left
:SB Left
Thru
i Thru
'
Right
i Right
`
Peds
i Peds
NB Right
1EB Right
'
SB Right
:WB Right
Green
S.OP
16.OP
:Green S.OP
7.OP
45.OP
Yellow/AR
5.0
6.0
:Yeilow/AR 3.0
0.0
6.0
Cycle Length: 100
secs Phase
combination
order: #1 #2
#5 #6
#7
-----------------------------------------------------------------------
Intersection
Performance
Summary
Lane
Group:
Adj Sat
v/c
g/C
Approach:
1lvmts
Cap
Flow
Ratio
Ratio Delay
_____ _____
LOS
___
Delay
_____
LOS
---
_____
EB L
____
234
_______
1770
_____
0.248
0.310 19.7
C
27.5
D
T
708
3725
0.759
0.190 32.4
D
R
570
1583
0.481
0.360 19.3
C
WB L
234
1770
0.201
0.310 19.5
C
33.7
D
TR
676
3558
0.817
0.190 34.9
D
NB L
415
1770
0.913
0.670 33.0
D
17.3
C
T
2049
3725
0,337
0.550 9.5
B
R
871
1563
0.067
0.550 8.0
B
SB ..
3.53
1770
0.666
0.600 11.2
B
12.5
B
TR
1782
3713
0.419
0.480 13.0
B
Intersection
Delay =
21.2 eer./veh Intersection
LOS =
C
Lost Time/Cycle,
L = 5.0
sec Critical
v/c1x) =
0.758
HCH: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-23-1997
Center For Microcomputers In Transportation
_________-------------------------------- -----------------------
Streets: (E-W) riverside (N-S) lema-Y
Analyst: Matt File Name:
Area Type: Othe 10-23-97 am pm
Comment: short long bkard total
Eastbound 1 Westbound Northbound Southbound
1 L T R : L T R t L T R : L T R
---- ---- ---- ---
No. Lanes : l 2 1 : 1 2 < : 1 2 1 : 1 2
Volumes 1 195 375 430! 105 400 215: 395 645 40: 130 700 10
PHF or PK15:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95:0.95 0.95 0.95
Lane W (ft):12.0 12.0 12.0:12.0 12.0 :12.0 12.0 12.0:12.0 12.0
Grade i 0 0 0 0
% Heavy Veh: 2 2 2: 2 2 2: 2 2 2: 2 2 2
Parking :(YIN) N :(Y/N) N :(YjN) N :(YIN)
Bus Stops 0: O: 0: 0
Con. Peds 0: 0: 0: 0
Ped Button !(YIN) N !(YIN) N :(Y/N) N :(YIN) N
Arr Type 3 3 3: 3 3 3 3 3: 3 3
RTOR Vols i 0: O: 0: 0
Lost Time 11.00 3.00 3.00:1.00 3.00 3.0011.00 3.00 3.00:1.00 3.00 3.00
Prop. Share!
Prop. Prot.: ,
Signal Operations
Phase Combination
1 2
3 4:
5
6
7
8
EB Left
:NB Left
`
Thru
Thru
`
Right
Right
Feds
Peds
WB Left
:SB Left
`
Thru
Thru
'
Right
Right
'
Peds
Peds
NB Right
1EB Right
'
SB Right
:WB Right
Green
7.OP
2.OP
25.OP
:Green 6.OP
13.OP
35.OP
Yellow/AR
5.0
0.0
6.0
:Yellow/AR 5.0
0.0
6.0
Cycle Length:
110
secs Phase
combination
order: #1 #2
#3 #5
#6 #7
_______________________________________________________________________
Intersection
Performance
Summary
Lane Group:
Adj Sat
V/c
g/C
Approach:
Hvmts
CaD
Flow
Ratio
Ratio Delay
-----
LOS
---
Delay
-----
LOS
---
-----
EB L
----
277
-------
1770
-----
0.740
-----
0.400 25.7
D
21.4
C
T
1016
3725
0.409
0.273 25.0
C
R
777
1583
0.583
0.491 16.0
C
WB L
336
1770
0.330
0.382 18.0
C
29.5
D
TR
699
3530
0.756
0.255 31.3
D
NB L
438
1770
0.950
0.582 46.5
E
25.2
D
T
1727
3725
0.540
0.464 16.3
R
734
1583
0.057
0.464 12.4
B
SB L
239
7-10
0.573
0.464 16.2
C
22.3
C
TR
1284
3717
0.611
0.345 23.3
C
Intersection
Delay =
24.4 seclveh Intersection
LOS =
C
Lost Time/Cycle, L
_______________________________________________________________________
= 5.0
sec Critical
v/c(x) =
0.807
.'II;•IV ii I� I L E II i ri I,.',E C, 1) I, IrJ AiMMAFI
::'1'-7i-fn r, 4d
II,
Cencer Fn; M1: r"l olnp Jl Ni S
i1'I an dp G, IgtI
II
:.t-arts: tE-W) Pennock
tN- Lsniay
Awl , MCI
File Names.
1 Ip1- linsl-
It) I _7 Opn1
Fa:1",'11I1U W_ t )IInQ
fJ ,,r 1111 ":11' •1
_, 1
Thbw'd
____ ____ ____._.-_--
1.ubi,2 - ,Ili S 5
5i 160 0510
51 S
.o-'- -
i3;u 15 I) 95 0 95; 6.95 0.95 0.95,1
)i p.95 0.95;0
'-,55
0.%3 _15
Lone W I, it" �I..0 12.0 12.0112.0 1 2,0
1 .0 1, .0
I12.0
I z .0 1^.0
it .y.je Ii 0
:j
1)
c _
park inu 1 tt/N) N 1(YIN) H
1t'(j N) rJ
i('iiN
11
y,u_ ops 0;
u
Oi
0
,I -. reds Oi
0;
lit
Il
w"_ B. I., •n ; t t W N {ViN) iJ
IJ
.:T!Q V, 1- 0
Ili
0
0
_ - Tim: - 1.)iJ _.1i0 ,-Ij01 00 .-.00 :.10
Ci 1 00 3.6ij :.0011.i)0
.. .1)1) .-1i1i
i gl is I 6pera
t i •: ns
:•i s•- D.b'ma ion i _ _ a
ij
- 8
=b Left "
;Ne• left r
"
Thru •
Thru
,.
Hight
P igift
r
Peas `
Fads
'
'd6 Left "
,_B L-,ft r.
r
Thru "
Thr-u
•.
H,ah is r
Right
Peds `
Pods
`
NE. Ri;_nt
Inif Right r
is Right
:WB Right
_.-leg 20.611
Or Ben ia.A
49.01-'
.- low:AF: F..0
;1'..1 to✓..;'AR 5.0
i.0
:; y<le L_ng the 100 sacs Phase combination
order: 111 45
46
_
__..__.._____________._-____--___.____-.__________
(n ter_er: t1'-•r1 r-r t:�rm.;"-o
SLpnm,ar-'y
L'-.n? '.,:.. "Ip: .ij _,at v:<
g:l,
i..,,nr; .•:lp Pi,�w ::9til,
anti_, i)c 1.1v
Lt):i I)-1:,y
i_1 i'jf
., ..._
_1'--3 i l j :) Ij. i)
__
i) _Sij IJ
___
14
I)_
.. Ii r,5 1=.3? -j 111
1). a.0 l i e
_
.,., .- - - .) ri
- ij-
_
ri ai I. (14 11.-,
1:F i0N 'Ji Mmflf,I
V'r-': i..n ;_.Ad
_
i_l •'
Gent ; • „:
Micrec�alputel-s in Transportation
-W1 Penrod,
I0-3'I Lemay
Ana l ywy JINEI
Fi 1a Name
I
A' ea Tyre Jth'
i
.I`I1111r11Y Isii ;hl,"Y cI. n._ �•✓�:r �l 1�t.11
1„'}f6 Jl1111
We.t1) 111r1___
rJ.,-t nh•1111-_
L T
___
r, I_ i
__I _._ __I .._
_i
k L T
____ ____ ____ _.___,
___ ____
-_-_
tJi ,_-___
L•fl_ i
umys~__
'Vn i160 5
3 5 ; 3 i
10 0
PHF oi- Pt1510.45 a-95
0 95;0 95 0.95
0-95;FJ_95 0 95 Ii
I_.v1e ld tft'1 12.11 I_.0
I: _0; 12 0 i._.0
0
_
i I .o
6r a 0
lj
IJ
111rrvy Veil .- 2
Pao: inn tijN) N
ItYIN) N
1 YIN J N
Corr. Fads
F,ct C:I,I tt:an Nj N
ilfIN) N
i1( N1 N
-
AI-1- rVllc _ S
.. ..
i
PTI)k 'V,31's
Lost iirn= 1-00 i.00
3.00i i.u0 5-00
3-00; 1.00 3-00 3.0u{1
:. ....
=.'i'i
Pr,:-p . lihaie
i
F r op Pro t.I
47i
1
-----------------------------------------------------------------------
Signal Operations
Nhnse Combination 1
_ 4
; 5
.-
3
EB Left r
;NB Lett
Thru `
Thru
`
r: irlht 4,
1 Right
'
Pods r
Peds
WE Le I
SE. Left
Thru "
Thru
Right r
Right
'
Pods
Pods
NE Right
JS Bight `
B Right
;WE. Right
Green 2.uA
;Green -MCA
55 .
'(;-1 low/Ak ry.0
ire 1OW/ AR 1)
I: yc is I_cr,gi_h: flu '__._ Ph =,-a •combination
order: 41 45
46
i lJ
1.a:--ac ti%•n Frl'rorme
n ce _ummary
N'si. t'=. ,ap
F IJ I Rat-;::
ka `;.; poi„y
Et• 0 _di'
1675 GASGAS5
aAAS 2K7
,. -
'. C
15:'.° 0.5'.
0.4 iF i•5.1
Wr.5 ,1:3
i7a� 1).li i1
d.,: 5 20.:3
Tk •r�r
Ir.7i Q..34
0.2.17 _1.4
_
.771) 1)..;9!
0.7. a __. J
_
- C.
6 7
HCM: SIGNALIZED INTERSECTION SUMMARY
Version 2.4d 10-23-1997
HCM: SIGNALIZED INTERSECTION SUMMARY
Version 2.4d
10-23-1997
Center For Microcomputers
In Transportation
Center For Microcomputers
In Transportation
Streets: (E-W) elizabeth
(N-S) lemay
Streets: (E-W) elizabeth
(N-S) lemay
Analyst: Matt
Area Typhe
File Name:
10=23=9--am_--pm-----_--_-----__
Analyst: Matt
Area Type:
File Name:
10-23-97 am pm
Comment: (ionbkgrd total
Comment :r 1 n 4h b grd total
-------
Eastbound t Westbound
1 Northbound Southbound
--------
i Eastbound Westbound
Northbound
Southbound
L T R L T
R L T R L T R
-------- -___ ---_
L T R L T
---- -___
R L T R
_------- -___ ___-
L T
---- _-_- ____
R
;____ _----_-_---- -_-_
No. Lanes ! 1 1 < ! 1 1 <
----;___- -___
' 1 2 < 1 2 <
_ --__ __--
No. Lanes 11 1 < ! 1 1 <
! 1 2 \
! 1 2 <
Volumes 90 135 SO: 35 80
45: 125 1050 135! 85 790
85
Volumes ! 175 90 90; 190 130
1501 100 1085
751 80 1445
130
PHF or PK1510.95 0.95 0.95:0.95 0.95
0.9510.95 0.95 0.95:0.95 0.95 0.95
PHF or PK1510.95 0.95 0.9510.95 0.95
0.95:0.95 0.95 0.95:0.95
0.95 0.95
Lane W (ft)112.0 12.0 112.0 12.0
:12.0 12.0 :12.0 12.0
Lane W (ft)l12.0 12.0 t12.0 12.0
:12.0 12.0
:12.0 12.0
Grade O i 0
i 0 i 0
Grade 0 i 0
0
0
% Heavy Veh: 2 2 21 2 2
2! 2 2 2: 2 2
2
% Heavy Veh! 2 2 2! 2 2
2: 2 2
2: 2 2
2
Parking !(Y/N) N 1(Y/N) N
!(Y/N) N 1(Y/N) N
Parking !(YIN) N :(YIN) N
- 1(Y/N) N
1(Y/N) N
Bus Stops 01
0! 0!
0
Bus Stops 01
0!
O!
0
Con. Peds 01
0! 01
0
Con. Peds 0!
o:
Ot
0
Ped Button 1(Y/N) N 1(Y/N) N
1(Y/N) N 1(Y/N) N
Fed Button 1(Y/N) N 1(Y/N) N
!(Y/N) N
!(YIN) N
Arr Type 3 3 i 3 3
i 3 3 1 3 3
Arr Type 3 3 3 3
3 3
1 3 3
RTOR Vols O!
o: 0!
0
RTOR Vols 01
01
0!
0
Lost Time :1.00 3.00 3.00l1.00 3.00
3.00:1.00 3.00 3.00tl.00 3.00 3.00
Lost Time :1.00 3.00 3.0011.00 3.00
3.0011.00 3.00 3.00:1.00
3.00 3.00
Prop. Share!
Prop. Share!
Prop. Prot.!
_______________________________________________________________________
Prop. Prot.!
Signal Operations
_______-______-_____---__-____-_______---______-__--________-_____-----
Signal Operations
Phase Combination 1 2 3 4! 5 6 7
8
Phase Combination 1 2 3 4! 5
6 7
8
EB Left
!NB Left
EB Left
;NB Left
'
Thru
i Thru
Thru '
Thru
'
Right "
Right "
Right
i Right
"
Peds
i Peds
Peds
Peds
WB Left
!SB Left
WB Left
:SB Left
'
Thru "
Thru
Thru
i Thru
"
Right
Right
Right
i Right
^
Peds
Peds
Peds
Peds
NB Right
:EB Right
NB Right
!EB Right
SB Right
IWB Right
SB Right
! Right
Green 6.OP 20.OP
!Green B.OP 44.OP
Green .OA 26.OA
een
!Green
S6.OP
Yellow/AR 5.0 6.0
!Yellow/AR 5.0 6.0cs
5.0 6
Yellow/AR 5.0
5.OA
(Yellow/AR 5.0
Cycle Length: 100 sePhase combination order: #1 #2 #5 #6
_______________
------------------------- _----------- ------ _-_____ __
Cycle Length: secs Phase combination order: #1 #2
# 5 #6
Intersection Performance Summary
---
Intersection Performance Summary
Lane Group: Adj Sat VIC
g/C Approach:
Lane Group: Adj Sat
tC
Approach:
Mvmts Cap Flow Ratio
___ _ ____ _______ _____
Ratio Delay LOS Delay LOS
_____ _____ ___ _____ ___
Ratio
a
Mvmts Cap Flow Ratio
RaLOS
Ratio Delay
Delay
EB L 41B 1770 0.227
0.360 16.6 C 24.1
C
---- -
EB L 262 1770 0.702
0.373 22.2
---
C 22.4
---
C
TR 405 1759 0.559
0.230 27.2 D
TR 439 1723 0.433
0.255 22.6
C
WB L 317 1770 0.117
0.360 16.4 C 22.7
C
WB L 366 1770 0.546
0.373 17.4
C 23.0
C
TR 405 1762 0.323
0.230 24.5 C
TR 436 1713 0.677
0.255 26.7
D
NB L 287 1770 0.460
0.620 9.9 B 17.3
C
NB L 229 1770 0.459
0.609 15.4
C 15.1
C
TR 1721 3662 0.761
0.470 18.0 C
TR 1811 3689 0.708
0.491 15.0
B
SB L 287 1770 0.310
0.620 10.5 B 14.5
B
SB L 229 1770 0.367
0.609 10.1
B 26.8
D
TR 1725 3671 0.560
0.470 14.8 B
TR 1806 3679 0.964
0.491 27.6
D/
Delay =
17.3 sec/veh Intersection LOS =
C
Intersection Delay =
22.0 sec/veh Intersection LOS =
C
-- ________________ _________________________Intersection
Lost Time/Cycle, L = 6.0 sec Critical v c(x) O.668
__________________________
_
Lost Time/Cycle, L = 8.0 sec Critical v/c(x) =
0.858
APPENDIX F
i60;-L I2cO iN-I;:[E',T ICrJ 51-irdgdkr Vet .'.ion <..hi
Canter Fc-r- hlicrocomouters In Trc,nsp-m'ta Lion
:. tr ar iE -:JI F'enrl,c,V._ iN-A 1. me..
A I i l yy t ME, i !a J 1Il'"�.
n
l' -yi)ther ifi J yr
-- .rn
. one )t i 94 7
OnP_bknrd3
Jund We tI,•un rl_____ N. rt:1)li :n❑aj _:Jl tI)b.,u/•-.._
'Vc lumps 5 53; 5 5 10; 120 365 10; 0 765 U
PHF i`k1510.90 0 90 0.9010.90 0.913 0.90! 0.90 0.90 0.iiU 0.96 0.50 0.50
Lane '.J 1fi.i: l,.0 iZ.0 1217.0 12.0 12.0 1e.0 ;IL._ i[.0 1.?.II
Grade fJ 0 li 0
Heavy 'Veil [ 21 2 V'- 2 2 .
Parking �k(/N) N �(Y/N) N Il'i/N) N �i( /N) fJ
01.re Strips 01 0; iii 0
Cal 'reds 0; i1; 0: 6
'ed e•uttc•n ; ('0N) N l'fi N) N c f/Nj N l f;TJ) N
rsrr Type
RT-:,R Vois. u; 0; 0; 0
Lust Time Ii.00 3.00 3.00:1.00 3-00 3.0011.00 3.00 3.u0;1.00 3-rio 3.01.
iroo. Share;
Prop. "rot.:
-----------------------------------------------------------------------
Signal Operations
Phase Combination
1
3
4;
5
6
Eb Left
'
;NP. Left
Ti)rl,l
Thru
'
Ri gilt
`
Riytrt
P,eds
Reds
`
WE Left
`
;SB Left `
Thru
Thru
"r
Right
`
nigh+
P-is
°
Peds
"
N6 P, c-nt
EP Righ r.
Keen
CO.
GA
:wQcn ll)_I)A
5 5 OR
ei)ov.: Alt
li.0
iYeiiow; AR 5.0
6.0
., ,e __ath.
MG
seas Phase combination
o,uer. al 45
tib
Inre,-sectiOn
P._:-rcv-rnanca
Summar,,
. imF_
_a
ri'j.
Rat l.J
h'yr-11 1,c' J
L_'_
t-b L
ain
572
u.lY
0 250 is 5
1,1. J
063
0
A A
0 z 10 I '= .j
C
Nr,
4=.a
li"'
rl.
rl la
r1.;_51) Iri
1.
Tp
_..-
I6n7
ri.044
0.'3u
-.-.. a
%�� _ __Y_i.:l• is i:_.,-.� ij .: :_�.:"e,• .... _'.1 , �i _ __
H i.n: c�ii�rl;aLlJi-i lNi(_f,r ;i�:rtJ-:iiMta=:Yf V=r ci..n ,'.4d iu- 0-19'2i
rj.ntef Fnr hfi•_r od JmPu*.ere In iraruoortation
�ireet3: ![r-Wi � fflrin,_1 IN-G) Lelud\'
yl I•J t 1Mf -; a mama I
At ea l)ip' Iltl l0-[0 4 �m
-..:ILM ind we to wile rL, i b .i,),j __pat L1•.,nlyd
I_ I P. i- .. L i R - T R
jJ:; i_;.r1cp .-__ _1__ .___ _ __ _
Vn
PHF o:- FF.15;0.06 I1.90 G.30:0. 00 0 06 0. 606.•i O 996 0.6010. 5 0.9u 0.00
i_ • e rl a iJ 1 f h l i' . 6 i t. 0 1 .` .. ; i 't . I _ j i .. a c: i I
_ 15 u u
:Heavy V2ehi 2 _ _ _ 2
IF'.r1. inG (V/N, N tiiN) N 1V/rJ) IJ 11/fil N
nu= Map; 0 ` CI 0
Con. Pads 0: 0'. 0; 0
P:=d r,u Lt. on ;l'(i N) N r;N) N ;iYiH) rJ ;rriN) N
Art Type
R7'V .OR „is 01 0 J 0, - oy
Last Time 1.00 _;.00 .>.00; i.00 -u0 _.G0 1.0u 3.00 3.00; 1.06 3.urJ
Prop. Share:
Prop. Prot.; 47 1
___________________
- J i gna l Opera t i,:ns
Phase ;ombination 1 ._ 3 4; 5 6 7 3
EB Left IN8 Left r
Thrll ' Thru
I
R ig1)t ;iul)t
Pods Pads
Win Left ;S6 Left _r
Thrli ` Thru `
Right r Right '
Pods • Pods
rJ ii it iailt 'ET Fright `
is Right. 'WB piuht
VC1911 10.04 %reen 17.DA 56.0
fell•-.w K 6.0 'Y_ilo./Af 5 11 A 0
tyr-i._ i_.enyt.h: 110 seas N,5- :,itn inaI i._1 . 0i 45 96
1. :wn ':r.;,lp:
Ilnli is Crp 1" 1..fr :a J: .i• 111- omit' LOj
En L 4a? i5 a 71 i' 5
0-0 15 .. 09 _.1 C
�.: 646 1:j;.4 Ij e _ J 1119 15.: C
WI) L .395 1717 6.014 0.2-:7 1 1 A C VA C
TF 3 Q - :. 4_
° n .. 3
_:11)NAI_I_E0 IN)ER:'.ECTiON jiil"Allr Ver-SQ, __4'i
Center i Mi.:rec omput.e�- s in ivet Il F,, p."tclt I
==r- GE -WI E)i=cbethl
..:i .Dili l Ic dime:
I i !41!1� w'. �t:l l'• I • I'-•• rill I-I'l Ir •... �.
1 -- ____ ___--
"llJnles li I iu 65; 30 65 401 165 3 70 1 10 1 0
PHF or i-VlF i.90 0.90 fi_9p; 0. 90 0.90 0. 90; 0. g0 0 g0 O.:=D; 1i.40 0!91i 'i.90
Lane W (ft1; ll .0 i2 i2. f) !=.0 1.',•d 1=.0 i:..r IT
ao 'i 0 II
t .ieavy Von' e
Part 'in9 ,1f/N1 N tijNt 11 l'f; fij N N
on. reds 0
-, rd e..0 It on Ill N1 N !(f;-Ni N iY"M N il-f,'rJ) N
A., Type 5 1 1 3
i•: T I; R V o i 5 V - U U
i-.:.t T Ime ! i ')EI �.0i1 :.I10 _iu 11 ,.130 _.VVi 1.00 .C.0 _ -V01 i.Ull ..UQ Iju
,.p. Shara'
P---P. Prot 1 d
___________________________________________________________
_ignd) Vperatipn5
"Phase Combination 1 2 `i 4 i _ = 6 7 3
EB Left « :NB Left x r
« i
Thru Thr,
Tight ` Riont
peas 1 Pads
WEI Left ' :::5 Left
Thru ` Thru «
Right '. Ri.ght
pads
rIFr. R+TIt =B x Ight
AR Right 140 Ai ?ht
Green _ 2.'JA Gr _-n I z.54 da Elf
r4ilow/AR -j e1 -'. 'AR 5 0 ..h
-ie _pna i_;1. i0u s_ ._ - Chas= :::mb i n.,i.'c:� :-der: Ni
irate. =e<`. inn P-rr";:-n... "Ir:. _u.... 03r
06 0. f Q 16 i Q 19 2 .
4 ?:a 1; J.264 3. ill 19.r
17'Ti 0 94 :i i 19 .i ... _ I'i . .
lrl _
d �,il ,:IarJAL le.l_jl IIJ Ii'. i'_aa. F' OfJ SHM11%ahi e'er --:I n -.4d 11)-i0-i
t,anter For Microcomputers in Transportation
F________________________
IF. -WI Fii=ah2 th (N-3) I__rlyd ).
'"-wan: AM' File N.jmP_:
vres i. I>.._ 'th._r IU eu 97 am Dm
mmrn l'. I? 17L>r ionj ht Ord COOT
.' rJ-_AMn'i . N.� t. hbuund
Q 1um«;= 155 75 75 155 i051291 30 905 601 65 nos I70
PHF ,r Ph'1510. 951 0.90 Ii.:u:u. y0 6 90 0- g0 ri.90 O.9u 0.90;0.90 0.96 6.90
--I rle iJ V 11 dewy Vah: _ 2_ _
t ina ;1, I -NI rJ ;(7iN) N (ti /IJj N ,(Y;NI N
Bus stars 0: 0: 0; 0
Cow Peds fj; 10: i); Ij
Ped C•utton !I' N) N i -I/rJi N f"N N (f;NI N
Arr, -I ype
RrOR vols
Lost Time I1.rt0 3,00 3, 0u:).00 3,90 3.0011,66 3.00 3.001.00 3.00 3.00
Prop. sharei
Prop, Prot, i 47
___.._._._______.________..__.._____________________________
oignal Operations
chase i;=bl nation 1 2 3 4 1 D D 7 •3
EB Left '' ;NB Left
Thrn ` Thru «
Night ` Right
-weds ` i pods
WE. Left
SF, Left x Y.
Thru
r Thru
piaht ` Right
Fads Peds
NA Right TEE. Right
AB RiaM ;W8 Right
Green 0.04 :Green 6.OA 51.uP
rr_i Tow; Air 6 0 ;feiiowi AR S.0 o.11
C .:•_1. i_e•11<: Lh Ilit -' Gha>.---nhinat.ion order: 111 45 46
._..___.__.._.....___._..______-_______-____________
I r1 l__- ei- ion `'er formance Summary
in. _r al.Ic: ;Id -at - g;rt: Approach:
rr1 �111 I.:tp I.:w ti'it i:. Ira It i^ Do 13y LVJ De 1 5 v L1_.
Eb L ;: i s 600 ) A09 0.05 4 A C1 26. I
iR :51) 17,3 ) -e ia u >6 1 7 A
.i0 -E1 u, 521 0. 05 19.4 C 19.0 C
41 0. n;:7 11.9 3 13.6 B
r+R I_ :fit I "ii li . _=;
:j.6<2 1).4141 i3 n
I li,l•1: '.iC•rl Al..l [ECI INii.R.�:Ei-.Ci01J <.IIMMAi:r
vpr-r, i, qn r.. 4fi
1fl-i'-1='
7
Canter
rnl- Ili,- I- �enmpu hers In Tr'an5nori.itlnn
Streets: (E-W1 Riverside
(N-i) I_'amay
Analyst.: JMCI
File Narne.
10-17-97 am pm
1�: rinm�l)r Shier
t. lAigr'CI total
F-15
tbOund Wes thr•I.Inrl Northbound
jolt
tFlhol.Ind
1-
____
T R L T
R l_ T
L
T
R
____ ____.---- _^__
J.1I'ue_ 42
366 197266
1)5; 27o 476
41 ii4
504
10
PlAr or I•K 15 � 0.90
0. 90 0.90 0 a0 0.90
1).9010 90 0 Yu 0.
40 1) 30
iJ 90 it
90
L:ule W rrt+; 12.0
12.0 12.0; 12 0 12.0
12.0 12 it 12
0; 12.0
It. it
de
Ij 0
0
Ii
3: Heavy Vah;
_ 2; _
�� ,.
r'ark. ing (YIN)
N ('fiN1 N
;('(;N) N
;(Y;'N1
N
_
Bus Stops ;
0;
0;
0;
0
Cnn. Peds
0:
0:
0�
0
Fed Button ;(YIN )'N
(Y/N) N
;(Y;iN) N
('ijNl
N
Arr Type 3
3� 3 3
_•
11
PTOR Vo is
_.
Lost Tfine 1.00
3.00 '.3.O0 1'00 '3.00
3.00; I.00 :3.00 "..IIUi
1.00
:,-00 ?.Ofi
Frop. Share;
Prop. Prot.l
__________________________________________________________
Signal Operations
Phase Combination
1 2 3 4:
- 5
5
7
6
EB Left
R
;NB Left .Y
Y
k
Thru
"
; Thru
Y
v
Klliflt
R
Right
Y
k
reds
w
Pe(Ia
+
WC L_f t:
•
;S8 Left R
r
Thru
«
Thru
Riaht
*
Right
Perk
«
Peds
R
NE. Right
;Ee• RigT't.
J`G iill!i-It
�Wc. R, Iill ht
Gran 5
OP ;a AP
;Breen =..1)P
7. V 47.0
SA
6.5
1el ioi'i AR 5.0
i1.0 6.0
1_engt.h: IIi0
_______.__________________.___________________-_________-__..___________
-acs Phases-ombination
order: it 112
41 46 it7
Inter-ection Perfrrrnan,---
',i.iimmary
Lane Cirowp:
Arij `.at v/c
gIc
hp pr oac }u
Mv•nts Cap
Fi;_w -:.ir io
ISatio UEmy
Eli_ Li.:
i.iy I_0
177111 0 201
!) 'UQ..?
-. ,_
R 269
15,3 ', 9.314
1). 170 4::. 1
E
WE L 234
t-70 0. 156
0. di0
76: r,65
..-5d I;. =?
I). 17u
505
inn 0.545
0.690 6.?
d
_ 0.4E
•I
?IIIII
I' I:i.
'J _ r
I.i I J
,
IICIq: >tlyl:l l-ICED IIJ 11'.i^-.E'.I IUIJ '_ii11M-1:'i
V.I �. •ri ..4.-
lil-i%-1:1'
I.':n ter Y.:r M1_r•?•_nmpnfel'S in Tr aflsp Jl'1:•i }.
Ir�fl
3treet=--r£-W1 Rivw-s
i„A
(N-:3) Lemay=__==_-__>____-______
Aoa-lyyt: .)hl C.
ITii_. Nnnrv_•:
AI'ea Typ.�. li l'.I'�-y'
i0-I%-'9 am i-
',JlYunefIt'
l:;na hikgrd t'%tS l
Enstbn"ofi_..
We's t bnnrl,;___- id ,rthb•:,II_________
. -
-.reli i-Ir.f:. n':
No. t;Incs I
I 1
I
I 1
Vo it -noes 147
20� 3250 -.64
Ir,i; :v9 54
-•0; -,
F'HF or, PK 1510 90
0 +0 0 90p0 90 I) 10
U ',,I) 1) 90 0 90 0
90;ii +1) 0 11)
Lane W Iftj; 12.0
12.0 12 .0; 12.0 12.0
12.0 i2 1 I
r t'
Trade
0 j
_
'4 Heavy Veil
2 ' � 2 2
�i(YIN)
21
�I
Park In 9
N N
�(Y',N) N
r-N) N-
Eus Stops
0;
OI
0;
0
ll
Ped 6,Aton ; (YIN)
N ; (Y �N' N
J J
� (YIN) N
Arr Type
3 :3
r
•r 3
RTOR Vols
0;
0;
0;
0
Lost Time 1.00
:3 00 3.00; 1.00 3,00
3.00; 1.00 3.00 3.00;
1.00 ..3 o0 3.00
Prop. _hare:
Prop. Prot-------------------------------------------------------------------------
Signal Operations
Phase Combination
1 3 4
.5
6 7
E
Eft Left
• « •
:N6 Left •
* R
Tilru
• t
Thru
.« R
P,ight
..
Right
s Y
Peds
* f
Peds
« «
W6 Left:
Y •
;5B Left Y
r
Thru
`
Thru
Y
Right
•
Right
Peds
Peds
Ntt idol-1}
:EB Right
SE• Right
:1J6 Right
Green 6.OR
2.OP _5. oP
;Green 5.0P
d.OP 3.9.0^
Yellow/'AS: 5-0
0.0 5.1i.
;1'eilow:AR 5.0
0.0 6.0
i:L,- rig the iIG
-----------------------------
secs Pha<•= combinat:ion
order: 41 #2
43 45 tt6 07
intersection Pgrtormanre
._____________ ___________________
_.IJmnlary
1_ine l:rrup:
A"j ::61- -
9iC
Appr-naeh:
M •v nit�'. :_10
riOw :''at io
r•'i t io lie lay
L6n 1!e lav L!1_:
'I 1015
'25 tl. :•5
111.17 24.4
-
R 4.:2
I'. +i. 4.3
0. _73 3$.9
it
WI-1 1_ i4
1??rJ 11)
0.:'?I i'.6
- 25 7
C.
TR 599
3531 n.dli'i'
0.-55 1.9 3
0
rlE L 420
I--.J '1. " O
il. 57? 1'+.4
16.7
1_
IJ uat;
:J ac
:
----------
:I-A>aLAIIZA SOMA91
VWA '�l j of
ly.
'enirar -C,
in
fj -S
v
File Name
QD Lin
'.,:Unman L short h3nq
je'd We tr o,jnd
Nor '-"J
---- ----- ----
V""M—s
I I
Ij
r HF I if Ql-) it CoO
al '1IIi n
if Q
9615 Oki 0
96 9-1
il—av, ah:
-'Arl, "'? : I ".-ri i
, ti IN i N
i tylN, N
(VIN I N
8ns i.f ops
u
FedsII
II
ep
a d o. ) f t on YIN I N
"r
i (.,' N if
k filq i 'j
NiA
Lost Time 1 .00 3 05
1,06 1.05 2.00
5 .)fj: i F; o 0 .Iji)i i
oc _.hare!
- - - - - - - - - - - - - - - - -- - - - - -
- -
- - - - - - - - - - - - -
3 19 11 a i Or era
- - - - - - -- - - - - - - - -- - -
L I On S
- - - - - - ---- - -
- -- -- - - - -
Phase Wbination 1
4
EE Lark
:NE. Left 4
rhvij
Thru
P. i qn
F'i
WE Let +
56 Lair
1
Th"U
Thru
right
pods
Peds
NE pighf
En ROM
AAA
wee"
6 0
; ,-�-' i
'o tu-, Z.�Cs
ihese
3r.-Ior 4, il�
an
n-la.
ze'-r "'p
... .......
MW-Ei cao
F yn, Va",
a L
o'
if 00 1,
if i
.-o
-- -- - -
7
- - - -- - - - -- - - - - -
t r irl T I- o n, r L
IN- y
1—KH:
0-6. ......
T
lot!
PHV c, M 15 4, 96 6 gy 6 06 p" jq 0 q 0,VU I a go 0 Ao 0,,ei
Lan ' z 4 i - r , ' I I! I , I ; * ) i 1 I 4 it
0
:!ea,v veh
/H 1 N r; N ) N1 1 (YIN i fj N I if
Con. Ped3 0
f INI if :,(IN) M N i N TyN I N
RFAR vois Q
'�- I - zt u 0 0 o -1 . 00 3 or, I . C, C, r,
Prop, Share: _00
Prop Prat a 7
- - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
z-ignal Cl:erations
Pha$e i:Ofnbinalrion I ii 7
EB Left :N6 Left I
N-n Thrn x
R i 91,
Pods
As
WE ict k Lef t
T il,-i j nr u
R i ight
&A reds
WE A'"ht lE6 Right
A � wh' 1 W6 A lan t
0� eon 25 V i Green UA
, .- 1 i ')"' AF, --, , 3 ! 'r a i I "W" Ar' 0 6
too, N�Eo
------------- ----------
n y
Inp,lach
a I.i_ .ate if y
c
q
t
-- - -- - - - - - -
:1i'141"I-iztzu KFUSEM04 �mqm'�;t( '. Y I 1i :
Cetus- For M1wocwwutm3 In T: wso&-Latwn
y
7
nt I v i �.Q-Q i 1-.Ivi1 r Ii fatal
--- ---- ---- ---- ---
!uq, S i,3 i k) -3 nu iu Ja :iris 16m): of 6.""
C, .? a ij f,
17 '70
0
,y Veh; ZI 2
P�rt- ing T : , T / N tj tj IY Nitj
Ui
o n
:'<zd 13nrt•-.n iti) rJ
0
' l ft, Ou 0 ri C' 0 0 0 0 1 u 0 7, r; ,.lip
'114
:p
- - - -- - - - - - --- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - -
n a I 'I'L er r i wn z
Phase z:,-,mb ina r ion 1 4 3
E 6i L e f t Pri. L e r t
Th r tJ « T hr 'j
Fc. Flt;- i g h t
Peas
iib Left Left
Thr I I
Pad 3
P R ight
-- ; .211 1. .--. i it t t
fe"
A R
- ------------------------------------------- - ----------------------------- -
nr- I-wo,p j
F i
7 5 C
44'.' i
LI.I.7
d4u F, u 0
L 6
'Ilij, rl j, - - ; Irl ...r , '-p - i 'n . , i, i 1 11 - - j -
�Ile woo,
0
T
L-wos.
1n j c1r, C, .1 f, it a 0 rj; 0 G rj i-I
ti'!): 1 A !'70
I�avy veh
iHq k Y/N) rj
8"3 stops
Can Pads l 0 l it
red ant ton o Y., rj N r rJl N rvjrJi N fj I
Orr Type
rt it Vo 1:F
i. "'st riffle i 0 ri j.00 0 Ci 1 , Fi 0 0 0 Fj 13 1 1p) � .00 3 0 0 0 rj
Prop. 1hare,l
Prop, Prot: 47 -------------------------------------------------------------------------
�Jgna'i Operations
rhos ir : --mirt i n a t ion 1 2 4 ! 5 6 7 3
16 Left !Na Left
i,hr I I Thru
�- ; g h V. i gh It
Pods
E. Left
WE Left Peas
F 11 r I I
R i 'j I I
A Right
weds;
HE OAK tin Right
5 �gv " : WR 0 10 t
35 . DA 1 Green M. 1A 53 , OP
.r:1,? I -' I, i I Fj z-mn ina t i -.n ordl.r : NI 4.5 pry
-- - -- - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
..Ji ......... y
Ip ` d 11 P o.1 1: it
N'w I i it I y la':
- - - - - -- - - - -
H , -i
W� 1 7 i "m I it .
13
5
APPENDIX B
Oct-08-97 O1:22P
Site C044 : 00000011
I-S IINoI: MY be.
11 Street: Aivusidt Or.
Weather : Net1011
970-484-95OB
City of Fort Collins traffic Ourations
Pe6f: I
PILE: 11.2.96
Novelette NY: PrilefY DATE: 2106191
PEAS PERI00 ANALYSIS P61 THE PERIOD: UO All - 6:30 All
OIAICIIOI STIRS
PEAK HIT ........... YOLWES ........... ......
PERCEATS .......
FIRM RUM
.....—
FXTCR Plot Right for$ Lilt IOEAI 'eds Right TAru Lilt
------------- -------
................
cull FAD An
--------- —.----- ...........-'•------
0.19 0 10 513 115 ;04
1 14 25
fail 1:30 U
0.11 1 116 261 14 411
21 61 1
South 1: 10 All
0.11 1 41 NI 112 Its -
S 60 is
test 1:39 AA
0.11 3 205 Ili 47 611 -
33 60 1
Entire InUrso.tion
to %a 1:39 0
0.51 0 10 521 Its t0o -
I U 25
Earl
0.11 t III If% it 419 -
21 64 6
scull
0.11 1 42 411 212 111 -
S so 35
Nest
0.11 1 20S 310 42 ill -
33 60 1
Loosely Ave. i•••i
N
' --------
W- +-E
...........,
S
. ••549 .. i
(Pods ] 0 10 ; 523 ; 175 ............: 1 [Pods ]
___-_—_—_______• •---� —_____
..................
. .................
--- 708 -_— __
116
....Riverside Dr.
---------------
419
269
42
i
------ -----------
34
370
617
Riverside Dr. ...
-----------------
'
587 ..........
205
-- -- 815 ----
... ...........
-------------'........ •-----------------
[Pods ] 3
....� 282 491 ; 42 ;
1 [E'eds ]
762 ..
...........� i
i
............ ,
. ; Limey Ave.
...� __-_______
P•O8 Oct-013-97 O1:23P
Site Cold . 0=011
1-5 Street- total Ave.
0 Streit. Riverside Or.
Weather :Ian1011
970-484-95O13 P.3O
City Of Port Collins traffic OWer Mons
Pitt: I
PILE: 11-1-11
Anelolts NY! Prilifl OAIE: 1101196
PEAK PERI00 AAAIYSIS FOR IRE PERI00: 4:30 PA - 5:10 PA
0IRECTION START
PEAK HA ...........
IOWAfS ........... ......
PEACFAIS .......
IROA PEAK Him
............ —'-'------------------------
FACTOR Pan Right Thru left total P101
_------- -..'__---..--'_...--"--•---
Allot tern tell
North 4:10 PA
0.11 2 II
SIR III 107
1 94 N
fast 4:30 PH
0.11 1 INS
732 12 $21 -
11 55 If
South 4:30 PA
0.91 2 21
Ill ill 646 -
7 61 v
lost 4:19 PA
0.12 0 31f
Ili Ill 141
4S IS 11
Entire
Intersection
North 4:10 PA
0.61 2 14
611 III W9
1 as 14
fist
9.61 1 155
292 62 Us -
it 55 IS
South
0.91 2 21
S61 261 $11
1 66 11
leer
0.11 0 DS
212 Ill 149 -
es 3f 19
Lway Ave. �...;
N
W+-E
S
857 '
(Pods ] 2
i 14 678
Ill ............
8 lileds J
..................
..................
--- 803
--
155
.......... 567
,
____-----
... Riverside Dr.
------------- ---
529
,
292
141
--
--
82
273
749
Riverside Dr. ...
............
410
335
--
-- 846 ----
..........
......
[Pads ] 0
; ...........
261 501 :6 ; 2 [Pods ]
1095 ..
...........i
...........�
i
i......
• Letnay Ave.
Oct-08-97 01:22P
Sill Code: OOON011
H Streit: Legal Are.
1-1 Street: Pannacl
N6lher : mafg0q
Cit1 or Fort Collins traffic orlerlt-ons
Renew is III Primary
970-484-9508
PCI: I
FILE: 11.1.15
OAIE: 2101111
PEAR PERIOD AN41316 FOR THE PERIOD: 1:30 All - 0:30 AR
DIRECTId1 Steel
P1A4 NR ...........
MrsES ........... ......
FERCINIS .......
FOX PEee ROM
....... __...... ---
IRWIN Ptdl 1101 fen lilt Total Pads
—.______------------------------ _._.__--------------
Right Thru left
101111 130 All
0." 0 11
131 1 Ill -
..........
2 1F 0
flit 1:30 AN
0.10 0 1
0 1 2 -
50 0 s0
South 1:30 AN
0.93 0 2
538 It SIR -
0 90 1
mart 1:30 AM
SAT 0 Is
0 It 52 -
IF 0 2F
Entire
Interectim
North 1:10 AN
0.10 0 11
Ill 3 111
2 1f 0
East
0.50 0 1
0 1 1 -
s0 0 so
lath
0.11 0 2
all 00 129 -
0 so 9
lest
0.91 0 31
0 Is 52 -
13 0 21
i
i..
1_rNrlay Ave. ...
N
---------- ...;
M-+-E
'
..........
S
....,r
�.. 853 ...�
(Pads 1 0-`
19 739 ;
3 :............
0 (Pods )
...............
-- 761 - - -
- --
1
.
... Pennock
2
0
14
-- __—_
--
1
0
52
Pennock ...
...........
5 .....
i r
....
[Pads I 0
..•.........
. ..................
•_______—___
86 838 2 0 (PadsIla 1
.........
..........
'
Limey Ave.
P.05 Oct-08-97 01:22P
City of Fort Collins lrellic Operations
970-484-9508
WI min . DDDDOOII
14 Street: Eery Ave.
E-N Streit: PlAwk
Nether : Narelorl
Mrrtelnll may: Primary
PEAL PERIOD AIALISIS FOR TIE PERIOD: 1:30
IN - 1:30 PR
DIRECTION
START
PEAL EN
........... VIRUSES ...........
...... PERCENTS
.......
FROM
__-___
PEAK on
--------- —__
FICTION
____________-____________________..
Peels Right five tell
Total
__.___._....._.______—__.
Pros Rival
Tins left
North
4:30 PR
0.91
0 11 lost I
IOU
2
11
1
fist
4:10 PN
0.61
0 12 I 10
2S
46
It
10
Shull
4:30 PI
US
0 A Its 291
995
- 1
10
19
lest
CIO PI
0.11
0 11S I IS
262
- 14
1
25
'
Entire Intersection
North
4!10 PR
0.14 -
0 24 1051 1
wee
- 2
9t
I
East
0.19
0 12 1 10
25
11
12
t0
We
OAS
0 6 511 211
19s
- I
to
29
rest
0.11
0 19S 1 65
162
11
1
25
PAGE: I
FILE: 11-1-15
DATE: 2101111
i
' Lemay Ave. N
-------- w-+-E
1 S
775 ...
(Pads J 0; 24 :1057 ; 1 0 Spada J
------ _---- —____•
.................. --- 1088 --- _- 12
.......... 318 ;
..................—�--------
... Pernnock 25 3
----------------
65 -- _- 10
2 262 Pennock ...
---------------- ; ..................
......
15 ..........
195 __ ___ 995 ____ ..........
(Pads ] O ; ... 291 ; 698 ; 6 0 (Puds ]
1262 ..
�............� i
............
Lemay Ave.
P.07
Oct-08-97 01:21P
Site Coot : Do=to
1-5 Him: Label be.
hI Shun Elillthalh St.
kefkr : UralOr/
970-484-9508 P.OZ
City o1 Fort Collins 1111f1c Optrums
PAS(! I
FILE: 10-2-15
ROe1RP11 It: Fehalry DATE: 210119E
PEAK PERIOD ANALYSIS FOR IRE PERIOD: 130 AR - 1:10 AN
DIRECT 101 START
PEAS 94 ...........
VODIDIES ...........
......
PERCEl1S .......
FRNI PEAK il01a
..__...—._______________________
f1L10R Pads Right
---- _____._._.._._____--------
lots left
Total Peds Right tare Left
North 1:10 AN
0.11 1 61
oil IS
ISO
-_._____.____
9 IS 9
Ent 130 AN
0.82 1 11
St if
lie -
21 A9 I1
$000 1:10 All
O.I1 1 101
Sol 11
191 -
10 00 1
will 1:10 Al
0.14 1 10
101 u
229
26 Ad SO
Entire
latereection
North 1:10 at
0.91 2 0
619 65
ISO -
1 61 f
East
0.0 1 11
Se 21
lit -
21 11 21
South
0.12 1 lot
101 94
SIR -
10 60 1
MI
0.11 2 60
101 61
221
21 41 10
Lemay Ave. ..;
N
------
; .. '
YI-+-E
S
'
904 ...;
[Pads 1 2 ;
66 ; 619 ;
65 ............
1 (Peds ]
..................
.............18
--- 750
;
--
33
..................
i --------------
----
... Elizabeth St.
lie
56
68
--
--------------
,-
21
lot
229
Elizabeth St. ...
----------
---- — ----- -----
'
...............
..........
60
--
--- 998 ---- ...267
............
------------•
(Peds ] 2 :............:
•------------
_ -_-
94 ; 803 ; 101 ;
(Peds J
............:
..........
Lemay Ave.
Oct-08-97 01:21P
Sit@ C001 : 0=10
1-$ Street: tent/ Ave,
E-f Streit: Elirebatl U.
walker : krelOry
City Of Fort Collins Traffic 0kritian;
R.eaents by: Priury
PEAK PERIOD ANLYSIS FOR IRE PERIOD: 4:31 FM . 5:10 PR
970-484-9508
PAGE: 1
FILE: 10-2-11
DATE: 210119E
DIRECTION START
PLL 8
........... FOLLIES ........... ......
PEKEIIS . _....
rim PEAK HOUR
---- _____.---- —----
FACTOR
___—_......
Pads Sight Elm lilt TOUT Pell
tight Ibex Lift
earth A:10 PR
0.12
_________.___
2 11 IRIS 51 1238
_._.-._.._
1 AK S
list 4:10 Ph
0.10
I too 92 III 111 -
12 21 a
South 1:10 PIT
0.12
0 it III It 104
I e1 1
lost 4:10 Ph
0.89
1 11 11 124 111 -
iS t6 Al
Entire Intersection
North 9: 10 PO
0.9I
2 11 10I5 SI 1211
1 k S
list
0.10
1 in 11 III ]]e -
12 21 II
South
0.92
0 12 ill It 1104
6 11 1
lest
0.69
1 51 65 Ila 111 -
25 26 49
Lemay Ave,
N
-------- ; ..
...........
W-r-E
S
'
. ..........
1013 '
(Peds ] G
; 96 ;1085
; 57 :............:
4 (Pads 1
...........
—
1238 --- —
108
259
... Elizabeth St.
338
92
_ 124
—
—
130
66
253
F-lizati-th St. ...
...........
:.. 175
63
-�
9(1a
-- -- ..................
..........
_ ___
______(Peals 3 •........ ]
: ..................
.. 71 ; 78a ; 52 ; O (Peds j
1286 .,
' ..........
' .......... i
• ; Lemay Ave.
P.04
MATTHEW J. DELICH , P.E.
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
TABULAR SUMMARY OF VEHICLE COUNTS
Observer ' �� Date 10 / Day City /onT C U L L T!V S
INTERSECTION OF `- 22214'1 AND A<rJII C /S
5 Right g turn
_
L =Lett tum
TIME
BEGINS
L ,-,,,,: v
Z-~ y4r.d ✓
TOTAL
North
South '
t> �Na c k
,ar�vn, G c k
TOTAL
East
west
TOTAL
ALL
tram NORTH (I
from SOUTH
I from EAST
I from WEST
R
I S
I L I Total II R
I S I L I Total
I R
I S I L I Total II R I S I L I Total
730
IIyI1171
01/6/II01/691>11/F9
II
TC0II
, I C IP1 0
II 1 0IS
1 17 II
i7
11377
Sys
it 9 1/49'1
1
1 a.o? II
0 1�,Z/� 1 61),d' k IN 7 C
II O 1 0 1 r, 1 11101
0
1 '1 1 1 y
A 1y
II N 0
.qcc
11 6 Ile71
0
1173 11
0 1 P?71131 0,5 113 7 8
11 0 1 n I -; 10 11
/51 0
1.6 1 a.1 II
Ily 1 9
715
II C 1/?51
0
1I / 110 1 1.)71k; k 11
q D13
11 C I t) 10 1 0
,),3
Ilyy
II
I
I
I II
I I I II
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APPENDIX A
VII. CONCLUSIONS
This study assessed the potential impacts of opening the
Safeway Credit Union near the Lemay/Pennock intersection in Fort
Collins, Colorado. As a result of the analysis, the following
conclusions were drawn:
The potential impacts of the proposed project were
evaluated at the following intersections: Lemay/Elizabeth,
Lemay/Pennock, and Lemay/Riverside.
- The traffic impact analyses were performed for existing
conditions and future Years 2002 and 2015. Future background
traffic conditions without the project and total traffic
conditions, with completion of the proposed project, were
evaluated.
- Under existing conditions, each of the study intersections
are currently operating at an acceptable levels of service.
- For Year 2002 background and total traffic conditions, the
study intersections are projected to operate at acceptable levels
of service. An EB RT arrow is recommended at the Lemay/Riverside
intersection.
For Year .2015 future background and total traffic
conditions, the study intersections are projected to operate at
acceptable levels of service. The need for dual northbound left -
turn lanes at the Lemay/Riverside intersection should be re-
evaluated after completion of the Timberline Extension.
- Pedestrian access to and from the proposed Safeway Credit
Union is/will be direct and continuous. Bicycle facilities are
present along Lemay Avenue. The project site will be directly
connected to these facilities. Currently, transit service to the
study area, which is provided by Routes 5 and 9, is operating at
level of service E. It is anticipated that the transit level of
service will be improved to level of service B in the future.
25
future credit union and live in the nearby neighborhoods,
individuals who work at the credit union and are destined to
adjacent commercial facilities such as restaurants and shopping.
The nearby neighborhoods are greater than 1320 feet from the
site, although they do have good pedestrian connections. The
Riverside/Lemay Shopping Center and Poudre Valley Hospital are
destination areas that are applicable for pedestrian level of
service analysis. The Pedestrian LOS Worksheet is provided in
Appendix H. The minimum level of service for activity centers is
B for all measured categories. This level of service will be
satisfied or exceeded.
Bicycle Level of Service
There are bicycle facilities along Lemay Avenue. Local
streets (Pennock Place) do not require striped bike lanes. The
bicycle level of service to/from the proposed credit union to the
adjacent commercial area is acceptable. The Bicycle LOS Worksheet
is provided in Appendix H.
Transit Level of Service
The current transit level of service (Routes 5 and 9) is
determined based upon the following: the 12-13 hours of weekday
service and 60 minute headways. The travel time factor is
estimated at <2 for three destinations and >2 for one destination.
The peak load factor is less than one. Based upon the criteria set
forth by the City of Fort Collins, the project site is located
within an area defined as the "remainder of service area".
Currently the level of service is LOS E, which is not acceptable
for this service area. It is anticipated that this level of
service will be improved in the future with implementation of the
City's Transit Development Plan. An analysis is provided in
Appendix H.
24
I
O
94
F
PENNOCK �
R17ARFTW
Site
z 7/ 1 1
Legend:
—► - Denotes Lane
LONG RANGE GEOMETRY
23
Figure 12
Table 5
Year 2015 Peak Hour Background Traffic Operation
Level of Service
Intersection AM PM
Lemay/Elizabeth (signal) C C
Lemay/Pennock (signal) B C
Lemay/Riverside (signal)
Table 6
A
Year 2015 Peak Hour Total Traffic Operation
C
Level of Service
Intersection AM PM
Lemay/Elizabeth (signal) C C
Lemay/Pennock (signal) B C
Lemay/Riverside (signal) C C
22
PENNOCK � y
46,
N
Site
7A
Legend:
- Denotes Lane
SHORT RANGE GEOMETRY
21
Figure 11
Table 3
Year 2002 Peak Hour Background Traffic Operation
Level of Service
Intersection AM PM
Lemay/Elizabeth (signal) B` C
Lemay/Pennock (signal) B B
Lemay/Riverside (signal) C C
Table 4
Year 2002 Peak Hour Total Traffic Operation
Level of Service
Intersection AM PM
Lemay/Elizabeth (signal) B C
Lemay/Pennock (signal) B B
Lemay/Riverside (signal) C C
ME
VI. TRAFFIC IMPACT ANALYSIS
The previous chapter described the development of future
traffic forecasts both with and without the proposed project.
Intersection capacity analyses are conducted in this chapter for
both scenarios to assess the potential impact of the proposed
project -generated traffic on the local street system.
Traffic Analysis - Year 2002
The peak hour background and total traffic volumes for Year
2002, illustrated on Figures 6 and 8, respectively, were analyzed
to determine the intersection delay and corresponding level of
service. Tables 3 and 4 summarize the results for the respective
Year 2002 background and total traffic conditions. The level of
service' worksheets for Year 2002 background and total traffic
conditions are provided in Appendix D and E respectively. As
indicated in Tables 3 and 4, the traffic movements at each of the
study intersections are expected to operate at an acceptable level
of service under future traffic conditions for Year 2002. It is
recommended that EB RT arrows be implemented during the NB LT/SB
LT and NB LT/T phases at the Lemay/Pennock intersection. The Year
2002 intersection geometry is depicted on Figure 11.
Traffic Analysis - Year 2015
The Year 2015 peak hour traffic volumes for background and
total traffic conditions (after completion of the proposed
project), were analyzed to determine the intersection delay and
corresponding level of service. Tables 5 and 6 summarize the
results. Appendix F contains worksheets for Year 2015 background
conditions and Appendix G for total traffic conditions. The level
of service analyses shown in Tables 5 and 6 indicate that the study
intersections will continue to operate at acceptable levels of
service. The EB RT arrows continue to be recommended at the
Lemay/Riverside intersection. Long range traffic forecasts
indicate the need for dual northbound left -turn lanes at the
Lemay/Riverside intersection. This need should be re-evaluated
after the Timberline Extension is completed. Diversion of traffic
may occur at the Lemay/Riverside intersection such that dual left -
turn lanes may not be required. If traffic increases on Elizabeth
Street, separate left -turn phases may be needed in the future. The
Year 2015 intersection geometry is depicted on Figure 12.
Pedestrian Level of Service
The pedestrian activity associated with the proposed project
would be related to the following: individuals who work at the
19
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6,000-7,000_
7,00�_.
6,000-7,000�
N
LONG RANGE DAILY TRAFFIC Figure 10
FA
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LONG RANGE TOTAL
PEAK HOUR TRAFFIC
41�-
N
AM/PM
Rounded to the Nearest
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Figure 9
17
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PEAK HOUR TRAFFIC
AM/PM
Rounded to the Nearest
5 Vehicles.
Figure 8
V. FUTURE TOTAL TRAFFIC PROJECTIONS
The future total traffic projections reflect future traffic
conditions with the traffic from the proposed Safeway Credit Union
project. The future total traffic projections were developed for
Years 2002 and 2015.
Total Traffic Year 2002
The total traffic for Year
traffic from the proposed project
Year 2002. The resulting peak hour
Year 2002 are shown on Figure B.
Total Traffic Year 2015
2002 was developed by adding
to the background traffic for
total traffic projections for
The total traffic for Year 2015 was developed by adding
traffic from the proposed project to the background traffic for
Year 2015. The resulting peak hour total traffic projections for
Year 2015 are shown on Figure 9. The total daily traffic
projections are provided on Figure 10.
15
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PEAK HOUR TRAFFIC
Figure 7
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PEAK HOUR SITE GENERATED TRAFFIC Figure 5
11
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9
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NO SCALE
TRIP DISTRIBUTION Figure 4
/
Land Use
Credit Union - 3 KSF
Credit Union - 6 KSF
Table 2
Trip Generation
Daily A.M.
Peak
P.M.
Peak
Trips Trips
Trips
Trips
Trips
in
out
in
out
635 15
12
50
54
1275
30 24 101 109
E
Aw
N
0 SCALE
PENNOCK
w
M
z
w
d
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SITE PLAN Figure 3
Table 1
Current Peak Hour Operation
Level of Service
Intersection AM PM
Lemay/Elizabeth (signal) B C
Lemay/Pennock (signal) B B
Lemay/Riverside (signal) C C
.-I
�rn
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Lo
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CDCD
CD
AM/PM
RECENT PEAK HOUR TRAFFIC
Figure 2
Existing Motor Vehicle Traffic
Peak hour traffic flow at the key intersections is shown on
Figure 2. The key intersections included in this study are:
Lemay/Pennock, Lemay/Elizabeth, and Lemay/Riverside. The morning
and afternoon peak hour counts were obtained in 1997 at the
Lemay/Pennock intersection. The 1997 counts were used to
synthesize (update) 1996 counts at the Lemay/Riverside and
Lemay/Elizabeth intersections. Raw traffic count data is provided
in Appendix A.
Existing Motor Vehicle Operation
The operation at the key intersections during the peak hours
is provided in Table 1. Calculation forms are provided in Appendix
B. Level of service definition for signalized intersections from
the 1994 Highway Capacity Manual, are provided in Appendix C. As
indicated in Table 1, each of the existing study intersections is
currently operating at an acceptable level of service during the
peak hours. Acceptable operation is defined as level of service
D or better.
Pedestrian Facilities
Currently, there are pedestrian facilities adjacent to the
project site. There are sidewalks present in the study area on all
streets, except for the north side of Riverside Avenue. There are
handicapped ramps at all intersections. The widths of the
sidewalks vary from 4 to 8 feet. The sidewalks are attached to the
roadway.
Bicycle Facilities
There are bicycle lanes on Lemay Avenue, with no parking
allowed on either side of the street. No bicycle lanes currently
exist on Pennock Place.
Transit Facilities
Transfort currently serves the study area with Routes 5 and
9. Route 9 operates on Lemay Avenue adjacent to the site at 60
minute headways for 12 hours/day. Route 5 operates on Lemay and
Elizabeth to the south at 60 minute headways for 13 hours/day.
4
3
r =1500
Safeway
N
SITE LOCATION Figure 1
II. EXISTING CONDITIONS,
The location of the proposed Safeway Credit Union is shown on
Figure 1. It is important that a thorough understanding of the
existing conditions be presented.
Land Use
Land uses in the area are predominantly commercial on all
sides of the site. West of the site is the Riverside/Lemay
Shopping Center. North of the site is a veterinarian office. East
of the site are low intensity commercial uses. South of the site
are two restaurants. The topography within and surrounding the
site is essentially flat. The center of Fort Collins is located
west of the site.
Roads
The primary streets which will serve the proposed project
within the study area are: Pennock Place, Lemay Avenue, Elizabeth
Street, and Riverside Avenue. There are three key intersections.
All three intersections are signalized.
Lemay Avenue is a north/south arterial street which serves
eastern areas of the City of Fort Collins. Within the study area,
Lemay Avenue accommodates five travel lanes, two through lanes in
each direction and a center lane for left -turns. No parking is
allowed on Lemay Avenue. The speed limit is posted at 35 mph.
Pennock Place is a local street which serves the adjacent
businesses. This is a two-lane, east/west street. No parking is
allowed on either side of the street. No speed limit is posted on
this facility.
Riverside Avenue borders the Riverside/Lemay Shopping Center
on the north.. It is a diagonal street that is designated as an
arterial on the Fort Collins Master Street Plan. Riverside Avenue
is a four lane street both east and west of Lemay Avenue. There
are turn lanes at signalized intersections. The. posted speed on
Riverside is 35 mph.
Elizabeth Street is an east/west street to the south that is
designated as a collector street. It serves commercial uses east
of Lemay Avenue, and residential and .commercial uses west of Lemay
Avenue.
`a
I. INTRODUCTION
This transportation impact study addresses the capacity,
geometric, and control requirements at and near the proposed
Safeway Credit Union, located at the intersection of Lemay Avenue
and Pennock Place in Fort Collins, Colorado. The scope was
discussed with city staff. The transportation analysis will
address potential vehicular impacts upon the roadway system, the
pedestrian network surrounding the study area, the bicycle system,
and the availability of transit facilities. Traffic projections
will be prepared for future Years 2002 and 2015.
During the course of the analysis, contacts were made with the
project architect, the project owner, and City staff. This study
generally conforms to the format set forth in the Fort Collins
Transportation Impact Study Guidelines. The study involved the
following steps:
- Collect physical, traffic, and development data;
- Perform trip generation, trip distribution, and trip
assignment;
- Determine peak hour traffic volumes and daily traffic volumes;
- Conduct capacity and operational level of service analyses for
all pertinent modes of transportation.
This report is prepared for the following purposes:
- Evaluate the existing conditions;
- Estimate the trip generation by the proposed/assumed
developments;
- Determine the trip distribution of site generated traffic;
- Evaluate level of service;
- Determine the geometrics at key intersections;
- Determine the impacts of site generated traffic at key
intersections.
Information used in this report was obtained from the City of
Fort Collins, the planning and engineering consultants, the
developers, research sources (ITE, TRB, etc.), and field
reconnaissance. The following traffic study was reviewed and
considered in preparing this study:
- Boston Chicken Site Access Study, December 1993
1
LIST OF FIGURES
Figure
Pam
1.
Site
Location ........................................
3
2.
Recent Peak Hour Traffic
.............................
5
3.
Site
Plan ............................................
8
4.
Trip
Distribution
....................................
10
5.
Site
Generated Traffic
11
6.
Background Traffic Year
2002 .........................
13
7.
Background Traffic Year
2015 .........................
14
8.
Total Traffic Year 2002
..............................
16
9.
Total Traffic Year 2015
..............................
17
i"
10.
Daily Traffic Volumes
18
11.
Short Range Intersection
Geometry ....................
21
12. Long Range Intersection Geometry ..................... 23
APPENDIX
A Recent Peak Hour Traffic
B Current Peak Hour Operation
C Description of Level of Service
D Year 2002 Background Traffic Analyses
E Year 2002 Total Traffic Analyses
F Year 2015 Background Traffic Analyses
G Year 2015 Total Traffic Analyses
H Pedestrian, Bicycle, and Transit Level of Service
TABLE OF CONTENTS
Page
I. Introduction ......................................... 1
II. Existing Conditions 2
Land Use 2
Roads 2
Existing Motor Vehicle Traffic 4
Existing Motor Vehicle Operation 4
Pedestrian Facilities 4
Bicycle Facilities ..... 4
Transit Facilities ................................... 4
III. Proposed Development 7
Trip Generation 7
Trip Distribution ..... 7
TripAssignment ...................................... 7
IV. Future Background Traffic Projections ................ 12
Background Traffic Year 2002 12
Background Traffic Year 2015 ......................... 12
V. Future Total Traffic Projections 15
Total Traffic Year 2002 15
Total Traffic Year 2015 15
VI. Traffic Impact Analysis 19
Traffic Analysis Year 2002 19
Traffic Analysis Year 2015 19
Pedestrian Level of Service 19
Bicycle Level of Service 24
Transit Level of Service. ............................. 24
VII. Conclusions ..................................... 25
LIST OF TABLES
Table
Page
1.
Current Peak Hour Operation
..........................
6
2.
Trip
Generation
......................................
9
3.
Year
2002 Peak Hour Background Traffic Operation .....
20
4.
Year
2002 Peak Hour Total Traffic Operation ..........
20
5.
Year
2015 Peak Hour Background Traffic Operation .....
22
6,
Year
2015 Peak Hour Total Traffic Operation ..........
22
SAFEWAY CREDIT UNION
TRANSPORTATION IMPACT STUDY
FORT COLLINS, COLORADO
OCTOBER 1997
Prepared for:
Financial Commercial Security
3655 Walnut Street
Denver, CO 80205
Prepared by:
MATTHEW J. DELICH, P.E.
2272 Glen Haven Drive
Loveland, CO 80538
Phone: 970-669-2061
FAX: 970-669-5034