Public Transportation Informationgamingcontrolboard.pa.gov/files/Cat_2_applicants/2013/... ·...
Transcript of Public Transportation Informationgamingcontrolboard.pa.gov/files/Cat_2_applicants/2013/... ·...
Market East Associates, L.P. , MARKETS : City of Philadelphia
February 2013
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APPENDIX A
Public Transportation Information
Pennoni Associates Inc^ ^ ' ^ Consulting Engineers • ^rBiWMI^
SEPTA Regional Rail & Rail Transit
r<'Tc1 ot -r irV-' in ^
PMCO m * ! » • < Urw
t H w t i M i t u r n
30th Street SUIisn
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Walnut St
Locust St Spruce St
Pine St
Lombard St South St
Fitwater St
Catharine Si Christian Si Carpenter Si
Washington Av
frankhrd TransporiaSm
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lufa<Jtt)MI Station
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SEPTA Route 17 Bus Route Map ^ ' Market Street - East West Bound source: www.septa.org
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Center
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WALNUT-LOCUST STATIOff
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source: www.septa.org
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1 1
INFORMATION NUMBERS | SAVE TIME AND MONEY
T D D S E P T A ' S w e b
il 0 5
aa rtte w v
15-580-7800
15-580-7600
15-580-7653
vw septa org
Purc t isM bckeb before bo«rdr>g 1h« train at:
Station ticket ontces
Cenler O ty StaHors • Market E u t , S u b o t t w i or 30th St. Stal iora
(Check d icksUe map * t www.Mp(a org tor bcfcet of f ic* l i our t )
O n ^ r n a l h t tps: / / thopSePTA.ora
(Uorithry end Sp«clal Event p a s x M are also avaiOtiie on kn»)
TRAVEL TIPS 1
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y ^ . M ^ , y ^ . . , . ^ . ^ ^ ^ ^ . ^ ^ ^ ^ . ^ ^ source:ht lp : www.septa.org/schedules. ' rai l /pdf/UnivCity_weekday.pdf *
(SSEPTA www.scpta.org
COMBINED SCHEDULE BETWEEN FERN ROCK / WAYNE JUNCTION and CENTER CITY
MONDAY through FRIDAY- EFFECTIVE SEPTEMBER 10, 2012 WBOUNDTOCEHTERCJTY
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SAVE TIME AND MONEY |
FHjrctiase tickets t}6tore boarding Itie train at: Station ticket ortices Cenler City Stations - Market East, Suburtian or 30th Street (Check clickable map at www.&epta.CM-g for ticket ofttce hourt) On-line at https://shc^.SEPTA org (Monthly and Special Event passes are also available on line)
TRAVEL TIPS 1
IchMula Tknu. b- ikcMa mtiar |.krH MpMi t t i UMjon
'an p^mtn l apUsH: CMh. lOiMi, peuM-PIMM diKV «!• MPTA F n OiM* «r • • wMl ik fci cmfiWtB Iw* 1 it J iilMJOHi auMWa.CT. * iTiUhan « a n M l ^ t « i m » t o i d » f f n m y < 0 O i n i -7Wp.rn) nWiSa r im*
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INFORMATION NUMBERS
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COMBINED TIMETABLE BETWEEN CENTER CITY PHILADELPHIA AND UNIVERSITY CITY
SATURDAY- SUNDAY EFFECTIVE SEPTEMBER 9, 2012 TO CENl
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f^SEPTA
E source: www.sep1a,org/schedulBs/rail/pc)l/FemRock_weekend.pdf 1
• -s-l." PATCO Route Map source: www.ridepatco.org/pdf/Patco_Timetable.pdf
Broad SUeet :• Ridg? Spur
_ - : ' tmn^ L l i v n ,fr..,. Markttt-FrBTilcfonf Lite
1 — ' * * ^
o v ^ ' f , ^ >«
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TIMETABLE PHtLAOEU>HIAT0 UNDENWOLO, NJ
Sign LP today Ol rxlapOtCD.DIO
Port Authority Transit Corporation A SiAuriMiy M the 0H4>vire % m Put AiAgiirf
(Bioj 77;-iiaDl) 1215) 922-4600 'iGep.iIco oig
For FBEEOOM smart cant into, cal l (877) 373S777
Philadelphia New Jertay SITE
lo Alknlic Oiy
M O N D A Y T H R O U G H FRIDAY (Except Hahdaysl
WESIBOUNO TO nNUOiinHA EMnOUNOTD UNDemoiD
r ' T l " 11 iJ I < J l I lw™\W:T\i
WEEKEND SERVICE WESnOUNDTOPHHAOILPMA EASTBOUM TO I M M N H U
NJ Transit Route 400 Bus Route Map Market Street - West Bound Route source: http://www.njtransit.com/pdf/bus/T0412.pdf
400 '-• * > " • " " _
C A M D E N
PHILADELPHIA
Q ConoBetii>Q Hail Seivice A I WteJtor Rana TnmBportattor Center
RhwLINE 1 PA-rco
TimoPwm
UmHedSsivkx
Zone Botaxtery
4S5 CMtnacikig RcHiM
W I L U A M S r O W N
400 SICKLERVILLE - PHILADELPHIA
=> S P H I i A D E l P H I A a- n CAMDEN ^ S A U D O B O N PARK S O MT. EPHRAIM ^ O B E l l M f t W R .^ S RUIUNEMEOE * S DEPTFORD
r>i-^'ll'^ni •.••nil e BLACKWOOD
PeiiuLO Teih Camden County College
S LAKELAND O TURNERSVILLE e W I L L I A M S T O W N O SICKLERVILLE
^^o/irfo/c Por* & Hide
CUSTDMEfl SERVICE M ^TARS Sumrtint miii» yuui lilp bvTIcrT
T-!l i.i „l.n NITHAtlSlI mr'.'ltAB^
. ^ • • ' r f \ ^ :
NJ Transit Route 400 Bus Route Map Market Street - West Bound Route source: http://www.njtransit.com/pdf/bus/T0400.pdf
412
CAMDEN ,,
Transpoflatlon Conlot .w ».
HtpnDt,
PHILAOBU^IA\
O TkTnPomi
402 Connadbig Roula Fan Zona eoundafy RalSiMton LlmMdSavle*
412 PHILADELPHIA - GLASSBORO - SEWELL
o B 5EWEIL „ e ELSMCRE = : ; GLASSBORO £ p,,^.;-] L/.Mi..,i)r>. - O PITMAN - •} BARNSBORO > » MANTUA
•> WENONAH f i WOODBURY ; ; v/DODRiJHV HEIGHTS ;-, VJES7UILIE ; ; BHOOKIAWN n GLOUCESTER CITV Zi CAMDEN ;) PHUAOELPHIA
CUttoUtt lEIVICEi
PNttn Uif iJ^Kni i 1 i / M t tiOt PU Pagt i
Forservke probttins ptaaia call 31s.3B9.Ma7
CSM:', j«_W —aa-Q J
Pcnti's LaiKJins Flnt pickup WiOO ain, tati pickup i : ^ p m
£l7i ft Markat Sts Flm pickup w.os am, taa pkkup 5:JS pm
12th ft Mirkel Sts First pickup >0:07am, latt Pktvp S'J7 pm
i«th St & lohn F. Kmnady Blvd. f i rst pickup to to am. foif Pickup $:AOpin
iSth St ft The Banfamln Franklin Parkway fint pickup 10.(7 mn, lit^(ilckiip s.t? pm
33nd St ft The Banjamin FrenMIn Parkaray rifsl pickup 10:14 nt;, tort pickup 5:44 pm
33nd St ft Falrmount Av* First pickup tn:i7om, lea pickup ^ n j p m
FatrmouBt ft Pennsylvania Avas niit pickup in:i9 am, liKt pickup sui9 pm
Phttadalphla MuseitmofAn Rnt pickup IO:?.' em. Int." pickup 5:57 pm U M traittrcr vchlcli here IBI i layt •», 11, and » . Ftfll ttamfai wrja attii latt irarwhi ;:)o pm.
^ . 34th St ft GlrariJ Ave FInlpkkup rorjsfliit, last pickup s:3s pm
^ AveiKi* of Ihe Republic n m pickup 10:40 am, foif pitkup i:4as>m
: ^ 34th St ft GIrard Ave Fira pickup io:4v am. lost pickup i:4i pm
eaklnsOval first pkkup to:t6 am, Ian pitkup 5:56 pm
32nd St ft The BenMmln Franklin Parkway First pickup io:i8 iwi, loV pickup T'Sfl J""
iS lh St ft Thft Bcnlamtti Franklin Parkway Firit pickup 10:01 am, (ort pickup 6:02 pm
16th SI ft The Ben)amln Franklin Parkway First pickup 10--05 om, last pickup £.05 pm
a t t t ft Market Sts Firsit pickup !n:in am, lail pickup €no pm
6lh ft Market Sts Fint pickup lorijarrt, hs t pickup 6^3 put
and a Market Sts f l m pickup to:is am, last pickup 6:1s pm
Please sec next pas* for a list ol attractions along the Phlash route.
Rout* Includes a tranifer vehlde at Stop 9 for t h * Zoo and Please Touch Musetim titop« to, I t . and 13}- You must use tiansfer vehkle for these stops.
Transfer vehide operates every i ; minutes from Stop 9. rirst transfer 10:30 ant; last transfer 5:30 pm.
-fiAL Join the tour at any stop • Frequent Departures f rom Sth and Market Streets, Nor th East Corner
MAP KEY ^ m t t m t m t
© I l i t M t H *
f ^ Cwila^Snaa
« HMM
^ niHHClMvf
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PhiladeiphTa Trolley WorkS Route'Map4; Big Bus Double Decker and Trolley Sightseeing Tours ; . source: www.phillytour_.conypdf/BigBusMapv3.pdf
Call for Courtesy Shuttle Service nnrl tnlonnation
215-389-TOUR I8G871
Market East Associates. L.P. MARKETS City of Philadelphia
February 2013
APPENDIX B
Traffic Count Data
Pennoni Associates Inc. Consulting Engineers
3001 Market Street, 2nd Floor Philadelphia. PA 19104
Intersection: Market St & 8th St Day: Friday, October 19, 2012 Counter; Zack
File Name Site Code Start Date Page No
Market St and 8th St - Friday PM Peak 12341234 10/19/2012 1
Stan Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
Sth Street Southbound
Right 8
14 11 25 53
Thru 1 Left | 82 16 99 18 78 19 93 20
352 73
Peds 88
104 123 247 562
Groups Printed- Cars Marke! Street (SR 3008)
Westbound Right Thru Len| Peds
0 84 6 67 0 116 4 112 0 77 11 114 0 114 0 159 0 391 21 472
- Busses - Trucks Sth S&eet
Northbound Right 1
0 0 0 0 0
Thru 1 Left | 0 0 0 0 0 0 0 0 0 0
Peds 131 102 67
167 467
Market Street (SR 3008) Eastbound
Right ] 26 25 30 34
115
Thai 1 Left | 178 0 179 0 181 0
19 1 557 1
Peds 110 96
132 112 450
Int. Total 1 816 869 843 991
3519
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
11 14 10 13 48
94 98 91
127 410
14 18 18 13 63
233 150 141 153 677
0 0 0 0 0
139 150 112 126 527
0 1 8 1
10
205 1 161 ' 139 116 1 621 1
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
190 153 108 139 590
41 34 42 29
146
243 217 207 209 876
0 0 0 0 0
132 120 135 132 519
1302 1116 1011 1058 4487
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Toial
23 11 20 11 65
90 111 106 105 412
15 14 9 7
45
159 133 114 96
502
0 0 0 0 0
127 112 84 65
388
0 16 3 7
26
147 144 143 116 550
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
126 109 127 103 465
28 37 40 24
129
223 253 227 177 880
0 1 0 0 1
149 132 110 91
482
1087 1073 983 802
3945
06:00 PM ^ 06:15 PM • 06:30 PM ^ 06:45 PM
Toial
12 17 20 30 79
108 138 140 122 508
9 16 10 17 52
84 75 61 54
274
0 0 0 0 0
89 59 93 94
335
3 7 2 3
15
129 113
71 74
387
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
128 127 92 86
433
25 26 28 22
101
193 182 164 160 699
0 1 0 0 1
96 83 74 58
311
876 844 755 720
3195
07:00 PM 07:15 PM 07:30 PM 07:45 PM
T{«a!
12 17 16 12 57
127 122 120 103 472
16 15 18 11 60
63 33 37 49
182
0 0 0 0 0
96 118 81 53
348
0 1 0 2 3
121 52 49 49
271
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
79 64 86 66
295
33 26 26 28
113
142 139 130 147 558
0 0 0 0 0
79 36 83 69
267
768 623 646 589
2626
Grand Total Apprch %
Total % Cars
% Cars Busses
% Busses Toicks
% Trucks
307 6,2 1.7
292 95.1
11 3.6
4 1.3
2154 43,5 12.1
2082 96.7
58 2.7 14
0.6
293 5.9 1.6
271 92.5
18 6.1
4 1.4
2197 44.4 12,4
2197 100
0 0 0 0
0 0 0 0 0 0 0 0 0
1989 45.6 TI.2
1788 89.9 186 9.4 15
0.8
75 1.7 0.4 75
100 0 0 0 0
2301 52.7 12.9
2301 100
0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
2250 100
12,7 2250
100 0 0 0 0
604 9.7 3.4 585 96.9
4 0.7 15
2.5
3570 57.5 20.1 3256 91.2 259 7.3 55 1.5
3 0 0 1
33,3 2
66.7 0 0
2029 32,7 11.4
2028 100
0 0 1 0
17772
17126 96.4 538
3 108 0.6
fPennieni Uddociatedy Jnc 3001 Market Street, 2ncl Floor
Philadelphia, PA 19104
Intersection: Market St & Sth St Day: Friday, October 19, 2012 Cojnter:Zack
File Name Site Code Start Date Page No
Market St and Sth St - Friday PM Peak 12341234 10/19/2012
8Ih street Southbound
Market Street {SR 3008) Westbound
8lh Street Northbound
St£rt T ime | fl/ght | Thru | Lef l | Peds j to. toa ' Right j Thru | Left f Peds | ^tp. taw j Right j Thfti I Left | Peels | ^ . I M | Hlflht | Thru f Le f t ) f sds j «w, Tom 1 int Toiai PeaK Hour Analysis From 03:00 PM to 07:45 PM - Peak 1 of 1
Marttet Streel (SR 3008} Eastbound
Peat; Hour for Entire intersection Begins O': :00 PM O'^llSPM Oi:30 PM 0';;45 PM
ToleJ Volume % App. Total
PHF
11 94 14 233 14 98 IB 150 10 91 18 141 13 127 13 153 48 410 63 677
4 94.2 5,3 56.5 .857 -807 ,875 ,726
at 04:00 PM 352 280 260 306
1198
.851
0 0 0 0 0 0
.QQO
139 150 112 126 527 45.5 .878
0 1 8 1
10 0.9
.313
205 161 139 116 621 53.6 .7^7
344 312 259 243
1158
.842
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
190 153 108 139 590 100
.776
190 153 108 139 590
.776
41 34 42 29
146 9.5
.669
243 217 207 209 876 56.6 .901
0 0 0 0 0 0
.000
132 120 135 132 519 33.7 .961
416 371 384 370
1541
,926
1302 1116 1011 1058 4487
.862
asmreet Qui In Total
Ti98l 1198
4B| 4101 63! 6?71 15ght Thru Left Pe3s
* „- c
%^
r
Peak Hour Data
,^w^mt
Peak Hou Begirt at 04130 PM
Cars Busses Trudys
t s
^ i
J-1 I—I E
He IS
Lefl V m KgW Peds i 01 0 | 0] " M O I
S^cnnioni U^dodated, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & Sth Street Day: Saturday, October 20, 2012 Counter: Brian
File Name : Market St and Sth St - Saturday PM Peak Site Code : 00024342 Start Date : 10/20/2012 ^ Page No : 1
Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
Sth Street Southbound
Right 1 11 18 15 10 54
Thru Le(t 98 19
103 10 104 11 95 10
400 50
Peds 189 162 139 179 669
Groups Printed- Cars Market Street (SR 2004)
Westbound Right Thru Left Peds
0 91 1 98 0 83 1 78 0 100 6 115 0 85 0 97 0 359 8 388
Busses - Trucks Sth Street
Northbound Right Thru Lefl [
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Peds 129 142 155 130 556
Market Street (SR 2004) EastoourKf
Right 29 24 19 26 98
Thru Lefl 150 0 146 0 144 0 156 0 596 0
Peds 60 70 64 71
265
IFII, Total 875 837 872 859
3443
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
14 12 10 13 49
98 102 100 84
384
9 10 12 15 46
142 129 161 139 571
0 0 0 0 0
114 106 106 94
420
2 1 1 1 5
117 119 110 106 452
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
102 105 70 23
300
27 28 26 31
112
168 155 172 154 649
0 0 0 0 0
65 42 40 14
161
858 809 808 674
3149
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
12 15 11 18 56
99 97 87 98
381
20 14 15 18 67
167 138 87 93
485
0 0 0 0 0
91 129 113 104 437
1 4 2 4
11
120 85
110 65
380
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
93 92 73 82
340
16 31 24 27 98
144 146 161 145 596
0 0 0 0 0
31 54 30 35
150
794 805 713 689
3001
06:00 PM ^ 06:15 PM • 06:30 PM ^ 06:45 PM
Toial
7 9
14 19 49
116 104 158 121 499
17 9 9
11 46
90 68 61
122 341
0 0 0 0 0
64 86 91 72
313
0 0 0 2 2
R5 59 65 62
271
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
74 117 93 98
382
18 23 18 28 87
160 163 119 128 570
0 0 0 0 0
46 63 49 37
195
677 701 677 700
2755
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
11 10 10 7
33
111 142 137 90
480
14 20 16 14 64
58 38 48 59
203
0 0 0 0 0
87 69 69 84
349
0 3 1 0 4
53 35 18 44
150
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
83 70 48 70
271
23 25 22 34
104
132 125 112 151 520
0 0 0 0 0
66 28 32 46
1/2
638 585 533 599
2355
Grand Total Apprch "/a
Total % Gars
%Cars Busses
% Busses Trucks
% Trucks
246 5
1.7 242
98.4 3
1.2 1
0 4
2144 43,5 14.6
2108 98.3
34 1.6
2 0.1
273 5.5 1.9
264 96.7
9 3.3
0 0
2269 46
15.4 2269
100 0 0 0 0
0 0 0 0 0 0 0 0 0
1878 52.9 12.8 1726 91.9 147 7.8
5 0-3
30 0,8 0.2 30
100 0 0 0 0
1641 46.2 11.2
1641 100
0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1849 100 12.6
1849 100
0 0 0 0
499 11.4 3.4
496 99,4
3 0.6
0 0
2931 67
19,9 2780 94.8 144 4.9
7 0,2
0 0 0 0 0 0 0 0 0
943 21.6
6.4 943 100
0 0 0 0
14703
14348 97.6 340 2.3 15
0.1
S^ennuuti (h^eaatcd, Jnc 3001 Market Streel, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & Sth Street Day: Saturday, October 20, 2012 Counter: Brian
File Name Site Code Start Date Page No
Market St and Sth St - Saturday PM Peak 00024342 10/20/2012 2
8th Sireet Southbound
Market Street (SR 2004) Westbound
Sth Streel Northbound
Market Street (SR 2004) Eastbound
Start Time | Rlgtit | Thm | Left | Peds | AOP Ttmj Righl I Thm ) Left | Peds | <CTUT.UI Right I Thruj Left [ Peds | wiTota Right I Thru | Left | Peite] <icio»» Peak Hour Analysis From 03:00 PM to 07:45 PM - Peak 1 ol 1 PeaV, Hour for Entire Intersection Begins at 03:00 PM
05:00 PM
05:15 PM 03:30 PM
03:45 PM TolBl Volume % App, Tola!
PHF
11
18 15
10 54 4.6
.750
98 103 104
95 400 34,1 ,962
19
10 11
10 50 4.3
.658
189 162 139
179 669
57 .885
317 293 269
294 1173
.925
0 0 0 0
0 0
.000
91 83
100
85 359 47,5 .896
1
1 6 0
8 1.1
.333
98 78
115
97 388 51.4 .843
190 162 221 182 755
.854
0 0 0
0 0 0
.000
0 0 0
0 0 0
.000
0 0 0
0 0 0
.000
129 142 155
130 556 100
.697
129 142 155
130 556
.897
29 24 19
26 98
10.2 .845
150
146 144 156 596 62.1 ,955
0 0 0 0 0 0
.000
60
70 64 71
265 27.6 .W3
239 240 227 253 959
,948
875 837 872
859 3443
.984
Shi^eel Out In Total
1173] I 11731
p a ] 4011 501 _668' RIgtt T\vu Left Peds Rort Tmj Left
150 | o :
i-f
Peak Hour Data
t
n. Peak Hour Begins at 03 Oil P M
Cars Busses Trucks
1Ui
H I ?
E
^ T r^ le f t Thm Riqit Peds
01 0 | 01 5561
Out Tf; Total 062^
9*emuoni Q^dodate^^ Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & 9th Street Day: Friday, October 19, 2012 Counter: Endri
File Name : Market St and 9th St - Friday PM Peak Site Code : 00056885 Start Date : 10/19/2012 Page No : 1
Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Toial
91h Streel Southbound
Right 0 0 0 0 0
Thru Left 0 0 0 0 0 0 0 0 0 0
Peds 81
155 94 90
420
Groups Printed- Cars Mart<et Street (SR 2004)
Westbound Right Thnj Lefl Peds
23 83 1 60 8 80 0 61
16 85 0 55 11 105 0 57 58 353 1 233
- Busses - Trucks 9th Street
Northbound Right
23 24 28 24 99
Thru Left ] 83 14 83 13
103 23 81 16
350 66
Peds 61 84 94 66
305
Market Street (SR 2004) Eastbound
Right Thru 1 Lett | Peds 0 177 0 57 1 162 0 96 1 179 1 104 0 200 0 111 2 718 1 368
Int. Total 663 767 783 761
2974
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
93 95
131 104 423
19 10 10 12 51
133 97
112 114 456
0 0 0 0 0
81 69 67 90
307
42 31 34 24
131
97 88 80 63
328
17 19 21 14 71
82 61
112 84
339
0 0 0 1 1
216 220 207 199 842
0 1 0 2 3
156 133 147 166 602
936 824 921 873
3554
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
82 60 47
101 290
8 17 11 17 53
104 115 81 95
395
0 0 0 0 0
82 53 35 54
224
22 30 14 12 78
90 94 55 78
317
18 12 11 18 59
65 50 40 79
234
0 0 1 0 1
207 207 156 163 733
0 0 2 0 2
130 92 70
106 398
808 730 523 723
2784
06:00 PM ^ 06:15 PM P 06:30 PM ^ 06:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
66 96 63
118 345
12 8 8
15 43
110 91
108 124 433
0 0 1 0 1
44 4? 42 52
180
12 19 11 19 61
68 66 60 56
250
16 10 16 10 52
53 80 65 77
275
0 0 0 2 2
164 195 152 169 680
1 0 0 0 1
58 62 27 58
205
606 669 553 700
2528
07:00 PM 07:15 PM 07:30 PM
Grand Total Apprch %
Total % Cars
% Cars Busses
% Busses Tmcks
7o Trucks
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
85 71 96
1730 100 12.8 1730 100
0 0 0 0
11 11 6
233 7.2 1.7
226 97 4
1.7 3
1.3
135 108 83
1963 60.7 14.5 1698 86.5 250 12.7
15 0,8
0 4 0 6
0.2 0 6
100 0 0 0 0
28 37 23
1032 31.9 7.6
1032 100
0 0 0 0
25 9
12 415 12.1 3,1
409 98.6
2 0,5
4 1
49 52 62
1408 40.9 10,4 1369 97.2
29 2.1 10 0.7
10 10 8
276 8 2
274 99,3
0 0 2
0.7
77 50 61
1341 39
9.9 1341 100
0 0 0 0
0 0 0 6
0.1 0 6
100 0 0 0 0
131 146 133
3383 66.4 25.1 3140 92.8 226 6.7 17
0.5
1 5 0
13 0.3 0,1 13
100 0 0 0 0
49 34 37
1693 33.2 12.5 1692 99.9
1 0.1
0 0
601 537 521
13499
12936 95.8 512 3.8 51
0.4
J^enniem (h^adated, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & 9th Street Day: Friday, October 19, 2012 Counter: Endri
File Name Site Code Start Date Page No
Market St and 9th St - Friday PM Peak 00056885 10/19/2012 2
9th Street Southbound
Market Street (SR 2004J Westbound
Sth Street Nor thbound
Market Street (SR 2004) Eastbound
StaTtT ime | Right | Thrv | Lett | Peds | Aai TOU. | Right | Thru | Left | Peds | *WTPW I Rig^it | Thm I Lefl | Peds | ACQ T«M | Right 1 Thm j Left | Peds | ACTLIOM | utro ia i ' Peak Hour Analysis Frorr 03:00 PM to 07:30 PM - Peak 1 of 1 Peal< Hour for Entire Intersection Begins al 04:00 PM
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Tola! VoJuTie % App, Toial
PHF
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
93 95
131 104 423 100
.807
93 95
131 104 423
.807
19 10 10 12 51 6.3
,671
133 97
112 114 456
56 .857
0 0 0 0 0 0
.000
81 69 67 »
307 37.7 ,853
233 176 189 216 814
,873
42 31 34 24
131 15,1 .780
97 88 80 63
328 37.7 .845
17 19 21 14 71 8.2
.845
82 61
112 84
339 3S
.757
238 199 247 185 369
.880
0 0 0 1 1
0,1 ,250
216 220 207 199 842 58.1 .957
0 1 D 2 3
0.2 .375
156 133 147 166 602 41.6 .907
372 354 354 368
1448
.973
93G 824 921 873
3554
,949
gthtJireel Oul In Toial
4 ^ sm
61 _ ol 01 ^ flighl Thni E^fi ?eds Righl Thru
S O n. I
Peak Hour Data
InBi
P e * Hour Begins at 04:00 PM
Cas Busses Trucks
H
4ri
,?i
-J 2
^ L ^
1 711
T ^ Thm Riqhl
32^1 131 Peds
3391 1 1
1 1 OU
J 1 ,869! LB70J In Total
a^'street
J^emUeni (Ls6odatc6f Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & 9th Street Day; Saturday, October 20, 2012 Counter: John
File Name Site Code Start Date Page No
Market St and 9th St - Saturday PM Peak 22222222 10/20/2012 1
Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
9th Streel Southbound
Right 0 0 0 0 0
Thru 1 Left 0 0 0 0 0 0 0 0 0 0
Peds 326 395 271 403
1395
Groups Printed- Cars Market Sireet (SR 2004)
Westbound Right 1 Ttvu Uft Peds
10 108 0 40 16 97 0 85 21 129 0 66 15 103 0 71 62 437 0 262
Busses - Trucks 9th Stt-eet
Northbound Right 1
20 16 22 14 72
Thru 1 Left | 42 13 63 16 57 20 72 10
234 59
Peds 181 153 188 196 718
ME^et Street (SR 2004) Eastbound
Right 0 0 0 0 0
Thru 1 Left | 154 1 165 4 161 1 172 2 652 8
Peds 111 109 74
107 401
Int. Total [ 1006 1119 1010 1165 4300
04,00 PM 04:15 PM 04:30 PW 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
371 301 346 281
1299
22 12 19 12 65
128 122 133 111 494
0 0 0 0 0
64 108 95 45
312
26 20 35 29
110
65 65
116 94
340
21 8
22 9
60
175 171 163 155 664
0 0 0 0 0
200 198 180 177 755
0 0 0 0 0
124 217 151 53
545
1196 1222 1260 966
4644
05:00 PM 05:15 PU 05:30 PW 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
230 204 211 172 817
13 20
8 7
48
89 145 114 104 452
5 0 0 0 5
34 37 35 48
155
21 18 20 15 74
53 53 48 35
189
18 14 10 10 52
74 108 108 86
376
0 0 0 0 0
128 166 175 130 599
1 0 1 0 2
57 53 65 52
227
723 818 796 659
2996
06:00 PM ^ 06:15 PM • 06:30 PM ^ 06:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
189 185 170 186 730
7 19 12 12 50
67 88 76 92
323
0 0 0 0 0
6? 64 31 38
195
13 16 7
19 55
61 50 32 49
192
14 18 10 7
49
123 115 94
129 461
0 0 0 0 0
146 163 132 150 591
1 0 3 0 4
54 54 34 46
188
737 772 601 728
2838
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
136 103 136 125 500
13 11 11 7
42
107 75 78 69
329
0 0 0 0 0
32 22 19 29
102
25 30 16 23 94
59 66 59 45
229
15 6
12 8
41
72 57 55 83
267
1 0 0 0 1
126 134 132 171 563
0 0 0 0 0
31 54 21 11
117
617 558 539 571
2285
Grand Total Apprch %
Total % Cars
% Cetrs Busses
% Busses Imcks
% Trucks
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
4741 100
27.8 4741
100 0 0 0 0
287 8
1.6 261
97.8 5
1.9 1
0.4
2035 61.1 11.9
1912 94
121 5.9
2 0.1
5 0.2
0 5
100 0 0 0 0
1026 30.8
6 1026
100 0 0 0 0
405 9.3 2,4 402 99,3
1 0,2
2 0.5
1184 27.3 6,9
1167 98,6
16 1.4
1 0.1
261 6
1.5 261 100
0 0 0 0
2486 57,3 14.6
2486 100
0 0 0 0
1 0 0 1
100 0 0 0 0
3160 67.9 18.5
3043 96.3 116 3.7
1 0
14 0.3 0,1 14
100 0 0 0 0
1478 31.8
8.7 1478 100
0 0 0 0
17063
18797 98.4 259 1.5
7 0
J^enniani dddodate^, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Market Street & 9th Street Day: Saturday, October 20,2012 Counter: John
File Name Site Code Start Date Page No
Market St and 9th St - Saturday PM Peak 22222222 10/20/2012 2
9th street Southbound
Market Street (SR 2004)
WestbDund Start T ime I Right | Thm | Lett | Peds | A,,. Taa | Righl | Thm | Lefl | Pods I *«> TM^ I Right I Thru | Left | Peds [ «wi toa | Right | Thru | Left I Peds | i ^ iau i \ intToiai
Peal; Hour Analysis From 03:00 PM lo 07:45 PM - Peak 1 cA 1
9th Street Northbound
Market Street (SR 2004) Eastbound
Peak Hour for Entire Intersection Begins at 03:45 PM 03:45 PM 0*-:OOPM 0^:15 PM 0^:30 PM
Totj.l Volume % App. Tola!
PHF
0 0 0 0 0 0
,000
0 0 0 0 0 0
-000
0 403 403 0 371 371 0 301 301 0 346 346 0 1421 1421 0 100
,000 .882 .882
15 Z2 12 19 68 7.6
,773
103 128 122 133 486 54.5 .914
0 0 0 0 0 0
.000
71 64
108 95
338 37.9 .782
189 214 242 247 892
,903
14 26 20 35 95 8,1
.679
72 65 65
116 318
27 .685
10 21
8 22 61 5.2
.693
196 175 171 163 705 598 .899
292 287 264 336
1179
,877
0 0 0 0 0 0
.000
172 200 198 180 750 55-5 .938
2 0 0 0 2
0.1 550
107 124 217 151 599 44,3 .690
281 324 415 331
1351
814
1165 1196 1222 1260 4843
,961
~s
oo
ei—l
5 ,
E
9(h aireet . Out In ToUl
r~wi p r ^ I i569|
01 o| 0| I - K T I 'ftgW V t u Left P e ^
u
Peak Hour Data
Peak Hour Begins at 03:45 PM
Cars Busses Trucks
^ T r Lett Tlni Righl Pads
I 611 3iBl 95i 7051
^ I 1179i [ 1179| Oul In Total
.21l£l2Sl
t ^
^ i ^£
Loc3tion:Philladelphia, Pa Intersection: Chestnut St/ 8th St Date: Friday, October 19, 2012 Counter: RZ
9emuom CUdcdated, Jnc 3001 Market Street, 2nd Floor
Philadelphia. PA 19104
File Name : Chestnut St and Sth St - Friday PM Peak (EB & SB) Site Code : 00000000 Start Date : 10/19/2012 Page No : 1
Start Time 0C:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
STH ST Froth North
Ricjht 0 0 0 0 0
Thm 1 Left 1 Peds 98 27 76 92 22 69 77 24 78
102 24 74 369 97 297
ApC TcW
201 183 179 200 763
Groups Printed- Cars CHESTNUT ST
From East Riflht 1 Thru 1 Left | Peds
0 0 0 100 0 0 0 106 0 0 0 151 0 0 0 118 0 0 0 475
100 106 151 118 475
- Busses - Trucks STH ST
From South ^igM^
0 0 0 0 0
Thm 1 Left I Peds 0 0 55 0 0 53 0 0 73 0 0 46 0 0 227
Ani Tgul
55 53 73 46
227
CHESTNUT ST From West
Riflht 1 Thm 1 Left Peds 22 96 0 100 27 112 0 85 25 100 0 86 42 92 0 84
116 400 0 355
ApO TjlM
218 224 211 218 871
Inc ToUl 1 574 566 614 582
2336
04:00 PM W :15 P M Oi :30 P M 04:45 P M
Total
0 113 0 102 0 112 0 120 0 447
24 20 22 41
107
83 77 71 89
320
220 199 205 250 874
0 0 0 0 0
0 0 0 0 0
0 129 0 120 0 135 0 111 0 495
129 120 135 111 495
0 0 0 0 0
0 0 0 0 0
0 0 0 n 0
57 51 60 64
232
57 51 60 ! 64
232
31 25 29 17
102
86 107 102 73
358
0 0 0 0 0
62 93 98
106 379
199 225 229 196 849
605 595 629 621
2450
06:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 105 0 150 0 113 0 92 0 460
21 20 16 18 75
103 113
52 35
303
229 283 181 145 838
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
134 69 48 14
265
134 69 48 14
265
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
85 60 15 9
169
85 60 15 9
169
39 17 21 15 92
105 132 99 78
414
0 0 0 0 0
136 82 72 40
330
280 231 192 133 836
728 643 436 301
2108
06:00 PM 06:15 PM 06:30 PM 36:45 PM
Total
0 0 0 0 0
114 125 135 130 504
23 26 19 25 93
58 53 51 65 27
195 204 205 220 824
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
69 66 59 54
248
69 66 59 M
248
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
19 24 28 46
117
19 24 28 46
117
17 22 28 20 87
80 61 69 87
297
0 0 0 0 0
42 80 58 60
240
139 163 155 167 624
422 457 447 487
1813
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 121 0 132 0 129 0 102 0 484
20 22 24 26 92
65 73 57 45
240
206 227 210 173 816
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
56 37 64 39
196
56 37 64 39
196
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
18 26 32 42
l i e
18 26 32 42
118
17 20 26 16 79
90 82 87 87
346
0 0 0 0 0
45 51 41 25
162
152 153 154 128 587
432 443 460 382
1717
Grarrt Tdal Apprch %
Total % Cars
%Cars Busses
% Busses Trucks
% Trucks
0 0 0 0 0 0 0 0 0
2264 55
21.7 2201 97.2
63 28
0 0
464 11,3 4.5 464 100
0 0 0 0
1387 33.7 13.3 1387 100
0 0 0 0
4115
39.5 4052 98.5
63 1.5
0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 n 0 0 0 0
1679 100
161 1679 100
0 0 0 0
1679
16.1 1679 100
0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
863 100 8 3 863 100
0 0 0 0
863
8 3 863 100
0 0 0 0
476 12.6 4,6
476 ino
0 0 0 0
1325 48,4 17,5 1721 94 3 103 5,6
1 0.1
0 0 0 0 0 0 0 0 0
1466 38.9 14.1 1466 100
0 0 0 0
3767
36.1 3563 97.2
10424
10257 98,4
1031 166 2,7
1 0
1,6 1 0
Location:Philladelphia, Pa Intersection: Chestnut St/ 8th St Date: Friday, Octotier 19, 2012 Counter: RZ
ff^ennanl CUdcdateA, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
File Name Site Code Start Date Page No
Chestnut St and 8th St - Friday PM Peak (EB & SB) 00000000 10/19/2012 2
8THST From North
CHESTNUT ST From East
Start T ime I Right I Thm 1 Left | Peds | AWTOIM I Right | Thm | Lef l | Peds | App. Tnu Right I Thm I Left I Peds | ^^ -^^ "RJotit I Thm I Left I Peds | j « TCM I mt Tout Peal; Hour Analysis From 03:00 PM to 07:45 PM - Peak 1 of 1
BTH ST From South
CHESTNUT ST From West
Peak Hour for Entire Intersection Begins 0^^:30 PM 04:45 PM 05:00 PM 05:15 PM
TolaJ Volume % App, Total
PHF
0 112 22 71 0 120 41 89 0 105 21 103 0 150 20 113 0 487 104 376 0 SD,4 10.8 38.9
.000 .612 .634 .832
at 04:30 PM 205 250 229 283 967
.854
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
135 111 134
69 449 100
,831
135 111 134 69
449
831
0 0 0 0 0 0
.000
0 0 0 0 0 0
,000
0 0 0 0 0 0
.000
60 64 85 60
269 100
,791
60 64 85 RO
269
791
29 17 39 17
102 10.9 ,654
102 73
105 132 412
44 .760
0 0 0 0 0 0
,000
98 106 136
62 422 45.1 .776
229 196 280 231 936
,836
629 621 728 643
2621
.900
STH ST Otfl ^ In
m I S671 9671
I Ol 4871 1041 3761 Right Thru Lefl Peds
4J J U
S ,-
UJ5 1 0
% ^
I
Peak Hour Data
T Mortti
Peak Hour Begins at 04 30 Pi)
Cars Busses Tnicfcs
j rs
n ,s
Left 1 Ol
Tfinr r
Raht 0
.Efids 2691
1 1 1 589
Out L In
S!JB| CltS\
"TMRT
iPemUani Chdodatedf Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut St & Sth Street Day: Saturday, October 20, 2012 Counter; Zack
File Name Site Code Start Date Page No
Chestnut St and 8th St - Saturday PM Peak 00006767 10/20/2012 1
Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
8th street Southbound
Right 1 0 0 0 0 0
Thruj Lef t f 123 6 92 34 88 19 94 18
397 77
Peds 78 97 30 43
248
Groups Printed- Cars Chestnut Streel (SR 3008)
Westbound Righl 1 Thnj j Left j Peds
0 0 0 78 0 0 0 67 0 0 0 63 0 0 0 78 0 0 0 286
Busses -Trucks Sth Street
Northbound Right 1
0 0 0 0 0
Thru Left 0 0 0 0 0 0 0 0 0 0
Peds 57 57 49 78
241
Chestnut Street (SR 3008) Eastbound
Right Thnj | Lett | Peds 15 76 0 40 27 61 0 39
7 82 0 42 18 70 0 70 67 289 0 191
Int. Total 1 473 474 380 469
1796
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
0 0 0 0 0
85 89
102 90
366
24 24 17 39
104
48 70 81 68
267
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
40 88 71 86
285
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
58 62
100 73
293
IS 8
20 7
53
83 71 87 73
314
0 0 0 0 0
47 39 63 35
184
403 451 541 471
1866
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
89 95 91
102 377
27 21 16 30 94
62 61 61 39
223
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
91 63 ?9 67
250
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
47 38 50 27
182
19 11 12 18 60
73 78 65 83
299
0 0 0 0 0
59 36 31 30
156
467 403 355 396
1621
06:00 PM ^ 06:15 PM • 06:30 PM " 06:45 PM
Total
0 0 0 0 0
103 106 132 114 455
30 32 23 36
121
43 53 52 32
180
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
69 72 87 61
289
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
35 40 55 61
191
19 20 14 17 70
68 59 68 72
267
0 0 0 0 0 1
31 38 56 35. 160
398 420 487 428 1733
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 0 0 0 0
111 123 123 98
455
35 32 33 33
133
63 50 33 39
185
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
59 60 64 47
230
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
57 57 60 34
208
17 27 30 24 98
62 102 85 71
320
0 0 0 0 0
35 25 19 15 94
439 476 447 361
1723
C5rand Total Apprch %
Total % Cars
%Cars Busses
% Busses Tnjcks
% Tmcks
0 0 0 0 0 0 0 0 0
2050 55.7 23.5 1986 96,9
21 1
43 2.1
529 14.4 6.1 519
98.1 0 0
10 1.9
1103 30
12.6 1102 99.9
0 0 1
O I
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1340 100
15.3 1340 100
0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1095 100 12.5
1095 100
0 0 0 0
348 13.3
4 346 99.4
1 0.3
1 0.3
1489 56.8
17 1421 95.4
44 3
24 1.6
0 0 0 0 0 0 0 0 0
785 29.9
9 785 100
0 0 0 0
8739
8594 98.3
66 0.8 79
0.9
J^enniom (hdodatcd, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut St & 8th Street Day: Saturday, October 20, 2012 Counter: Zack
File Name : Chestnut St and Sth St - Saturday PM Peak Site Code : 00006767 Start Date : 10/20/2012 Page No : 2
Chestnut Street (SR 3008) Eastbound
St^Time
Sth Sireet Southbound
Right I Thru | Left | Peds j i ^ lan
Chestnut Street (SR 3008) Westtxjund
'eak Hour Analysis From 03:00 PM to 07:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
Right I Thm | Left fpeds | *a. T^.
Sth Street Northbound
Jlight f Thru | Lett | Peds | AB. TM RighTI Thru | Lefl | Peds | «c TM7
04:15 PM 04:30 PM 04:45 PM 05:00 PM
Toial Volume % App. Tola'
PHF
0 0 0 0 0 0
,000
89 102 90 89
370 48.8 .907
24 17 39 27
107 14.1 .686
70 B l 68 62
281 37.1 .867
183 200 197
178 758
.948
0 0 0 0 0 0
,000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
88 71 86 81
336 100
.923
88 71 8f i 91
336
,923
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
62 100 73 47
282 100 .705
62 100 73 47
282
.705
8 20
7 19 54 9.7
,675
71 87 73 73
304 54,9 .874
0 0 0 0 0 0
,000
39 63 35 59
196 35.4 ,778
118 170 115 151 554
,815
451 541 471 467
1930
.892
Out 1 t
Htnsireei In
1 758| 1 Toial
758|
1 1 1 0
ftght' 3701 107
Thru Lfitl 281
Peds
i ^
5-i3 %^
SB
Peak Hour Data
North
n . •^3c 'Hou Begins at 04:15 PM
Gars Busses Trudts
t j \ \
•^r .
1—
^ S =
-
.* I
-k —
- . SI
1 s
^ T r* Left Thnj Righl Peds
I Ol Ol Ol 2821
282^ "^61 OU tn Total
f"^ Street
J^ennieni Q^^odatcct, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut Street & 9th Stre Day: Friday, October19, 2012 Counter: Florence
File Name ; Not Named 3 Site Code : 00003332 Start Date : 10/19/2012 Page No : 1
Start Time 03:00 PM 03:15 PM
-. 03:30 PM 03:45 PM
Tola!
9th Street Southtxiund
Righl 1 0 0 0 0 0
Thru 1 Left 0 0 0 0 0 0 0 0 0 0
Peds 97
127 143 110 477
Groups Printed- Cars Chestnut Street (SR 3008)
Wesitwund Right Thru | Left | Peds
0 0 0 64 0 0 0 75 0 0 0 58 0 0 0 51 0 0 0 248
- Busses -Trucks 9th Street
Northbound Righl 1
29 41 44 44
158
Thru Lett 89 0
108 0 115 0 92 0
404 0
Peds 71 83
108 61
323
Chestnut Street (SR 3008) Eastbound
Right] 0 0 0 0 0
Thm 1 Lett | 92 30 91 18 86 38 94 30
363 116
Peds 65 61 77 72
295
Int. Total 1 537 624 669 554
2384
04:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
169 110 138 130 547
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
61 113 68 73
315
33 44 28 27
132
115 100 103 92
410
0 0 0 0 0
88 73 69 71
301
0 0 0 0 0
87 92 91 75
345
27 26 22 15 90
90 61 92 64
307
670 619 611 547
2447
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
159 93
106 110 468
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
69 43 50 41
203
48 43 23 30
144
110 111 86 90
397
0 0 0 0 0
64 75 54 76
269
0 0 0 0 0
90 95 94 66
345
28 21 18 14 81
56 53 69 45
223
624 534 500 472
2130
06:00 PM ^ 06:15 PM • 06:30 PM W 06:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
83 67 62 74
286
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
25 3? 22 26
105
23 23 30 38
114
70 95 77 74
316
0 0 0 0 0
29 23 27 43
122
0 0 0 0 0
77 64 72 64
277
18 17 10 8
53
46 26 21 32
125
371 347 321 3 ^
1398
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
86 60 59 53
258
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
30 35 24 15
104
25 27 30 17 99
68 73 84 67
272
0 0 0 0 0
45 57 42 32
176
0 0 0 0 0
82 69 76 78
305
11 10 13 14 48
20 36 24 25
105
367 367 332 301
1367
Grand Total Apprch %
Total % Cars
%Cars Busses
% Busses Tmcks
% Tnjcks
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
2036 100
20.9 2 0 ^
100 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
n 0
975 100
10 975 100
0 0 0 0
647 17.8 6,7 646
99.8 0 0 1
0.2
1799 49.5 18.5
1795 99.8
2 0.1
2 0,1
0 0 0 0 0 0 0 0 0
1191 32.7 12,2 1191 100
0 0 0 0
0 0 0 0 0 0 0 0 0
1635 53.1 16.8 1623 99.3
12 0.7
0 0
368 12,6
4 388 100
0 0 0 0
1055 34.3 10.8 1055 100
0 0 0 0
9726
9709 99.8
14 0.1
a 0
J^enniem Uddedate^, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut Street & Sth Stre Day: Friday, October 19, 2012 Counter: Florence
File Name : Not Named 3 Site Code : 00003332 Start Date : 10/19/2012 Page No : 2
9th Streel Southbound
Chestnut Street {SR 3008) Westbound
Start Tinne ( Right ( Thm I Lett | Peds | *H,.TM | fliahl f Thm [ Left | Pads | ,to.^^a\ Right [ Thru T~Le"fr| Pads'} «tttToM j Riglit ( Thm | Left j Peds j ««• la , | im. T(MI Pcali Hour Analysis From 03:00 PM to 07:45 PM - Peak 1 ol 1
9lh Sireet Northbound
Chestnut Street (SR 3008) Eastbound
Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 03:30 PM 03:45 PM
04:00 PM
Total Volume % App, Total
PHF
0 0 0 127 127
0 0 0 143 143 0 0 0 110 110 0 0 0 I M 1 » 0 0 0 549 549 0 0 0 100
.000 .000 ,000 .812 .812
0
0 0 0 0 0
.000
0
0 0 0 0 0
.000
0 0 0 0 0 0
.000
75 58 51
61 245 100
,817
75 58
51 61
245
.817
41 44 44
33 162 17.4 .920
108
115 92
115
430 4£.l .935
0
0 0 0 0 0
,000
83 108
61 88
340 36.5 .787
232 267 197
236 932
.873
0 0 0 0
0 0
.000
91 86 94 87
358 45.3 .952
18 38
30 27
113 14.3 .743
81 77
72 fiO
320 40.5 ,889
190 201 196 204 791
.969
624
669 554
670 2517
.939
9(hyireet Out In Toial
CM] r^isi n s ^
Thru Riohf Tt¥i 01 5491
Peds
go n-
Peak Hour Data
North
"Peak How Begins gi 0315 PM
Cars Busses Trucks
* 1 r -
4rs
o§
1^
^ T r* Left Thru Rioht 1 01 4301 162
Peds 3401
1 1 1
1 Ol 1 9321 1 932] OU In Total
'Sireet
J^emtiem Q^^odate^y Jnc 3001 Market Streel, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut Street & 9th St Day: Saturday, October 20, 2012 Counter: Drew
File Name Site Code Start Date Page No
Chestnut St and 9th St - Saturday PM Peak 44444444 10/20/2012 1
Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
9th Street Southbound
Righl 0 0 0 0 0
Ttwu 1 Left 0 0 0 0 0 0 0 0 0 0
Peds 36 42 48 59
165
Groups Printed- Cars Chestnut Street (SR 3008)
Westbound Right' Thm Lett 1 Peds
0 0 0 78 0 0 0 99 0 0 0 77 0 0 0 79 0 0 0 333
Busses - Trucks 9th Street
Northbound Right
20 21 11 22 74
Thru Left j 56 0 63 0 82 0 78 0
279 0
Peds 33 35 26 25
119
Chestnut Street (SR 3008) Eastbound
Right Thru Left Peds 0 79 15 66 0 74 11 83 0 75 15 64 0 65 n 77 0 293 52 290
Int. Total 383 428 398 416
1625
04:00 PM 04:15 PM
, 04:30 PM 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
33 91 61 31
216
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
65 87 97 98
347
27 16 30 21 94
72 75
139 100 386
0 0 0 0 0
27 59 84 21
191
0 0 0 0 0
77 69 72 77
295
16 17 10 22 65
86i 67 ; 85 54
292 1
403 481 578 424
1886
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
45 34 29 33
141
0 0 0 0 0
0 Q 0 0 0
0 0 0 0 0
97 66 48 64
275
19 18 23 23 83
81 60 68 56
265
0 0 0 0 0
21 20 23 17 81
0 0 0 0 0
80 73 56 71
280
11 12 15 12 50
75 51 68 49
243
429 334 330 325
1418
06:00 PM 06:15 PM 06:30 PM 06:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
21 42 17 16 96
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
77 78 67 69
291
19 21 20 28 88
72 69 49 56
246
0 0 0 0 0
30 23 15 27 95
0 0 0 0 0
63 71 58 61
253
8 14 8 6
36
55 53 36 52
196
345 371 270 315
1301
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
17 14 18 12 61
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
86 76 47 49
258
27 32 32 19
110
82 98 79 71
330
0 0 0 0 0
19 26 24
9 76
0 0 0 0 0
56 100 85 77
319
17 13 8
10 48
47 51 45 40
183
351 410 339 287
1387
Grand Total Afprch %
Toial % Cars
%Cars Busses
% Busses Trucks
% Trucks
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
699 IW) 9.2
699 100
0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1504 100 19.7 1504
100 0 0 0 0
449 17.8
5.9 449 100
0 0 0 0
1506 59.8 19.8 1485 98.6
17 1.1
4 0.3
0 0 0 0 0 0 0 0 0
564 22.4
7.4 564 100
0 0 0 0
0 0 0 0 0 0 0 0 0
1440 49.7 18.9 1415 98,3
24 1.7
1 0,1
251 8.7 3.3 249
99.2 0 0 2
0.8
1204 41.6 15,8 1204
100 0 0 0 0
7617
7569 99.4
41 0.5
7 0.1
J^emtmni (Ls6odate5, Jnc 3001 Market Street, 2nd Floor
Philadelphia, PA 19104
Intersection: Chestnut Street & 9th St Day: Saturday, October 20, 2012 Counter: Drew
File Name Site Code Start Date Page No
Chestnut St and 9th St - Saturday PM Peak 44444444 10/20/2012 2
Start T ime Peak Hour A
9 th Street
Southbound Right 1 Thru | Left ] Peds | n a j ^
la lysis From 03:00 PM to 07:45 P^
Chestnut Sireet (SR 3008) Westtxaurxj
Right 1 Thru | Lett | Peds | i ^ T-^I n - Peak 1 of 1
9th Street Northbound
Right 1 Thru | Left | Peds | no, TOB
Chestnut Street (SR 3008) Eastbound
Right 1 Thm \ Left | Peds | »» Taa IM. Total I
Peak Hourfor Entire Intersection Begins al 04:15 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM
Tot^ Vckjme % App, Toial
PHF
0 0 0 0 0 0
.000
0 0 0 0 0 0
,000
0 0 0 0 0 0
.000
91 61 31 45
228 100
.626
SI 61 31 45
228
.626
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
0 0 0 0 0 0
.000
87 97 98 97
379 100
.967
87 97 98 97
379
,967
16 30 21 19 86
12,9 .717
75 139 100 81
395 59,3 .710
0 0 0 0 0 0
.000
59 84 21 21
185 27.8 ,551
150 253 142 121 666
.658
0 0 0 0 0 0
.000
69 72 77 80
298 46.6 ,931
17 10 22 11 60 S.4
.682
67
as 54 75
281 44
.826
153 167 153 166 639
.957
481 578 424 429
1912
.827
SUnUtree! OU h TotaJ 4551 I 2281 ? ^
01 Q| 01 2281 Riohl ThTi Lett Pads
i ^
Peak Hour Data RJT
U
1 Prak H(w Begins at 04:15 IPM
Cars Busses Trudts
-t I 3-
C
a
a-
0 3
Leti Tl»u Righl Peds ^ 5 1 86| 1851
m\ I—Ol r -m Out ^ n
91^ Street
6661 Total
ication:Philadelphia, PA lntersection:Chestnut St/7th Sireet Date:Friday, January 11, 2013 Counterpb/rz
Tri-State Traffic Data, Inc, www.TSTData.com
File Name Site Code Start Date Page No
BW0111-1 00000000 1/11/2013 1
Start Time 03:00 PM 03:15 PM 03:.30 PM 03:45 PM
Total
TTH STRKtT Southboiirri
Riph! 0 0 0 0 0
Thru 1 Ufl 1 Peds 0 0 102 0 0 99 0 0 117 0 0 105 0 0 423
App, tDm
102 99
117 105 423
Groups Printed- Cara - Hcaw Vehicles - Buses a lESTNUT STREET
Westbound Riphi 1 Thm 1 L«fl Peds | Are tm
0 0 0 57 57 0 0 0 74 74 0 0 0 82 82 0 0 0 64 64 0 0 0 277 277
7TII STREET Northbound
Rif*( 1 Tlinj 1 Lefl 1 Peds 27 111 0 60 37 133 0 331 49 126 0 279 30 112 3 92
143 482 3 662
A I T TDUI
198 401 454 237
1290
CHESTNUT STREET Eastbound
Righl Thru i I.efl | Peds 0 89 44 58 0 69 43 130 0 87 29 75 6 92 38 79 6 337 154 342
*»f.T.ta
191 242 191 215 839
UToul 1 548 816 844 621
2829
O.l;00PM 04:15 PM 01:30 PM 04;45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 f1 0
86 72
142 138 438
86 72
142 138 438
0 0 0 0 0
0 0 0 0 0
0 5 0 0 5
33 44 51 49
177
33 49 51 49
182
26 30 40 36
132
90 85
116 87
378
0 0 0 0 0
84 85 65
102 336
200 200 221 225 846
0 0 0 0 0
86 56
101 85
328
49 44 48 38
179
57 32 50 64
203
192 132 199 187 710
511 453 613 599
2176
0x00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
168 100 63 56
387
I6S 100 63 56
387
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
69 47 25 25
166
69 47 25 25
166
34 41 46 32
153
120 124 124 110 478
0 0 0
n 0
125 80 79 48
332
279 245 249 190 963
0 0 0 0 0
98 97 98 77
370
31 45 31 30
137
83 59 71 37
250
212 201 200 144 757
728 593 537 415
2273
06:00 PM 06:15 PM 06:30 PM 06:45 PM
^ Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
40 50 25 22
137
40 50 25 22
137
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
24 47 20 16
107
24 47 20 16
107
23 31 34 35
123
100 78 89 91
358
0 0
n n 0
29 67 32 34
162
152 176 155 160 643
0 0 0 0 0
67 79 96 92
334
27 35 39 27
128
33 37 28 31
129
127 151 163 150 591
343 424 363 348
1478
Po"';00 PM 0'':15PM 07;30PM 07:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
58 23 19 31
131
58 23 19 31
131
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
14 7
12 13 46
14 7
12 13 46
23 22 30 24 99
97 80 76 74
327
0 0 0 0 0
39 39 42 14
134
159 14] 148 112 560
0 0 0 0 0
73 65 67 59
264
17 23 29 23 92
23 28 27 32
no
113 116 123 114 466
344 287 302 270
1203
Graod Total Apprch %
Toial % Cars
%Cars Heavy Vriiicla
VBunVeUcIn
Buses % Buses
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1516 100
15,2 iSlG 100
0 0 0 0
1516
15.2
1516 100
0 0 0 0
0 0 0 0 0 0 0 fl 0
0 0 0 0 0 0 0 0 0
5 0.6 01
5 100
0 0 0 0
773 99.4
7.8 773 100
0 0 0 0
778
7.8 778 100
0 0 0 0
650 15,1 6,5
620 95 4
0 0
30 4.6
a i a 47
203 1975
97.6
2 O.l 46
2.3
3 Ol
0 3
100 0 0 0 0
162G
37.8 16.3 1622 99.8
4 0.2
0 0
4302
43,2 4220 98.1
6 01 76 1.8
6 0:2 0,1
6 100
0 0 0 0
1633 48.6 16.4 1520 93.1
1 0 1 112 6.9
690 20.5
6.9 683
99 0 0 7 1
1034 30.7 10,4 1034 100
0 0 0 0
3363
3.3.8 3243 96.4
1 0
119 3 J
9959
9757 98
7 0.1 195
2
Tri-State Traffic Data, Inc. www.TSTData.com
)cation:Philadelphia, PA lntersection:Chestnut St/7th Street Date:Friday, January 11, 2013 Counterpb/rz
File Name Site Code Start Date Page No
BW0111-1 00000000 1/11/2013 2
TTH STREl^T Out In Total 2658
2 53
271;
1516 0 0
1S16
4174 2
53 _422S
1 1 0 0 0 0
0
I 0
0 0 0 C
1516 0
ISIf Right Thru Left Pads
• i
t North
t j " o o o o
1/11/2013 03:00 PM 1/11/2013 07:45 PM
Cars H«3vy Vatiides Buses
M?! -:J
3 -^ ID 31 Jl ^ -• M ..• CD
*1 Lert
3 0 0 3
Thru 1975
2 46
?0?3
RiqM 620
0 30
fi5(
Peds 1622
4 0
1626 1 1
1 11 0 0
11
4220 6
76 4M2
4231 6
7B 4313
Out In Total
Tri-State Traffic Data, Inc. www.TSTData.com
ii:;ation:Philadelphia, PA lntersection:Chestnut St/7th Street Date:Friday, January 11, 2013 Counterpb/rz
File Name Site Code Start Date Page No
BW0111-1 00000000 1/11/2013 3
Start Time
7TH STREET Southbound
Kieb! 1 Thru I^fl 1 Peds | A^. T^J
CHESTNUT STREET Westbound
RiRht 1 Thru 1 Left 1 Pi-ds 1 *rr.T«-
7TH STREET Northbound
Kiaht 1 Thru 1 Left 1 Peds | *„ T«I
CHESTNUT STREET Eastbound
Rifiht 1 Thru 1 Lefl 1 Peds | A».TOUI
L
luTOil 1 Peak Hour Analysis From 03:00 PM lo 07:45 PM - Peak 1 of I Peai Hour for Entire Intersection Begins al 03:00 PM
03:00 PM 03:15 PM 03:30 PM 03:45 PM
Tocil Valume
% f\OD. Toiol P}lh' Cars
%Cara Keaiy Vducin « H a i Vdiila
Buses t Buses
0 0 0 0 0 0
.000 0 0
0 0 0
0 0 0 0 0 0
,000 0
fl 0 0 0
0 0 0 0 0 0
.000 0 0
0 0 0
102 99
117
105 423 100
.904 423 100
0 0 0
102 99
117 105 423
.904 423 100
0
0 0
0 0 0 0 0 D
.000 0 0
0
0
0
n 0 0 0 0 0
,000 0 0
0 0 0
0 0 0 0 0 0
,000 0 0
0 0 0
57 74 82 64
277 100
.845 277
too
0 0 0
57 74 82 64
277
.84-5 277 100
0 0 0
27 37 49 30
143 11.1 ,730 135
9iA
0 8
5.6
111 133 126 112 482 37-4
,906 472
97,9
0 10
2,1
0 0
n 3 3
0.2 710
3 LOO
0 0 0
60 231 279
92 662 51.3
.593 661
99,8
0,2 0 0
198 401 454 237
1290
,710 1271 98,5
01 18
1,4
0 0 0
(> 6
0.7
.250 6
100
0
0
0
89 69 87 92
337 40,2 .916 308
91.4
0,3 28
8.3
44 43 29 38
154 18.4
,875 151
98.1
0 3
1.9
58 130 75 79
342 40.8
.658 343 100
0 0 0
191 242 191 215 839
,S67 807
96.2
0 1 31
3.7
548 816 S44 621
2829
.838 2778 93.2
0.1
49 1.7
3
I D o o n C l i o o
m-
n H S T H E t l Oul
623 0
13 631
423 0 0
423
Total 1046
0 13
105S
1 1 0 0 0 0
0 0 0 0
0 a g 0
423 0 0
4?:i Right Thru Left Peds
Peak Hour Data
North Peak Hour Begkis at 03:00 P^
Car^ Heavy Vehides Buses
Left Thru , Right pgds 3 0 0 3
472 0
10 482
135 0 a
143
651 1 0
65Z 1 1
1 6 0 0 6
1271 1
IB 1290
1277 1
18 1296
Out In ^ ^ ^ T P F F T
UJ — 3 • O O
JT?
^ ^ t i ' .
i 5-S
Jl Li] M
Tri-State Traffic Data, Inc, www.TSTData.com
K:^tion:Philadelphia, PA lntersection:Chestnut St/7th Street DateiSaturday, January 12, 2013 Counterpb/rz
File Name Site Code Start Date Page No
BW0112-1B 00000000 1/12/2013 1
St^ lTime 0:r00 PM 03:15 PM 0-%:30PM 03:45 PM
Total
7TH STREET Southbound
Rieht 0 0 0 0 0
Thru 1 Left 1 Peds 0 0 77 0 0 62 0 0 79 0 0 105 0 0 323
*»pT,»il
77 62 79
105 323
GrouDS Primed- Cans CHESTNUT STREET
Westbound KiKtit 1 Thru 1 l.efi | Peds | *| tnui
0 0 0 39 0 0 0 56 0 0 0 31 0 0 0 31 0 0 0 157
39 56 31 31
157
7TH STREET Northbound
Ri ht 1 Thru | Left j Peds 31 73 0 61 41 72 0 62 38 82 0 70 30 88 0 94
140 315 0 287
165 175 190 212 742
CHESTN LIT STREET Eastbound
Ri^i 1 Thru 1 Lefl 1 Peds 0 60 37 32 0 61 54 63 0 56 16 42 0 68 18 45 0 245 125 182
129 178 114 131 552
1,1. Tout 1
410 471 414 479
1774
04:00 PM 04:15 P M 04:30 P M 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0
n 0
91 131
98 99
419
91 131 98 99
419
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
49 36 14 36
135
49 36 14 36
135
28 17 25 20 90
77 51 67 81
276
0 0 0 0 0
62 41 49 63
215
167 109 141 164 581
0 0 0 0 0
71 83 74 71
299
34 23 28 32
117
35 26 38 30
129
140 132 140 133 545
447 408 393 432
1680
05:00 PM 05:15 PM
05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
71 66 50 55
242
71 66 50 55
242
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
41 21 15 16 93
41 21 15 1ft 93
21 32 18 19 90
85 94 68 70
317
0 0 0 0 0
66 41 48 27
182
172 167 134 116 589
0 0 0 0 0
66 70 65 68
269
23 28 23 39
113
23 24 31 37
115
112 122 1)9 144 497
3 % 376 318 331
1421
(Xr.OO PM 06:15 PM 06:30 PM 06:45 PM
^ Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
64 76 48 60
248
64 76 48 60
248
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
30 32 20 19
101
30 32 20 19
101
22 23 27 18 90
64 63 71 71
269
0 0 0 0 0
32 66 34 42
174
118 152 132 131 533
0 0 0 0 0
61 71 63 86
281
29 26 17 21 93
16 42 46 37
141
106 139 126 144 515
3IS 399 326 354
1397
" 0 7 : 0 0 PM 07:15 PM 07.30 PM 07:45 PM
TUal
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
73 34 60 S2
219
73 34 60 52
219
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
10 20 27
5 62
10 20 27
5 62
17 29 20 20 86
47 60 68 55
230
0 0 0 0 0
36 35 56 22
149
100 124 144 97
465
0 0 0 0 0
97 79 72 89
337
37 23 21 35
116
47 32 59 49
187
181 134 152 173 640
364 312 383 327
1386
Grand Total Apprch %
Total % Cars
%Cars Havy VdikIa
IHanViikirlei
Buses % Buses
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1451
100 18.9 1451
100 0 0 0 0
1451
18.9 1451
100 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
548 100 72
548 100
0 0 0 0
548
7,2 548 100
0 0 0 0
496 17
65 496 100
0 0 0 0
1407
48.4 iS.4 1384
98.4 2
Ol 21 1.5
0 0 0 0
fl 0
fl 0 0
10O7
34.6
13.1 1002 995
5 OJ
0 0
2910
38 2882
99 7
0.2 21
0.7
0 0 0 0 0 0 0 0 0
1431
52.1 18.7 1362
95.2
0 0
69 4.8
564 20.5
7.4 564 100
0 0 0 0
754 27,4
9.8 754 100
0 0 0 0
2749
35.9
2680 97.5
0 0
69 2.5
7658
7.561 98,7
7 0.1 90 1.2
Tri-State Traffic Data, Inc. www.TSTData.com
)cation:Philadelphia, PA lntersection:Chestnut St/7th Street Date:Saturday, January 12, 2013 Counter:pb/rz
File Name Site Code Start Date Page No
BW0112-1B 00000000 1/12/2013 2
— o o o: CD
u C
o o o
T O O
C t O Ol •O CD
n
o o o
3 in
I f
o
3
7TH STREET Total Oul
1948 2
21 1971
in 1451
0 0
14SI
3399 2
21 [ ?422l •
1 1 0 0 0 0 0 0 0 0
0 0 0 0
1451 0 0
1451 Right Thru Left Peds Right Thru Left
T Noftn
1/12^313 03:00 PM 1/12/2013 07:45 PM
Cars Heavy Vehicles
13
^
O
o o o
o o o
o o o
i o o CD
"i he '
» O O I
^ I r* Lefl
0 0 0 0
Thm 1384
2 ?1
1407
Riahl 496
0 0
496
Pe<Js 1002
5 0
1007 1 1
1 0 0 0 0
2882 7
21 i9\Q
2882 7
21 2910
Oul In TTH STI^FFT
TotaJ
Tri-State Traffic Data, Inc. www.TSTData.com
ication:Philadelphia, PA intersectioniChestnut St/7th Street Date:Saturday, January 12, 2013 Counter: pb/rz
File Name Site Code Start Date Page No
BW0112-1B 00000000 1/12/2013 3
Start Time
TTH STREET Southbound
Right I Thru | l^fi | peds | ^p, i ^
CHESTNUT STREET Westbound
Rifihi I Thml Left I Peds | * K J
7TH STREET Nonhbound
Riphi I Thm I Left I Feds |
CHESTNUT STREET Eastbound
Ripht I Thru I Left I Pedi t /,„ T.*J Peak Hour Analysis From 03:00 PM lo 07:45 PM - Peak I of 1 Peak Hour for Entire Jnlersucliofl Begins al 03:15 PM
03:15 PM 03:30 PM 03:45 PM 0 4 : 0 0 1 ^
'Inul Volume
% Aoo. Total PHF Cars
%Cat* Ikivy Vrindeg
m & ^ V d i d c i
Buses ^' Buses
0 0 0 62 62 0 0 0 79 79 0 0 0 105 105 0 0 0 91 91 0 0 0 337 337 0 0 0 100
.000 .000 ,000 .80^ .802 0 0 0 337 337 0 0 0 100 100
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
.000 0 0
0 0 0
0 0 0 0 0 0
noo 0 0
0 0 0
0 0 0 0 0 0
,000 0 0
0 0 0
56 31 31 49
167 100
.746 167 100
0 0 0
56 31 31 49
167
.746 167 lOO
0 0 0
41 38 30 28
137 ]G,4 .835 137 too
0 0 0
72 82 88 77
319 42,9 .906 314
98.4
0 5
1.6
0 0 0 0 0 0
,000 0 0
0 0 0
62 70 94 62
288 38.7 ,766 283 100
0 0 0
175 190 212 167 744
.877 739 993
0 5
0.7
0 0 0 0 0 0
.000 0 0
0 0 0
61 56 68 71
256 43.5 .901 240 93.8
0 16
6,3
54 16 18 34
122 21,7 ,565 122 100
0 0 0
63 42 45 35
185 32.9 .734 185 100
0 0 0
178 114 131 140 563
.791 547
97,2
0 16
2.8
471 41+ 479 447
1811
.945 1790 9S.8
0 21 1.2
_ h- o O' n
[ o coin 7. - .S
w _ o a o o
m '
r
7TH STREET ^ t i t • , In ., , Totgl
436 0 5
_441
337 0 0
f
773 0 5
776
0 0 0 0
0 0 0 0
0 0 ? 0
337 0 0
337 Right Thru Left Peds
u Right Thn
Peak Hour Data
T North
Peak Hour Begins at 03:15 PI I
Cars Heavy Vehides Buses
Left 0 0 0 0
T Thru
314 0
.119
Right 137
0 0
13-
Peds 288
s 288
1 1 1
c 0 0 c
739 0 5
744
739 0 5
744 Out In TTH RTTJFFT
Total
4rs
o5
J) • £
>cation: Philadelphia, PA Intersection: Market/7th Date: Friday, January 11, 2013 Counter: ET/JT
Tri-State Traffic Data, Inc. www.TSTData.com
File Name Site Code Start Date Page No
BW0111-2 00000000 1/11/2013 1
Stan Time 03:00 PM 03:15 PM 05:30 PM 03:45 PM
Total
7th Street
Southbound Riphi
0
0 0 0 0
Thru 1 Left 1 Peds
0 0 79 0 0 71 0 0 63 0 0 109 0 0 322
APP.TDU)
79 71 63
109 322
GrouDs Printed- Cars - Heavy Vehicles - Buses
Market Street
Westbound Rikihi
27 26 23 21 97
Thru 1 Left | Peds |
77 0 60 88 0 60 74 0 43 75 0 8 !
314 0 244
164 174 140
177 655
7th Street
Nonhbound
Rifhl
24 26 25 17
92
Thru 1 Left 1 Peds
136 15 126 149 17 154 149 21 129 136 13 124
570 66 533
AmlAil
301 346 324 290
1261
Market SUcet
Eastbound Righl
0 0
0 0
fl
Thru 1 Left t 1^3
187 4 87 2lfl 0 112 203 2 79 213 5 110 813 11 388
K „ J ^
278 322 284 328
1212
Im-Toiil 1
822
913 811 904
3450
04:00 PM 04:15 PM 04:30 P M
04:45 P M Total
0 0
0 0 0
0 0 0
0 0
0
0 0 0
0
92
133 117
186 528
92
133 117 IfMl 528
18 21 22 16 77
64
63 7 0 66
263
0 0
0 0
0
50 66
4 8 78
242
132
150
140 160
582
21
17
17 25 80
173
123 172 123 591
12 16 11 9
48
77
82 104
93 356
283 238 304
250 1075
0 224
0 223 0 227 0 228 0 902
I
I
1 0
3
81
96 105 111
393
306 320 333
339 1298
8E3 841
894 935
3483
05:00 P M 05:15 P M
05:30 P M
05:45 PM Tt«al
0 0
0 0 0
0 0
0
0 0
0 0 0 0
0
104 53
50
38 245
104
53
50 38
245
19
18 19 12
68
66
6 5 59
57 247
0
0 0 0
0
55
59 33
29 176
140
142 111
98
491
26
21 21
21 89
146
150 153
121 570
12 19
11 5
47
131
41
93 62
327
315
231 278 209
1033
0 252
0 265 0 228
0 242 0 987
1 1 0
1 3
105 7 5 78
4 8 306
358 341
306
291 1 2 %
917
767 745
636 3065
06:00 PM 06:15 PM
06:30 PM
06:45 PM ^ Total
0 0
0
0 0
0 0
0
0 0
0
0 0
0 0
28
27 20
16 91
28
27
20 16 9 1
17
9
7 18 5 1
47
64
49 79
239
0
0 0
0 0
19
18 14 15
66
83 91
70 112
356
22 17 13
12 6 4
121 112
99
86 4 1 8
6
12
10 9
37
6 8
64
50 50
232
217 205 172
157
751
0 0
0 0 0
184 164
196 172
716
2
0 1
1 4
4U 50
23 14
127
226 214
220 187 847
554
537 482
472 2045
Wo'.OO PM 07:15 PM
07:30 PM
07:45 PM Total
0 0 0
0 0
0 0
0 0 0
0 0
0 0 0
12 9
11 17 4 9
12
9 II 17
49
7
8 7
14
36
66
63 56
60 245
0 0
fl n 0
14 7 5
7 33
87 78 68
81 314
12 9
12 14 47
76 78
82 73
309
13 14
9
II 47
43
15 34
36 128
144
116 137 134 531
0
0 0 0
0
153 162 150
139 604
0 3
3
0 6
26 12
13 5
56
179 177 166 144 666
422 380 382
376 1560
Grand Total A[^jrch9fc
Total % Cars
%Cflrs
HMnrVchicIa « Hn.> VrtVcW
Buses % Buses
0
0
0 0
0
0 0
0 0
0
0
0 0 0 0 0
0 0
0
0
0 0
fl 0 0
0 0
1235
100
9.1 1234
99.9
1 O l
0 0
1235
9.1 1234
99,9 1
O l 0 0
329 13.7
2.4 328
99.7
0 0 1
0.3
1308
54.5 9.6
1078 82.4
2
0.2 228 17.4
0
0 0
0 0 0
0 0 0
761 31.7
5.6
761 100
0
0 0
0
2398
17.6
2167 90.4
2
0.1 229 9.5
372 8
2.7 369
99,2
0 0 3
0.8
2458
52.8
18.1 2418
98.4
0 0
40 1.6
245 5.3 1,8
245
100 0 0
0 0
1576 33.9 11.6
1576 100
0 0 0
0
4651
34.2
4608 99.1
0
0 43
0.9
0
0 0 0
0 0 0 0 0
4022
7.S.6 29.6
3811 94.S
2
0 209 5.2
27 0.5
0.2 27
100
0 0 0
0
1270
23.9
9.3 1270
100
0 0 0 0
5319
39.1 5108
96 2
0 209 3.9
13603
13137 96.4
5
0 481
3.5
Tri-State Traffic Data, Inc. www.TSTData.com
)cation; Philadelphia, PA Intersection: Market/7th Date: Friday, January 11, 2013 Counter: ET/JT
File Name Site Code Start Date Page No
BVV0111-2 00000000 1/11/2013 2
M — l
1 ^
Out 7tfi Street
In 2773
0 41
2814
1234 1 0
i?:vi
Toial 4007
1 41
4049
1 1 0 0 0 0
0 0 0 0
0 0 0 0
1234 1 0
1235 RigUl Thru Left
T
Peds
H North
1/11/2013 03:00 PM 1/11/201307:45 PM
Cars Heavy Vehides Buses
i J
3
?
l-> O CD
VJ o s j ^ n to CD
3 o o
a o o -»
-
-
1 T r Left _ Thru , Right, Peds 245 2418
0 0 _0] 40
• r
369 0 3
245BI 3721 1576
1576 0 0
0 0 0 0
1 4606
4651
4608 0
43 4651
Oul In Total
Tri-State Traffic Data, Inc. www.TSTData.com
jcation: Philadelphia, PA Intersection: Market/7th Date: Friday, January 11, 2013 Counter: ET/JT
File Name Site Code Start Dale Page No
BW0111'2 00000000 1/11/2013 3
7lli Streel
Southbound Market Street
Wesibound
7ih Sircci
Northbound
Market Streel
Eastbound Stait Time I Righc | Thm I Left I t'cda | A«,.t«.i \ Riptii | Thru | Left I Peds | *wT»^ Ri;rhi j Thru | Left | Peds ! Ag T ^ Right i TTiTu I I^ft I Peds | *„• r . ^ '
Peak Hour Analysis Erom 03:00 PM to 07:45 PM - Peak 1 of 1 Peak Hour for Enlire intersection Begins at 04:15 PV
04:15 PM 04:30 P M 04:45 P M
05:00 I'M Twal Volume % App. Toial
PHF Cars
%C!US
Heavy V*bkl«
9- K i l l VihKki
Bu.scs <?( Buses
0 0 0 133 133 0 0 0 117 117 0 0 0 186 186
0 0 0 104 104 0 0 0 540 540 0 0 0 100
.000 ,000 .000 .726 .726 0 0 0 .540 540 0 0 0 100 100
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
21 63 22 70
16 66 19 66
78 265 13,2 44,9 .886 .946
78 200 100 75.5
0 0.4
0 6 4 0 24.2
0
0 0 0 0 0
.000 0 0
0
0 0
66 4 8 78
55 247 41.9 .792 247 100
0
0
0
150 140 160
140 590
.922 525 890
0.2
64
1 0 8
17 17 25 26 85 7.7
.817 85
100
0 0
0
123 172
123 146 564 50.9 ,820 554 98.2
n 10
1.8
16
11
9 12 48 4.3
.750 48
100
0
0
0
82 104
93 131
410 37
.782 410 100
0
0
0
238 304
250 315
1107
.879 1097 99 1
0
10
0.9
0 0 0 0 0 0
.000 0 0
0
0
0
223 227 228 252
930 68.9 -923 881
94.7
0
49
5.3
1
1
0 1
3 0-2
.750 3
too
0
0 0
96 105 111
105
417 30.9 ,939 417
too
0
0
0
320 333
339 358
1350
,943 1301 96-4
0
4 9
3,6
841
894 935
917
3587
,959 3463 9 6 J
0.0
123 3.4
— OJ >- t o
Si if
O ^ lO
n o o
o o o
r o Q 5
n
o n 01
a
t ^
%^
Oul 635
0 10
645
7ih Streel In 540
0 0
540
Total 1175
0 10
iias
0 0 0 0
0 0 0 0
0 0 0 f)
540 0 0
540 It Thr iru Left Peds
Peak Hour Data
T North
Peak Hour Begins al 04:15 P
Cars Heavy Vehides £uSfiS
Left Thru Right Peds 48
0 0
,48
554 0
10 fiF4
B5 410 0 0 0 0
fiHl 410 1 1
1 0 0 n Q
1097 0
10 1107
1097 0
10 1107
Out In Total
2
^ •D a. •n
i
o n Jl
3
o o S
to
O O o
to • O .%!
'ocation: Philadelphia, PA Intersection: Market/7th Date: Saturday, January 12, 2013 Counter: ET/JT
Tri-State Traffic Data, Inc. www.TSTData.com
File Name Site Code Start Date Page No
BW0112-2B 00000000 1/12/2013 1
Slart Time 05:00 PM 03:15 PM 03:30 PM 03:45 PM
Total
Tth Street Southbound
Ri ht 0 0 0 0 0
Thru 1 Lefl 1 Pcd5 0 0 152 0 0 126 0 0 138 0 0 131 0 0 547
Acfi TP*II
152 126 138 131 547
GrouDs Printed Cars - Heavv Vehicles - Buses Market Streel Westbound
Right 8
14 21 21 64
Thm 1 Left 1 Peds 1 63 0 28 62 0 25 88 0 9 80 0 20
293 0 82
99 101 118 321 439
7(h Street Northbound
Riehi 41 42 22 29
134
Thru 1 Left | Peds 59 30 142 48 30 124 52 33 113 56 24 132
215 117 511
272 244 220 241 977
Market Street Easttrauod
Right 1 Thru 1 Left 1 Peds 0 185 0 39 0 161 2 20 0 180 1 45 fl 187 1 34 0 713 4 138
224 183 226 222 855
In, Tout 1 747 654 702 715
2818
0^:00 PM 04:15 PM 04:30 PM 04:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
72 119
99 91
381
72 119 99 91
381
11 25 12 16 64
95 75 67 73
310
0 0 0 0 0
17 22 20 14 73
123 122 99
103 447
35 43 21 22
121
55 35 64 68
222
25 19 19 19 82
162 114
84 94
454
277 211 188 203 879
0 168 0 166 0 206 0 169 0 709
1 6 1 2
10
32 30 24 28
114
201 202 231 199 833
673 654 617 596
2540
05:00 PM 05:15 PM 05:30 PM 05:45 PM
Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
79 SO 75 73
307
79 80 75 73
307
16 19 14 13 62
64 70 58 58
250
0 0 0 0 0
32 12 15 7
66
112 101 87 78
378
38 35 14 18
105
68 73 89 65
295
29 16 16 18 79
65 141 92 85
383
200 265 211 1S6 862
0 159 0 161 0 172 0 164 0 656
4 2 2 0 8
16 17 16 11 60
179 180 190 175 724
570 626 563 512
2271
06:00 PM 06:15 PM 06:30 PM 06:45 PM
Toial
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
80 56 60 25
221
80 56 60 25
221
10 9
21
!<> 56
56 49 50 44
199
0 0 0
fl 0
25 22 12 3
62
91 80 83 63
317
25 16 13 22 76
58 65 65 62
250
IS 18 13 6
55
81 60 82 68
291
182 159 173 158 672
0 0 0 0 0
140 173 148 157 618
2 0 0 1 3
8 7 9
21 45
150 ISO 157 179 666
503 475 473 425
1876
07:00 PM 07:15 PM 07:30 PM 07:45 PM
Total
0 0 0 0 0
0 0 0
0 0
0 0 0 0 0
32 29 38 20
119
32 29 38 20
119
17 14 11 11 53
67 77 65 58
267
0 0 0 0 0
5 4 5 3
17
89 95 81 7?
337
18 18 20 16 72
56 51 66 71
244
12 14 10 10 46
59 55 38 69
221
145 138 134 166 583
1 0 0 0 1
158 170 131 120 579
3 4 1 0 8
22 10 14 8
54
184 184 146 128 642
450 446 399 386
1681
Grand Toial Apprch %
Tota l* Cars
%Cars fkiw VdklM « Xtin Vitib^
Buses % Buses
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1575 100
14.1 1575 100
0 0 0 0
1575
14,1 1575
100 0 0 0 0
299 1.5.6 2.7
296 99
1 0,3
2 0.7
1319 68.8 11.8 1187
90 0 0
132 10
0 0 0 0
fl 0 0 0 0
300 15.6
2.7 298
99.3 1
0.3 1
0.3
1918
17,1 1781 9Z9
2 Ol 135
7
508 12-8 4,5
504 99.2
0 0 4
OS
1226 309
11 1224 99.8
0 0 2
02
379 9.5 3.4 361
95 3 0 0
18 4.7
I860 46.8 16.6 I860 100
0 0 0 0
3973
35.5 3949 99.4
0 0
24 0,6
1 0 0 1
100 0 0 0 0
3275 88
29.3 3135 95.7
0 0
140 4.3
33 0,9 0.3 33
100 0 0 0 0
411 11
3,7 411 100
0 0 0 0
3720
33,3 3580 96.2
0 0
140 3.8
11186
10885 97.3
2 0
299 2.7
Tri-State Traffic Data, Inc. www.TSTData.com
Poc ation: Philadelphia, PA Intersection: Market/7th Date: Saturday, January 12, 2013 Counter ET/JT
File Name Site Code Start Date Page No
BW0112-2B 00000000 1/12/2013 2
^^S
•= ^ V*CD1
^3 Li
R e t m — '
•t l r
5?
7th Streel Oul in Tol3l 1553
1 4
1558
1575 0 0
I 15751
3128 1 4
3133
1 0 0 0 0
0 0 0 0
0 0 0 0
1 1575
0 0
1575 Righl Thru Left Peds Righl Thru Left
T t j
1/12/2013 03-00 PM 1/12/201307,45 PM
Cars Heavy Vehicles Busas
13 3 O O
Lefl ^ THru ^ F^ht,. Pads 361
0 18
1224 0 2
504 0 4
1B90 0 0
1 0 0 1
3949 0
24 3973
3950 0
24 3974
Out In 71 h Strppt
: • *
Tri-State Traffic Data, Inc. www.TSTData.com
ication: Philadelphia, PA Intersection: Market / 7th Date: Saturday, January 12, 2013 Counter; ET/JT
File Name Site Code Start Date Page No
BW0112-2B 00000000 1/12/2013 3
7th Street Southbound
Market Sireet Wesibound
7th Streel Northbound
Market Street EastbouThJ
Start Time | Right 1 Tlinj | Left I Peds I »„• '•*< Righi [ Tlinj | l^fi | Ped; | / ^ i " ^ Rjjjht | Thm | Left | Peds | AH. Tan Right | Thni I Left I Peds I *«• TMJ intiool Peak Hour Analysis From 03;00 PM to 07:45 PM - Peak 1 of 1 Peak Hour for Entire Interseciion Begins at 03:00 PM
03:00 P M
03:15 P M
03:30 P M
03:45 P M
Total Volume
% Aaf, Toial PHF
0 0 0 0 0 0
,000
0 0 0 0 0 0
,000
0 0 0 0 0 0
.000
152 126 138 131 547 too ,900
152 126 138 131 .547
.900
8 14 21 21 64 14-6
,762
63 62 88 80
293 66,7
,832
0 0 0 0 0 0
.000
28 25 9 20 82 18.7
.732
99 101 118 121 439
.907
41 42 22 29 134 13-7
,798
59 48 52 56
215 22
.911
30 30 33 24 117 12
.686
142 124
113 132 511 52,3
.900
272 244 220 241 977
.898
0 0 0 0 0 0
.000
185 161 180 187 713 83.4
.953
0 2 I 1 4
0.5 .500
39 20 45 34 138 16-1
.767
224 183 226 222 855
.946
747 654 702 715
2818
.943
iJT
n-
7tnSlfeel Qui In TotaL
t ll rsBoi
r o T ol 5471 Right Thni Left Peds
Peak Hour Data
T NofSl
Peak Hour Begins at 03:00 P^
Cars Heavy Vehicles Buses
^ T r^ Left Thru Rtahl Peds
[ 1171 2151 1341 SlTI
ol I 977! [ZaSl Out In Total
Tth StwM
t ^
j rs
Market East Associates, L.P. MARKETS Cityof Philadelphia
Februat7 2013
APPENDIX C
Level of Service Criteria for Signalized/Unsignalized Intersections
Pennoni Associates Inc. ^ _ . Consulting Engineers ^PBnnonr
Level of Service Criteria: Automobile Mode - Signalized Intersections
•:' '• (^ntrot Deiay (s/veh)
<10 >10-20 >20-35 >35-55 >55-80
>80
LOS by Volume-t'^i|BfP"'Ratto' j
i l .O A 6 C D E F
>i.o" • ^
Source: Exhibit 18-4 {2010 HCM)
Level of Seivice Criteria: Automobile Mode - Unsignalized Intersections
it ' * ' f i !6ntro l Delay{s/veh}
0-10 >10-15 >15-25 >25-35 >35-S0
>50
LOSbyVolume-to-Capacity Ratio^ | <1,0
A B C D E F
>1.0
Source: Exhibit 19-1 (2010 HCM)
Market East Associates, L.P. MARKETS City of Philadelphia
February 2013
APPENDIX D
Traffic Signal Permit Plans
Pennoni Associates Inc. Consulting Engineers ^f^nnoi^'
PHASINO, m m c AM) IXLDR SEOUCNCE CHART
J
; 3
PHISE
i i a S r - ' ^ * ^
l,Z.3.4
5,6.7.8
9.1 n
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[^ ^ I •" , C t n c n O E PAVCHENT
eijs u\rcs
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KJiiar K>M, A>
TONCRETC P A \ G e N T BUS LANES
MARKET STREET
/ jo j ' '
^ & DTY OF PHILADELP>B*
i_QLl .., W"/^.!
1 E* I 'S CtHfTRW-LEU SDLm STATE 1 EA BErCV SPUCCI • E* T l U f n C C - M K T W 4 EA l>CII X A S 9-INCH a-£CCTII»' 30 I ? t L K T I D M L STIMCE WIBE 9 EA B M A l . W A A S-MCM.l-iEC.'nCM 1 U tKHALICAO, IUHCH, ; - SECTION
85 u r TlUiFnC SOMAL CABLE. S-CONOUCTDP I EA T R i m C 9 0 C
•fiuttl HOWL U 71U m c c r
* • • > ' • " 11.13,13,14
| i iiUKWn i n m K
• n c k s ru> • r n HO ( B U M U H I u t t i
i i r .air V fiBTtn
^ 2 5 ! S ^
a C N lABW-Al tOH
fiSB
(X u-> - IKMI (K VK - lion
ttt ' I » I
CfTY OF" PHILADELPHIA I R A f F K CONTROL SYSTEM
8TH STREET aid
MARKET STREET
5
PHASE
; s ^ ? I.JJ.^ s,s.7.e 10.11 9,12.11.1*
-n-A
1
c c R
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3
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-
Market East Associates, LP. MARKETS City of Philadelphia
February 2013
APPENDIX E
Synchro Capacity Analysis Worksheets Existing
Pennoni Associates Inc. Consulting Engineers rPennon t
Lanes, Volumes, Timings 1:7th St & Market St
Existing Conditions Timing Plai: Fri PM Peak
Urte Group
>
EBL EBT
>
EBR
<
WBL WBT WBR
^
NBL
t NET NBR SBL
\
SBT
V SbR
Lane Configurations Vfriume (vph) Ideal Flow (vfrfipl) Lane Width (ft) Lane Util, Factor Red Bike Factor Frt
Fit Protected Satd,Flow{pfot) Fit Permitted Said-Flow (perm) Right Turn on Red Satd,Fk)w(RTOR) Link Speal (mf^) Link Distance (ft) Travel Time (s) Confi, Peds. (#/hr) Peak Hour Factor Parliing (??/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) LlnkOffset(ft) Crosswalk W!dth(fl) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases Pennitted Phases Minimum Split (s) Total Split (s) Total Split {%) Maximum Green (s) Yelkiw Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag
Lead-Lag Optimize? Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay
0 1900
10 1-00
0 No
Left
1,09 15
902 1900
10 •0.60
0 3129
0 3129
30 450 10.2
100 0.92 0.92
980
No Left
0 0
16
1.09
NA 6
30.0 35,0
58.3% 29,0 3.0 3.0 -1.0 5.0
30.0 0-50 0.63 17.5 0.0
17.5
0 1900
10 1,00
0 ^k)
100 0.92
0 No
Right
1-09 9 15
263 1900 1900
10 10 1.00
77 1900
10 0.95 *0.60 0.98
0.966
4 ^ 48 591
1900 1900 9
0.95
0 3140 0
0 3140 0 No
30 379 8.6
100 100 0.92 0.92 0,92
0 286 84
0 370 0 No No No
Left Left Righl 0 0
16
9 0,95 0.98
0.983 0.997
0 3087 0.997
0 3068
100 0.92
0 52
0 No
Left
NA 2
20.0 35.0
58.3% 29.0 3.0 3.0
-1.0 5.0
30.0 0.50 0.24 9,0 0.0 9,0
15 Perm
4 20.0 25,0
41.7% 19,0 3.0 3.0
30 565 12.8
0.92
642
781 No
Lett 0 0
16
1.09 1.09 1,09 1.14 1.14
NA 4
20.0 25.0
41.7% 19.0 3.0 3,0
-1.0 5.0
20.0 0,33 0.76 25,1 0.0
25.1
80 0 0 0 1900 1900 1900 1900
9 10 10 10 0,95 1,00 1,00 1,00
0 No
100 0.92
67
0 No
Right
1,14 9
100 0,92
0 No
Left
1,09 15
0
0
30 375 8.5
0.92
0
0 No
Left Right 0 0
16
1.09
0 No
100 0,92
0 No
1.09 9
Pennoni Associates 1/22/2013
Synchro 8 Report Pagel
Lanes, Volumes, Timings 1:7th St & Market St
- - " ' •
Lane Group
- >
EBL
-
EBT
>
EBR
<
WBL WBT WBR
^
NBL
..
NBT
Existing Conditions Timing Ran: Fri PM Peak
t V NBR SBL
\ V S8T ^ R
LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Intemal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Stanration C ^ Redudn SpHlback Cap Reductn Storage Cap Reducbi Reduced v/c Ratio
Intersedion Summary
B 17.5
B 213 277 370
1564 0 0 0
0,63
A 9,0
A 36 58
299
1570 0 0 0
0,24
C 25.1
C 137 196 485
1022 0 0 0
0.76
295
Area Type: Other Cyde Length: 60 Actuated Cycle Length: 60 Offset: 34 (57%), Referenced to phase 6:EBT, Start of Yeltow Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0,76 Intersection Sign^ Delay: 18.8 Intersection Capacity Utilization 46.7% Analysis Period (min) 15 * User Entered Value
Intersectron LOS: B
ICU Level of Service A
• 3 f i ' WWICTAV J ^ F ^ K i ' i r . ^ t n m ^ g T
Splits and Pfiases: 1: 7th St & Market St
^
m_ *^^ • ! ^ . J : ^^ ' ^ l -
—h)6(R) - . -~ - . . -- . i [mw.-.- :-«a7.-.--^-««f-
i: 25s
Pennoni Associates 1/22/2013
Syndiro 8 Report Page 2
HCM 2010 Signalized Intersection Summary 1:7th St & Market St
Existing Conditions Timing Plan: Fri PM Peak
tSL EBT EBR WBL WBT
^ ^ t /- V i y WBR NBL NBT NBR SBL SBT SBS
Lane Configurations Volume (veh/h) Number Initial 0 (Qb), veh Ped-Bike Adj{A_pbT) Pari<ing Bus Adj Adj Sat Flow veh/h/ln Lanes Cap, veh/h Anive On Green Sat Flow, veh/h
0 1 0
1,00 1.00 0.0
0 0
0.00 0
H i 902
6 0
1,00 186,3
3 1676 0.17 4843
0 16 0
1,00 1.00 0,0
0 0
0.00 0
0 5 0
1.00 1.00 0.0
0 0
0.00 0
263 2 0
1.00 186,3
2 1337 0.50 2768
77 12 0
0,94 1.00
186,3 0
383 0.50 765
48 7 0
1,00 0.90
178,8 0
69 0.11 208
4T» 591
4 0
1.00 178,8
2 895 0.11 2685
80 14 0
0,91 1.00
178.8 0
127 0.11 382
GrpVolume[v), veh/h 0 980 0 0 187 183 399 0 382 GrpSatFlow(s).veh/h/Vi 0 1118 0 0 1770 1670 1599 0 1676 QServe{9_s),s 0.0 16,2 0.0 0.0 3.5 3.7 14.5 0.0 13.1 Cycle QCIear(g_c},s 0.0 16.2 0,0 0.0 3.5 3.7 14.5 0.0 13.1 Prop In Lane 0.00 0.00 0.00 0,46 0.13 0.23 Lane GrpCap(c), veh/h 0 1676 0 0 685 835 533 0 559 V/CRatio(X) 0.00 0.58 0.00 0.00 0.21 0.22 0.75 0.00 0.S8 Avail Cap(c_a), veh/h 0 1676 0 0 885 835 533 0 559 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Fiiter(l) 0,00 1,00 0,00 0.00 1.00 1.00 1,00 0.00 1,00 Uniform Delay (d), s/veh 0.0 19.3 0.0 0,0 8.4 8.4 24.3 0.0 23.7 Incr Delay (d2), s/veh 0.0 1.5 0.0 0.0 0.5 0-6 9-3 0-0 6,6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ileBackofQ(95%),veh/ln 0.0 8.7 0.0 0,0 2.6 25 12,0 0,0 11.2 Lane Grp Delay (d),sAfeh 0.0 20.8 0.0 0,0 8.9 9,0 33.6 0,0 30.3 Lane Gfp LOS C A A C C
Approach Vol, veh/h Approach Delay, s/veh Approach LOS
980 20.8
C
370 9,0 A
781 32,0
C
Tmier Assigned Phs 6 Phs Duration (G+Y+Rc), s 35,0 Change Period (Y+Rc), s 6,0 Max Green Setting (Gmax), s 29,0 Max Q Clear Time (g_c+l1), s 18.2 Green Ext Time (o_c) s 6,4
JMareecfon Summarv
2 35,0 6.0
29.0 5.7
102
HCM 2010 Ctrl Delay HCM 2010 LOS
Notes
22.8 C
4 25.0 6.0
19,0 16.5 i l
Pennoni Associates 1/22/2013
Synchro 8 Report Page 3
Lanes, Volumes, Timings 2: 7th St & Chestnut St
Existing Conditions Timing Plan: Fri PM Peak
Lane Group EBL EBT EBR WBL WBT" WBR
^ t / V i V NBi NBT NBR SBL SBT ""SBfl
Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt
Fit Protected Satd. Flow (prot) Fit Permitted Said. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. {#/hr) Peak Hour Factor Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median WkJth(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases Pennitted Phases Minimum Spilt (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag
Lead-Lag Optimize? Act Effct Green (s) Actuated g/C Ratio v/c Ralk) Control Delay Queue Delay Total Delay LOS
179 1900
0 No
Left
1.09 15
Perm
2 23.0 30.0
50,0% 24.0 3,0 3,0
4t 328
1900 0.95 *0.60
0.97
0.983 0 2051
0.983 0 1999
No
30 450 10.2
100 0.92 0.92
0 195 357
552 No
Left 0 0
16
1.09
NA 2
23.0 30.0
50,0% 24.0 3.0 3.0
-1.0 5.0
25.0 0.42 0.66 16.7 0.0
16.7 B
0 1900 1.00
0 0 0 1900 1900 1900 1.00 1.00 1.00
0 1900 1.00
378 1900 0.95 0.98
0.961
132 0 0 0 1900 1900 1900 1900 0.95 1.00 1.00 1.00
0 No
0 No
0 3107
0 3107 0 No
1.09 9
1.09 15
1.09 1.09 9
1.09 1.09 15
NA
23.0 30.0
50.0% 24.0 3.0 3.0 -1.0 5.0
25.0 0.42 0.43 13.7 0,0
13.7 B
1.09 9
1.09 15
1.09
0 No
100 0.92
0
0 No
Right
100 0-92
0
0 No
Left
30 393 8.9
0.92
0
0 No
Left 0 0
16
100 0,92
0
0 No
Right
100 0.92
0 0
0 No
Left
30 327 7,4
0,92
411
554 No
Left 0 0
16
100 0.92
143
0 No
Right
100 0.92
0
0 No
Left
30 565 128
0.92
0
0 No
Left 0 0
16
1UU 0-92
0
0 No
Right
1.09 9
Pennoni Associates 1/22/2013
Synchro 8 Report Page 4
Lanes, Volumes, Timings 2: 7th St & Chestnut St
Existing Conditions Timing Plan: Fri PM Peak
> < <• ^ t ^ V i V rie Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Approach Delay Approach LOS Queue Length 50th (ft) Oueue Length 95th (ft) Intemal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Stan/ation Cap Reductn SpPlback Cap Reductn Storage Cap Reductn Reduced v/c Ratio
Intersection Summ^
16.7 B
96 138 370
632 0 0 0
0.66
313
137 B
71 108 247
1294 0 0 0
0.43
485
Area Type: O&ier Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBTL. Start of Yellow Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.66 Intersectron Signal Delay: 15.2 Intersectwn Capacity Utilization 42,1% Analysis Period (min) 15 • User Entered Value
Intersection LOS: B ICU Level of Service A
Splits and Phases: 2: Tth Sts Chestnut St
TUB
> . •
Pennoni Associates 1/22/2013
Synchro 8 Report Pages
HCM 2010 Signalized Intersection Summary 2: 7th St & Chestnut St
Existing Conditions Timing Plan: Fri PM Peak
> - * > ^ * -
Movement EBL EBT EBR WBL V/BT WBR
^
NBL
t NBT NBR SBL S6T S&f^
Lane Configuratrons ^ f Volume (veh/h) 179 328 0 Number 5 2 12 initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 Adj Sat Flow veh/h,1n 166.3 186.3 0.0 Lanes 0 2 0 Cap.veh'h 120 424 0 Arrive On Green 0.14 0.14 0.00 Sat Flow, veh'h 0 1695 0
0 3 0
1.00 1,00 0.0
0 0
0.00 0
ft* 378
1.00 186.3
2 1055 0,42 2626
132 18 0
0.93 1.00
186.3 0
361 0,42 867
Grp Volume(v), veh/h 195 357 0 Grp Sat Flow(s),veh,/h/ln 0 1017 0 Q Serve(g_s). s 0.0 20.5 0.0 Cycle 0 Ciear(g^c), s 25,0 20,5 00 Prop In Lane 1.00 0,00 Lane Grp Cap(c), veh.'h 120 424 0 V/GRatio(X) 1.62 0.84 0,00 Avail Cap(c_a), veh/h 120 424 0 HCM Platoon Ratio 0.00 0.00 0,00 Upstream Filter(l) 1,00 1,00 0.00 Uniform Delay (d), s/veh 38.4 24.0 0.0 Incr Delay (d2), s/veh 316.0 18,1 0,0 Initial Q Del3y(d3),s/veh 0.0 0.0 0.0 %ile Back of Q (95%), veh/ln 22.4 11 -9 0,0 Lane Grp Deiay (d). s/veh 354,3 42,0 0.0 Lane Grp LOS F D
Assigned Phs 2 Phs Duration (G+YtRc), s 30,0 Change Period (Y+Rc), s 6.0 Max Green Setting (Gmax), s 24,0 Max Q Clear Time te_c+il), s 27.0 Green Ext Time (p_c), s 0,0
htersedion Surmiary
HCM 2010 Ctri Delay HCM 2010 LOS
0 0
0.0 0,0
0,00 0
0.00 0
0.00 0,00 0.0 0.0 0.0 0,0 0.0
285 1770
6.7 6,7
737 0.39 737
0.00 1.00 12.2 1.5 0.0 5.3
13.7 B
269 1631
6.9 6.9
0.53 679 0.40 679 0.00 1.00 12.2 1,7 0.0 5.0
13,9 B
Approach Vol, veh/h Approach Delay, s/veh Approach LOS
Twner
552 152.4
F
554 13.6
8
. 8
30.0 6.0
24.0 8.9 3.1
Pennoni Associates 1/22/2013
Synchro 8 Report Page 6
Lanes, Volumes, Timings 3: Sth St & Market St
Existing Conditions Timing Plan: Fri PM Peak
> > < ^ ^ t /• N- i V Ume Group EBL EBT EBR WBL WBT WBR NO. NBT NBR SBL Stfr"" ' S S R Lane Configurations Volume (vph) Ideal Ftow (vphpl) Lane Width (ft) Lane Util. Factor Ped Bike Factor Frt
Fit Protected Satd. Flow (prot) Fit Pennitted Satd, Flow (pem5) Right Turn on Red Satd, Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds, (#/hr) Peak Hour Factor Partying (#(110 Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Fk>w (vph) Enter Blocked Intersection Lane Alignment Median Width{ft) LinkOftset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases Pennitted Phases Minimum Split (s) Total Split (s) ^otal Split {%) Maximum Green (s) Yellow Time (s) Alt-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) (jcad/Lag
Lead-Lag Optimize? Act Effct Green (s) Actuated g/C Ratio ^/cRato Control Delay Oueue Delay Total Delay
0 19O0
10 1.00
0 No
left
1,09 15
676 1900
10 0,91 0,99
0,979
146 1900
10 •0,60
0 1900
10 1,00
t f 527
1900 10
*0.60
1111 No
0 No
Left Right D 0
16
1.09
NA 6
1.09 9
0 No
Left
1.09 15
1,09
NA 2
10.0 31,0 1.7% 25.0 3.5 2.5
-1,0 5,0
26.0 0,43 0.56 8.5 0.0 8.5
10.0 31.0
51,7% 25.0 3.5 2.5
-1.0 5.0
26.0 0.43 0.63 19,8 0.0
19.8
0 1900
10 1.00
0 1900
10 1.00
0
0
4594
4594
0
0
0
0
2086
2086 No
100 0.92
0
30 450 10.2
0.92
952
100 0.92
159
100 0.92
0
30 450 10.2
0.92
573
0 No
100
0 No
573 No
Left Right 0 0
16
1.09 9
100 0.92
0 No
Left
1.09 15
0 1900
10 1.00
30 565 12.8
0.92
0 63 1900 1900
10 9 1.00 0.95
0 No
100 0.92
0
410 1900
9 0.95 0.98
0.986 0.994
0 3097 0.994
0 3069
30 386 B.8
100 0.92 0,92
68 446
10.0 29.0
48.3% 23,0 3.5 2,5
10.0 29.0
48.3% 23.0 3.5 2.5 -1.0 5,0
24.0 0,40 0.46 14.8 0.0
14.8
48 1900
9 0.95
0 No
100 0,92
0 52
0 No
Left 0
16
1.09
0 No
Right
1.09 9
0 No
Left
1,14 15
Perni
8
566 No
Lefl 0 n
16
1.14
NA 8
0 No
Riflht
1,14 9
Pennoni Associates 1/22;'2013
Synchro 8 Report Page?
Lanes, Volumes, Timings
3: Bth St & Market St
>
Lane Group EBL EBT
>
EBR
< ^
WBL WBT WBR
^
NBL
" 1 " '
t NBT
Existing Conditions Timing Plan: Fri PM Peak
/ V i V NBR SBL SBT SBR
LOS Approxh Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Intemal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Stan/atkin Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v'c Ratio
Intefsection ^jmrngy
A 8,5
A 42 83
370
1990 0 0 0
0,56
B 19,8
B 155
m236 370
903 0 0 0
0,63
485
B 14,8
B 76
115 306
1227 0 0 0
0,46
Area Type- O'he' Cycle Length; 60 Actuated Cycle Length: 60 Offset; 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Yeltow Natural Cycle: 40 Control Type; Pretimed Maximum v'c Rate: 0.63 Intersection Signal Delay: 12.9 Intersection LOS: B Intersection Capacity Utilization 46,7% ICU Level of Service A Analysis Period (min) 15 • User Entered Value m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Bth St & Marttet St
Pennoni Associates 1/22/2013
Synchro 8 Report Pages
HCM 2010 Signalized Intersection Summary 3: 8th St & Market St
'.." Existing Conditions Timing Plan: Fri PM Peak
MwemenT
>
tHL
-
EBT EBR
<
WBL WBT WBR
^
NBL
t N S f " NBR ^ D L
Lane Configurations f tf* t t Volume (veh/h) 0 876 146 0 527 0 Number 1 6 16 5 2 12 tnltalQ(Ob),veh 0 0 0 0 0 0 Ped-Bike Adj(A j>bT) 1.00 0,93 1.00 1.00 Parlting Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h,1n 0,0 186,3 186,3 0,0 186,3 0,0 Lanes 0 3 0 0 2 0 Cap.veh'h 0 1881 313 0 969 0 Arrive On Green 0.00 0.87 0.87 0.00 0.43 0.00 Sat Flow, vehli 0 4508 722 0 3725 0
63 3 0
1.00 1.00
178.6 0
152 0.40 380
4V 410
1.00 178.8
2 1038 0.40 2595
48 18 0
0.93 0.90
178.8 0
127 0,40 317
Grp Volume(v), veh/h 0 743 368 0 573 0 GrpSatFlow(s),veh/h/ln 0 1695 1672 0 1118 0 Q Serve(g.s), s 0.0 3.1 3.2 0.0 11.7 0.0 Cycle Q Clear(g_c), s 0.0 3.1 3.2 0.0 11.7 0.0 Prop in Lane 0.00 0.43 0.00 0.00 Lane Grp Cap(c), veh/h 0 1469 725 0 969 0 V/C Ratio(X} 0.00 0.51 0.51 0.00 0.59 0.00 Avail Cap(c_a), veh/h 0 1469 725 0 969 0 HCM Platoon Ratio 2.00 2,00 200 1.00 1.00 1.00 Upstream F!lter{l) 0,00 1.00 1,00 0,00 1-00 0.00 Uniform Delay (d), s/veh 0.0 2,5 2.5 0.0 13.0 0,0 Incr Delay (d2), s/veh 0,0 1,2 2,5 0,0 2.7 0.0 Initial 0 Delay(d3),s/veh 0.0 0.0 0,0 0.0 0,0 0.0 %ile Back of Q (95%), veh.ln 0,0 1.7 2.1 0,0 5.8 0.0 Lane Grp Delay (d), s^eh 0.0 3.7 5.0 0,0 15.6 0.0
A A B
Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+l1), s Green Ext Time(p_c).s
1^^85n»MTkn fa^ * *
6 31.0
6.0 25.0 0.0 0.0
^
2 31,0 6.0
25.0 0.0 0.0
HCM 20tO Ctrl Delay HCM 2010 LOS
Notes
9.8 A
316 1769
7.8 7,8
0.21 708 0,45 708 1.00 1.00 13.2 2.0 0.0 6.3
152 B
0 0
0.0 0,0
0 0.00
0 1.00 0,00 0.0 0.0 0.0 0,0 0.0
29,0 6.0
23.0 9.8 0.0
250 1523
7.1 7.1
0.21 609 0.41 609 1.00 1,00 12.9 2,0 0.0 4.9
15.0 B
Approadi Vol, veh/h Approach Delay, s/veh Approach LOS
1111 4.1
A
573 15.6
B
566 15.1
8
Timer
Pennoni Associates 1/22/2013
Synchro 8 Report Page 9
Lanes, Volumes, Timings 4: Sth St & Chestnut St
>
Lane Group EBL
-.
EBT
>
EBR
<
WBL WBT
< .
WBR
^
f46L
t N8T
Existing Conditions Tin^ng Plan: Fri PM Peak
A V i y NBR SBL -' SET SBR
0 No
Left
0 No
30 450 10.2
100 100 0.92 0.92 0.92
0 0 400 111
100 0.92
Lane Configurations f^\t Volume (vph) 0 368 102 Ideal Ftow (vphpl) 1900 1900 1900 Lane Util, Factor 1,00 0.95 '0.60 Ped Bike Factor 0,98 Frt 0.967 Fit Protected Satd, Flow (prot) 0 3137 0 0 Fit Permitted Satd. Ftow (pemi) 0 3137 0 0 RightTumonRed Satd. Fkw (RTOR) Unk Speed (mph) Link Mstance (ft) Travel Time (s) Confl, Peds. (#/hr) Peak Hour Factor Parking (#/hr) Ad], Flow (vph) Shared Lane Traffic (%) Lane Group Fiow (vph) Enter Stocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Lett Turn Lane Headway Factor 1.09 1,09 1.09 1.09 Turning Speed (mph) 15 9 15 Turn Type NA Protected Phases 2 Permitted Phases Minimum Split (s) 24.0 Total Split (s) 30.0 Total Split (%) 50,0% Maximum Green (s) 24,0 Yellow Time (s) 3.0 All-Red Time (s) 3.0 Lost Time Adjust (s) -1.0 Total Lost Time (s) 5.0 Lead/Lag Lead-Lag Optimize? Act Effct Green (s) 25.0 Actuated g/C Ratio 0,42 v/c Ratio 0.39 Control Delay 9.4 Queue Delay 0,0 STotal Delay 9.4 LOS A
0 0 0 1900 1900 1900 1.00 1.00 1.00
0
0
30 450 10.2
0.92
0
0 No
100 0.92
0 1900 1.00
100 0,92
1.09 1.09 9
1.09 15
0 1900 1.00
0
0
30 329 7.5
0,92
0
0 1900 1.00
0
0 No
100 0.92
0
107 1900 0,95
0
0 No
100 0,92
116
4 f 447
1900 0.95 0.99
0.990 3270 0,990 3225
30 565 12,8
0-92
486
0 1900 1.00
0
0 No
100 0.92
0 0
511 No
Left 0 0
16
0 No
Right
0 No
Left
0 No
Uft 0 0
16
0 No
Right
0 No
Left
0 No
Left 0 0
16
1.09
0 No
1.09 9
0 No
602 No
24,0 30.0
50.0% 24.0 3.0 3,0
24.0 300
50,0% 24.0 3,0 3.0
•1,0 5.0
25.0 0.42 0,45 6.0 0-0 8.0
A
0 No
Left Left 0
Right
0
1.09 15
P^m
4
1,09
NA 4
1.09 9
Pennoni Assod^es 1/22/2013
Synchro 8 Report Page 10
^ " • -
Lanes, Volumes, Timings 4: Bth St & Chestnut St
>
Lane Group EBL
-
EBT
>
EBR
<
WBL
* -
WBT
< .
WBR
^
NBL
t NBT
Existing Conditions Timing Plan: Fri PM Peak
^ V i V NBR SBL SBT SSf?
Approach Delay Approach LOS Queue Length 50th (ft) Oueue Length 95th (ft) Intemal Link Dist (ft)
9.4 A
41 71
370 Turn Bay Length (ft) Base Capacity (vph) Starvation C ^ Reductn ^illback Cap Reductn Storage Cap Reductn Reduced v/c Rafio
trtersection Suimiary
1307 0 0 0
0.39
• " " 1
8.0 A
36
370
Area Type; Other - ' • Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%). Referenced to phase 2;EBT. Start of Yellow Natural Cycle: 50 Control Type: Pretimed Maximum v'c Ratio: 0.45 Intersection Signal Delay: 8,6 Intersectton Capacity Utilization 41.8% Analysis Period (min) 15 ' User Entered ValuQ
249 62
485
1343 0 0 0
0.45
ninn imni^^^M^
Intersectton LOS; A ICU Level of Service A
Splits and Phases: 4:8th St & Chestnut St
T7 ^ U .
Pennoni Associates 1/22/2013
Synchro 8 Report Page 11
HCM 2010 Signalized Intersection Summary 4: 8th St & Chestnut St
Exist ing Condi t ions Timing Plai: Fri PM Peak
> - > ^ Movement EBL EBT EBR WBL WBT WBR
^ NBL
t NBT NBR ' m - ^ Sffr^ SfiR
Lane Configurations t ^ Volume (veh/h) 0 368 102 Number 5 2 12 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A^pbT) 1.00 0.93 ParkingBusAdj 1.00 1,00 1.00 Adj Sat Flow veh/h/ln 0,0 186,3 186,3 Lanes 0 2 0 Cap, veh.'h 0 1124 307 Arrive On Green 0.00 0.14 0.14 Sat Ftow, veh-li 0 2791 737
107 7 0
1,00 1.00
186.3 0
120 0.42
0
4t 447
4 0
1.00 186,3
2 671 0.42 1695
14 0
1,00 1.00 0,0
0 0
0.00 0
Grp Vokjme{v). veh/h 0 260 251 GrpSatFlow(s),veh/h/ln 0 1770 1665 Q Serve(g.s), s 0,0 8,0 8.2 Cycle Q Clear(g^c), s 0.0 8,0 8.2 Prop in Lane 0.00 0.44 Lane Grp Cap(c), veh/h 0 737 694 V/C Ratio(X) 0.00 0.35 0.36 Avail Cap(c_a), veh/h 0 737 694 HCM Platoon Ratio 0.00 0.00 0.00 Upstream Filter(l) 0,00 1.00 1,00 Uniform Delay (d), s/veh 0.0 18.5 18.6 Incr Delay (d2), s/veh 0,0 1.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile Back of Q (95%), veh/ln 0,0 7,2 7.0 Lane Grp Delay (d), s/veh 0.0 19.9 20.1 Lane Grp LOS B C
116 0
0.0 25.0 1.00 120
0.97 120 0,00 1.00 30,0 73,6 0.0 7,4
103.6 F
486 1610 15.1 15.1
671 0.72 671 0.00 1,00 14.6 6-7 0.0
10.7 21,3
C
0 0
0.0 0,0
0.00 0
0.00 0
0.00 0,00 0.0 0.0 0.0 0,0 0.0
Approach Vol, veh/h Approach Delay, s/veh Approach LOS
Timer
511 20.0
B
Assigned Phs 2 Phs Duration (G+Y+Rc), s 30.0 Change Period (Y+Rc), s 6,0 Max Green Setting (Gmax), s 24.0 Max Q Clear Time (g_c+ll). s 10.2 Green Ext Time (p_c), s 0.0
tnte^rflonRjiTifTWfy • - -• • • '
HCM 2010 Ctri Delay HCM 2010 LOS
Kotes
29.3 C
602 37.2
0
4 30.0 6.0
24-0 27.0 0.0
Pennoni Associates 1/22/2013
Syncfuo 8 Report Page 12
Lanes, Volumes, Timings 5: 9th St & Market St
Existing Conditions Timing Plan: Fri PM Peak
> < < \ \ r " \ ^ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR ' SSL ^" SBT "' "SSR Lane Configurattons Volume (vph) Ideal Fkiw (vphpl) Lane Width (ft) Lane Utii. Factor Ped Bike Factor Frt
RtProteaed Satd, Flow (prot) Fit Pemnitted Satd. Flow (perm) Right Tum on Red Satd. Ftow (RTOR) Link Speed (mfrfi) Link Distance (ft) Travel Time (s) Confl- Peds, (#/hr) Peak Hour Factor Pariting (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Gnxip Ftow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) UnkOffset{ft) Crosswalk Width(ft) Two way Left Tum Lane Headway Factor Turning Speed (mph) Tum Type Protected Phases Pennitted Phases Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yeltow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag
Lead-Lag Optimize? Act Effct Green (s) Actuated g/C Ratio v/c Ratto Contrd Deiay Queue Delay Total Delay
0 1900
10 1.00
0 No
Left
1,09 15
t t t 842
1900 10
•0,60
915
915 No
1.09
NA 6
30.0 31.0
51.7% 25,0 3,5 2.5
-1.0 5.0
26.0 0.43 0.68 16-7 0.0
16.7
0 1900
10 1.00
0 1900
10 1.00
tv 456
1900 10
•0,60 0.99
0,985
51 1900
10 0,95
0
0
3129
3129
30
0
0 No
0
0
2039
2039
30
0
0 No
378 8.6
100 100 0.92 0.92 0.92
0
0 No
Left Right 0 0
16
1,09 9
100 0.92
0 No
Left
1.09 15
450 10.2
0.92
496
41* 71 328 131
1900 1900 1900 9 9 9
0.95 0,95 0.95 0.97
0.963 0.993
0 2982 0 0.993
0 2952
100 0.92
55
0 1900
10 1.00
0 0 1900 1900
0 No
30
551 No
Left 0 0
16
1.09
NA 2
20.0 31.0
51.7% 25,0 3.5 2.5 -1.0 5.0
26.0 0.43 0.62
9.8
0.0 9.8
0 No
Right
1.09 9
0 No
Uft
1.14 15
Perni
4 20.0 29.0
48.3% 23.0 3.5 2,5
576 No
Left 0
6 16
1.14
NA 4
20.0 29.0
48.3% 23,0 3.5 2,5 -1.0 5.0
24.0 0.40 0.49 10.1
0,0 10,1
0 No
1.14 9
0 No
Left
1,09 15
10 1,00
30
0 No
1.09
10 1.00
0 No
565 377 \l& 8.6
100 100 100 100 0,92 0.92 0.92 0.92 0,92 0,92
0 77 357 142 0 0 0
0 No
Left Right 0 0
16
1.09 9
Pennoni Associates 1/22/2013
Synchro 8 Report Page 13