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

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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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(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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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 , ^ >«

•.<x 5i:>i^^<*<^-, ^ . -^ iCP* .riCC^

v<t.O- RivtT LINE : ! > "

< ^

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

i ^ U ^ Hf-x bm*) a * ^

^ f a ^ HSH* b p « Ma

I f f

•ff

. . c - " " ' i v .

UtitirefiltT ( r t j

M> •I f l A W

HMMMirr H rvMMiamM

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


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


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

Sênnuuti (hêaatcd, Jnc 3001 Market Streel, 2nd Floor


Intersection: Market Street & Sth Street Day: Saturday, October 20, 2012 Counter: Brian


Market St and Sth St - Saturday PM Peak 00024342 10/20/2012 2

8th Sireet Southbound

Market Street (SR 2004) Westbound

Sth Streel Northbound


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

Shiêel 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


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


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


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


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

Jênniem (hâdated, Jnc 3001 Market Street, 2nd Floor


Intersection: Market Street & 9th Street Day: Friday, October 19, 2012 Counter: Endri


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


StaTtT ime | Right | Thrv | Lett | Peds | Aai TOU. | Right | Thru | Left | Peds | *WTPW I Rigît | 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


Intersection: Market Street & 9th Street Day; Saturday, October 20, 2012 Counter: John


Market St and 9th St - Saturday PM Peak 22222222 10/20/2012 1


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


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


Intersection: Market Street & 9th Street Day: Saturday, October 20,2012 Counter: John


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


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



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


Intersection: Chestnut St & Sth Street Day: Saturday, October 20, 2012 Counter; Zack


Chestnut St and 8th St - Saturday PM Peak 00006767 10/20/2012 1


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


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


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


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


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


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

Jênniem Uddedate^, Jnc 3001 Market Street, 2nd Floor


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.^â\ 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


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] rîsi 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


Intersection: Chestnut Street & 9th St Day: Saturday, October 20, 2012 Counter: Drew




Total


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


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


Intersection: Chestnut Street & 9th St Day: Saturday, October 20, 2012 Counter: Drew



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


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


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


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


ii:;ation:Philadelphia, PA lntersection:Chestnut St/7th Street Date:Friday, January 11, 2013 Counterpb/rz


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


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


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


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


)cation:Philadelphia, PA lntersection:Chestnut St/7th Street Date:Saturday, January 12, 2013 Counter:pb/rz


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


ication:Philadelphia, PA intersectioniChestnut St/7th Street Date:Saturday, January 12, 2013 Counter: pb/rz


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 |


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



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


)cation; Philadelphia, PA Intersection: Market/7th Date: Friday, January 11, 2013 Counter: ET/JT


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


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



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


Poc ation: Philadelphia, PA Intersection: Market/7th Date: Saturday, January 12, 2013 Counter ET/JT


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

: • *


ication: Philadelphia, PA Intersection: Market / 7th Date: Saturday, January 12, 2013 Counter; ET/JT


BW0112-2B 00000000 1/12/2013 3


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

n. iz , iJ , i4 ,

. u -

" I F -A

1

G

C

H

DW

2

f

f

R

DW

Z

R

R

R

ow

JT B

( R

R

C

W

S

B

R

C

row

s

R

R

T

DW

7

fi fl fl

ow

ruw

Y

Y

R

-

CO

[^ ^ I •" , C t n c n O E PAVCHENT

eijs u\rcs

i l "

.HPUOWWlllB TO CMH. AT I snr tT

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

DW

3

Y

Y

H

D V

J

R

R

B

DW

: ;i=

B

4

R

R

G

IV

s B

« C

row

« R

R

Y

DIV

/ R

" fl cw

lUW

T

T

R

-

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


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


Synchro 8 Report Page 3

Lanes, Volumes, Timings 2: 7th St & Chestnut St


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



Lanes, Volumes, Timings 2: 7th St & Chestnut St


> < <• ^ 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

> . •


Synchro 8 Report Pages

HCM 2010 Signalized Intersection Summary 2: 7th St & Chestnut St


> - * > ^ * -

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


Twner

552 152.4

F

554 13.6

8

. 8

30.0 6.0

24.0 8.9 3.1



Lanes, Volumes, Timings 3: Sth St & Market St


> > < ^ ^ 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


/ 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


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



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


^ " • -

Lanes, Volumes, Timings 4: Bth St & Chestnut St

>

Lane Group EBL

-

EBT

>

EBR

<

WBL

* -

WBT

< .

WBR

^

NBL

t NBT


^ 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 .



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


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


Syncfuo 8 Report Page 12

Lanes, Volumes, Timings 5: 9th St & Market St


> < < \ \ 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



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