A MEAS A MEAS MEASURE MEASURE URED APPR URED APPR APPROACH - - PowerPoint PPT Presentation

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A MEAS A MEAS MEASURE MEASURE URED APPR URED APPR APPROACH APPROACH CH REC CH REC RECOMMEND RECOMMEND MMENDATIONS MMENDATIONS NS NS FO FOR CAM CAMP HI HILL LL ROA ROAD & VIR VIRGINIA VIRGINIA VIR INIA DRI INIA DRI DRIVE


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SLIDE 1

A MEAS MEASURE URED APPR APPROACH CH ‐ REC RECOMMEND MMENDATIONS NS A MEAS MEASURE URED APPR APPROACH CH REC RECOMMEND MMENDATIONS NS

FO FOR

CAM CAMP HI HILL LL ROA ROAD & VIR VIRGINIA INIA DRI DRIVE VIR VIRGINIA INIA DRI DRIVE

AND AND

PI PINET NETOWN ROA ROAD & HI HIGHLAND GHLAND AV AVENUE HI HIGHLAND GHLAND AV AVENUE

5/12/2020 UPPER DUBLIN TOWNSHIP 1

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SLIDE 2

AGENDA

  • CAMP HILL ROAD & VIRGINIA DRIVE TRAFFIC SIGNAL WARRANTS & TRAFFIC

CONDITIONS ANALYSIS

  • CAMP HILL ROAD & VIRGINIA DRIVE INTERSECTION RECOMMENDATIONS
  • CUT THROUGH POTENTIAL IF TURNS ARE ALLOWED FROM CAMP HILL ROAD

ONTO VIRGINIA DRIVE & MITIGATION CONCEPTS

  • PINETOWN ROAD & HIGHLAND AVENUE INTERSECTION TRAFFIC SIGNAL

WARRANTS & TRAFFIC CONDITIONS ANALYSIS WARRANTS & TRAFFIC CONDITIONS ANALYSIS

  • PINETOWN ROAD & HIGHLAND AVENUE INTERSECTION RECOMMENDATIONS
  • SUMMARY OF TRAFFIC ANALYSIS AND NEXT STEPS – A MEASURED APPROACH

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SLIDE 3

The Greater Fort Washington District

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SLIDE 4

Pre Present Pre Present Tr Traffic Cond Conditio itions Tr Traffic Cond Conditio itions

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SLIDE 5

Average Weekday Daily Traffic (AWDT)

Source: DVRPC Montgomery County Turnpike 5/12/2020 UPPER DUBLIN TOWNSHIP 5 Source: DVRPC, Montgomery County Turnpike Corridor Re‐investment Project, 2015

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SLIDE 6

2017/2018 2017/2018 Peak Hour Volumes – Pennsylvania to Camp Hill

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SLIDE 7

2020 2020 Peak Hour Volumes – Pennsylvania to Camp Hill y p

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SLIDE 8

S f F d d P j t Summary of Funded Projects on ff h h Traffic Lanes Within the Greater Fort Washington District: g Balancing Capacity Balancing Capacity

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SLIDE 9

Balancing Capacity

Lane Lane Added Added No No Lane Lane Chang Change No No Lane Lane Chang Change Lane Lane Re Removed +2 +1 ‐1 ‐1 ‐1

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SLIDE 10

Camp Hill Road Camp Hill Road & Vi i i D i Virginia Drive

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SLIDE 11

Camp Hill Road and Virginia Drive Recommendations

‐ Subm Submit it Tr Traffic Si Signal nal Wa Warrant Anal Analysi sis to to Pe PennDOT g y ‐ Wi With Pe PennDOT Appr Approval al ‐ In Install Tr Traffic Signal Signal wi with Follo llowing Tu Turn Conditi Conditions: ns: 1.

  • 1. Ri

Righ ght Tu Turns fr from

  • m Cam

Camp Hill ill Ro Road on

  • nto Vir

Virgin inia ia Dr Drive in in Both Both Di Directions ctions 2.

  • 2. Le

Left ft Tu Turns fr from

  • m Cam

Camp Hill ill on

  • nto Vir

Virgin inia ia Dr Drive EX EXCEP CEPT betw between een 7 – 9 – 9 AM AM 3.

  • 3. NO

NO Tu Turns Allo llowed fr from

  • m Vir

Virgin inia ia Dr Drive on

  • nto Cam

Camp Hill ill Ro Road R f L f L f T R i R i i f C Hill ill Vi Vi i i D f 7 9 AM AM ‐ Reasons easons for

  • r Left Turn

urn Res estr trict ction

  • n fro

rom Cam amp Hill ill on

  • nto Vi

Virg rginia Dr fro rom 7 – 9 AM AM: 1.

  • 1. Libr

Library ary is is Not Not Open Open 2 R d R d P t P t ti l f C t C t Th Th Hi Hi hl hl d A d C Hill ill R d R d

  • 2. Reduce

uce Poten enti tial for

  • r Cut‐Th

Thru ru on

  • n Hi

Highl hlan and Avenue nue an and Cam amp Hill ill Roa

  • ad

3.

  • 3. Reduce

duce Po Potential fo for Cut Cut‐Thr Thru on

  • n Helle

ller Wa Way ‐ Pr Provides Critic itical Pe Pedestrian/Bike Cr Crossing

  • ssing to

to Cr Cross

  • ss Coun

County ty Tr Trail

5/12/2020 UPPER DUBLIN TOWNSHIP 11

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SLIDE 12

Camp Hill Road and Virginia Drive Vehicle Turning

SCHOOL BUS SU‐36 MEDIUM TRUCK MEDIUM TRUCK

Restricted per R5‐2

PASSENGER CAR SU‐40 HEAVY TRUCK

5/12/2020 UPPER DUBLIN TOWNSHIP 12

Restricted per R5‐2

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SLIDE 13

Camp Hill Road and Virginia Drive Traffic Signal Notes

No Right of Way is Anticipated to be

  • Required. Design & PennDOT Review

ill D i if Si l E ( ) No Reconstruction Proposed Existing Radius was will Determine if Signal Easement(s) may be needed. No Revision to Truck Restrictions Proposed. – Existing Radius was Constructed Larger than Other Side to Better Accommodate Fire Truck Crosswalk would be Installed. Trail Accommodate Fire Truck Crosswalk would be Installed. Trail Stop Signs would be removed. Minor Tapered Widening to allow for better turning speed

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SLIDE 14

Potential Cut Through Traffic Mitigation

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SLIDE 15

Pi Pi t R d R d Pi Pine netown

  • wn Roa
  • ad

& Hi Highland hland Av Avenue g

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SLIDE 16

Pinetown Road and Highland Avenue

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SLIDE 17

Pinetown Rd. and Highland Ave. Recommendations

C t C t t/E f L C t C t S f S f t I t I t ‐ Cons

  • nstru

ruct/E t/Enfor

  • rce

ce Low

  • w Cos
  • st Safety Imp

mprove vemen ments: s: 1.

  • 1. En

Enforce In Intersection Sigh Sight Tr Triangle 2 Im Improve AD ADA co conditions ns

  • 2. Im

Improve AD ADA co conditions ns Ev Evaluate Ef Effect of

  • f Tr

Traffic Signal Signal wi with Tu Turns Allo llowed / Le Left ft Tu Turn AM AM Pe Peak ‐ Ev Evaluate Ef Effect of

  • f Tr

Traffic Signal Signal wi with Tu Turns Allo llowed / Le Left ft Tu Turn AM AM Pe Peak Re Restrictions at at Cam Camp Hill ill Ro Road & Vir Virgin inia ia Dr Drive on

  • n Tr

Traffic Vo Volumes / Pa Patterns at at Pine Pinetown Ro Road & Hi Highland ghland Avenue enue Pa Patterns at at Pine Pinetown Ro Road & Hi Highland ghland Avenue enue ‐ Pe Perform Upda Updated Tr Traffic Signal Signal Wa Warrant Analy Analysis & Consider Consider Act Action

  • n on
  • n

Pe Perform Upda Updated Tr Traffic Signal Signal Wa Warrant Analy Analysis & Consider Consider Act Action

  • n on
  • n

PennDO nnDOT TE TE‐160 160 Fo Form to to Authoriz Authorize New New Signal, Signal, as as wa warranted.

5/12/2020 UPPER DUBLIN TOWNSHIP 17

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SLIDE 18

How Do Funded Projects Handle Estimated Growth?

In Intersection LO LOS (Del (Delay) – Exis Existin ting LO LOS (Del (Delay) – Exis Existing ting wi with Funded Funded I t I t LO LOS (Del (Delay) – E – Existing, Funded Funded Im Impr provements & P j P j t d G t G th LO LOS (Del (Delay) – E – Existing, Funded Funded Im Impr provements & Pr Projected ted Gr Growth th it ith R d R d ti g AM AM/PM /PM (2020) (2020) Imp mprovemen ments AM AM/PM /PM (2020) (2020) & Pro rojec ected Gro rowth th AM AM/PM /PM (2020) (2020) wit ith Recommen ecommendati tions

  • ns

AM AM/PM /PM (2020) (2020) Commerce Dr. & Pennsylvania Ave. C (26.2) / D (38.0) C (24.7) / C (34.1) C (24.7) / D (40.2) C (23.8) / D (40.0) Commerce Dr. & Ramp A/Shared Driveway N/A D (46.0) / C (32.4) D (49.7) / D (44.1) D (49.3) / D (45.5) Commerce Dr. & Delaware Dr. A (7.5) / B (12.1) B (10.5) / B (14.1) C (26.6) / C (21.8) C (24.3) / B (18.1) Highland Ave & Pinetown Rd C (23 0) / E (41 3) C (23 0) / E (41 3) C (24 4) / F (81 1) B (15 6) / C (22 6) Highland Ave. & Pinetown Rd C (23.0) / E (41.3) C (23.0) / E (41.3) C (24.4) / F (81.1) B (15.6) / C (22.6) Virginia Dr. & Camp Hill Rd. F (62.9) / B (14.9) F (62.9) / B (14.9) F (94.4) / E (45.1) C (29.3) / B (19.4) Virginia Dr. & 1100 Virginia Dr. Western A (4.1) / B (13.8) A (1.7) / B (10.4) A (2.2) / A (9.4) A (2.2) / A (9.4) Driveway A (4.1) / B (13.8) A (1.7) / B (10.4) A (2.2) / A (9.4) A (2.2) / A (9.4) Virginia Dr. & 1100 Virginia Dr. Eastern Driveway A (3.2) / B (16.8) A (1.2) / B (13.1) A (3.4) / B (15.3) A (3.4) / B (15.3) Virginia Dr. & PA Turnpike/Office Center Dr. C (27.1) / D (51.9) B (16.9) / D (42.3) C (20.7) / D (53.2) C (20.7) / D (53.2) Virginia Dr. & Susquehanna Rd. D (51.1) / D (36.8) D (54.0) / C (26.0) E (63.2) / C (28.6) E (63.2) / C (28.6) Virginia Dr/Dreshertown Rd & Limekiln Pike C (24 3) / D (40 3) B (15 1) / C (20 1) B (15 0) / C (21 1) B (15 0) / C (21 1) Virginia Dr./Dreshertown Rd. & Limekiln Pike C (24.3) / D (40.3) B (15.1) / C (20.1) B (15.0) / C (21.1) B (15.0) / C (21.1) North Limekiln Pike & Susquehanna Rd. B (18.3) / B (13.6) B (12.2) / B (12.5) B (12.9) / B (12.8) B (12.9) / B (12.8) South Limekiln Pike & Susquehanna Rd. C (27.1) / D (49.4) C (21.4) / D (35.9) C (22.8) / D (35.5) C (22.8) / D (35.5)

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SLIDE 19

Ne Next St Step eps: s: A Me Measured App pproach ach pp pp

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SLIDE 20

Next Steps – Measured Approach

‐ MI MILEST STONE: ONE: Upper Upper Dublin ublin To Township Consi Consider er Acti Action

  • n to

to Ex Execut ecute Cam Camp Hill ill Rd Rd & Virgin inia ia Dr Dr TE TE‐160 160 Fo Form to to Authoriz Authorize In Installa latio tion of

  • f New

New Tr Traffic Si Signal nal g ‐ Upon Upon Authoriz Authorization, ion, Fo Formalize the the Signaliz Signalized In Intersectio tion Concep Concept and and Submit Submit fo for PennD nnDOT Review view (Assum (Assumed 1 Mo Mont nth Dur Duration)

  • n)

Mo Mont nth Dur Duration)

  • n)

‐MI MILEST STONE: ONE: Response sponse fr from PennDO nnDOT with th either either Concurr Concurrence nce or

  • r Requir

quired additional additional To Township coor

  • rdina

dination. tion. (A (Assumed 3 Mo Mont nth Dur Duration)

  • n)

(A (Assumed 3 Mo Mont nth Dur Duration)

  • n)

‐ Upon Upon co consensus, Desi Design gn and and Pre Prepare Tr Traffic Signal Signal Cons Construction truction Plans Plans wi with PennDO nnDOT Appr Approval al (Assum (Assumed 6 Mo Mont nth Dur Duration/

  • n/ Cons

Construct truct Signal Signal (Assum (Assumed 4 Mo Mont nth Dur Duration)

  • n)

Dur Duration/

  • n/ Cons

Construct truct Signal Signal (Assum (Assumed 4 Mo Mont nth Dur Duration)

  • n)

‐ Mo Monitor tor Tr Traffic Vo Volumes/Distribution at at Pinet Pinetown wn Ro Road & Hi Highl ghland nd Av Avenue (Assum (Assumed 3 Mo Mont nth Dur Duration)

  • n)

1 In In the the Me Meantime me En Enforce In Intersectio tion Sigh Sight Triang iangle le & Im Improve AD ADA Conditions Conditions

  • 1. In

In the the Me Meantime me, En Enforce In Intersectio tion Sigh Sight Triang iangle le & Im Improve AD ADA Conditions Conditions 2.

  • 2. Upda

Update Tr Traffic Signal Signal Wa Warrant Anal Analysis 3.

  • 3. Re

Review if if Land Land Developmen Development is is submit submitted fo for an any GFW GFW pr properties

  • perties tha

that wo would im impac pact the the in intersec ectio tion ‐ MI MILEST STONE ONE – U – Upon cons nstruction truction of

  • f Cam

Camp Hill ill & Virgin inia ia signal signal and and Re Revised Anal Analysis of

  • f Pinet

Pinetown wn & Hi Highl ghland, nd, submit submit the the TE TE‐160 160 Fo Form fo for action action to to ins install all new new signal.

  • signal. (See

(See abo above fo for Assum Assumed Dur Durations)

  • ns)

5/12/2020 UPPER DUBLIN TOWNSHIP 20

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SLIDE 21

Thank Thank Yo You!

Jac Jack Sm Smyth, yth, Jr Jr., ., PE PE Vice Vice Pre President ent B l B l S h S h A i A i I Boles, es, Smy myth Assoc ssociate ates, Inc. nc. 2400 2400 Ches Chestnut tnut Str Street Phi Philadel adelphi phia PA PA 19103 19103 Phi Philadel adelphi phia, PA PA 19103 19103 215 215‐561 561‐2644 2644

5/12/2020 UPPER DUBLIN TOWNSHIP 21