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Pavement  Management

Program

Cinnaminson, NJ

2059 Springdale Road, Cherry Hill, New Jersey 08077

PAVEMENT MANAGEMENT PROGRAM

Background

• Roadways are a vital infrastructure component of every  Municipality.

• The condition of the roadway pavement will deteriorate over  time due to:

• Poor quality of material

• Improper design mix & pavement thickness

• Excessive traffic loads

• Poor subbase material. 

• Without a properly organized road maintenance effort,  pavements may deteriorate at an accelerated rate. 

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PAVEMENT MANAGEMENT PROGRAM

What is a Pavement Management Program?

• A Pavement Management Program is a comprehensive planning tool  to guide the management of roadway maintenance by: 

• Evaluating the existing condition of a roadway,

• determining when a roadway should be treated,

• determining the appropriate treatment for a roadway,

• and determining a budgetary cost for each roadway.

• The program will also serve as a guide to maintain the Townships roads  that are in good condition, while improving the roads that are in poor  condition. 

PAVEMENT MANAGEMENT PROGRAM

Program System – Roadway Evaluations

• Each roadway by evaluated by one individual. This is done to avoid  subjective discrepancies.

• During the evaluation, the following roadway information is collected  on a Roadway Evaluation Form:

• Roadway Length

• Roadway Width

• Type of Curb (if any)

• Sidewalk (if any)

• Curb Ramps (if any)

• Storm Sewer Catch Basins (if any)

• Striping and/or Pavement Markings (if any)

• Roadway Composition

• Road Condition Rating

• Recommended Treatment 3

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PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Rating System

• The Pavement Rating System evaluates the severity & frequency of roadway defects and is used to  determine a roads Road Condition Rating. 

• These defects include:

• Alligator Cracking

• Potholes

• Drainage / Ponding Problems

• Pavement Polishing

• Pavement Distortions

• Transverse / Longitudinal Cracking

• Riding Quality 

PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Alligator Cracking: This condition is characterized by a series of interconnecting cracks that divide  the pavement into many‐sided, sharp‐angled pieces resembling an alligator’s hide. Alligator  cracking usually occurs in wheel paths or other areas subjected to loading. Alligator cracking can  be caused by weakness in the base or sub‐grade, which results in the fatigue failure of the asphalt  concrete surface under repeated loading.

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PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Potholes: This condition is characterized by holes in the pavement surface at least ½” deep and at  least one square foot in surface area. Potholes generally occur when a serious distress, such as  alligator cracking, combines with excess water, freeze‐thaw cycling, and traffic loads. Potholes are  also caused by poor quality hot mix asphalt (low asphalt binder contents or soft aggregate) or  insufficient pavement thickness. These result in localized disintegration of the pavement  materials and the materials are dislodged by traffic.

PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Drainage / Ponding Problems:

This condition is typically characterized by inadequate roadway cross  slopes holding water on a roadway. This can also be contributed to improper shaping of the road; improper  spacing and sizing of drainage inlets, and blocked culverts usually cause poor drainage.

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PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Pavement Polishing:

This condition is characterized by the wearing away of the pavement surface caused  by the dislodging of aggregate particles and loss of asphalt binder. The pavement surface becomes smooth  and rounded (and subsequently slippery) under the action of traffic. Polishing is normally caused by  oxidation of the asphalt binder of the mix, resulting in loss of flexibility and ability to hold the aggregate.

PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Pavement Distortions:

This condition is characterized by the pavement being out of its natural or proper  shape.  Pavement distortions can be caused by base or sub‐grade failure, shoving, or rutting.

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PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Pavement Distortions:

This condition is characterized by visible fractures or separations of the pavement  surface occurring transversely across or longitudinally down the roadway. This cracking may be caused by a  poorly constructed paving joint, shrinkage of the surface due to low temperature, asphalt hardening, or a  reflection crack from an underlying rigid base. 

PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Defects

• Riding Quality: 

This condition is characterized by the feel a driver gets when driving an automobile through  a segment of a roadway at the posted speed limit. If the pavement appeared to be new and there was no  discernible roughness felt in the ride of the vehicle, the pavement smoothness was rated very good. If there  was substantial roughness felt in the ride of the vehicle, and it became necessary to lower the speed of the  vehicle below the posted limit, the pavement smoothness was rated as very poor.

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PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Rating System

• Each of these defects are assigned a numerical  value from zero (0) to five (5).

• Zero (0) = Very Good 

• Five (5) = Very Poor 

• The various numerical values are then used to  calculate the Road Condition Rating 

• The Road Condition Rating can range from zero  (0) to one hundred (100)

PAVEMENT MANAGEMENT PROGRAM

Program System – Pavement Rating System

• Based upon a roadways Road Condition Rating, a recommended treatment & budgetary cost for  improvement is established by utilizing a cost per square yard ($/SY):

• This information is then used to compare & evaluate pavement maintenance priorities across the  entire pavement network within the Township of Cinnaminson.

REPAIR TYPE ESTIMATED COST PER SQUARE YARD (*) CONDITION RATING TO DETERMINE REPAIR TYPE

Microsurface $10.00  100 to 90

Milling & Overlay $35.00  89 to 65

Milling & In‐House Overlay $17.00  89 to 65

Reconstruction $60.00  64 to 0

* Estimated Cost per Square Yard is based off of current cost(s) for roadway construction in 2021

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PAVEMENT MANAGEMENT PROGRAM

Pavement Assessment Map

PAVEMENT MANAGEMENT PROGRAM

2059 Springdale Road, Cherry Hill, New Jersey 08003 15

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RIVERSIDE DRIVE

BERRY ST. WHITMORE ST.

INMAN ST.

ZEISNER ST. KERN ST.

U.N.J.R.R. & C. CO. CAMDEN TO AMBOY MAIN LINE UNION LANDING RD.

ROWLAND

LAND

HUNTER ST.

BANNARD ST.

UNION LANDING ROAD

DAVIS ST.

TURNER

AVE.

JAMES PEAR

AVENUE AVE.

N. BELLEVIEW AVENUE

N. WARRINGTON N. SNOWDEN AVE. N. PLEASANT AVE.

AVE. BROAD

NORTH READ AVENUE

N. RANDOLPH AVE.

N. POMPESS AV.

N. CANAL AV. DELAWARE

DRIVE

INDUSTRIAL HIGHWAY

LAND

S. SNOWDEN AVE.

S. WARRINGTON AVE.

S. RANDOLPH AVE. S. READ AVE. S. BELLEVIEW AVE.

S. POMPESS AVE.

INDUSTRIAL

TAYLOR'S

GARRY ROAD

SURREY LN.

WALLACE

BOULEVARD MAINLINE DRIVE

ARLEIGH

NORTH DRIVE JEFFERY

LA.

CONROW CONROW COURT

CHESTNUT HILL DRIVE BEVERLY ROAD

BRANDEIS COURT

BRANDEIS AVENUE CORNELLAVENUE ANDOVER

COURT

DARTMOUTH AVE.

AVENUE ENDICOTT

WILLOW COURT ANDOVER

ROAD

WILLOW

DRIVE SYCAMORE

TERRACE

FOUNTAIN AVE.

CLOVER DRIVE ARBOR ROAD BUTTONWOOD

LANE

WEDGWOOD

WINDING

BUTTONWOOD LANE

LOCUST HENRY

STREET

EVERGREEN LANE

WOODSIDE

ORCHARD ROAD CHERRY LANE THOMAS

CEDAR STREET BEECHWOOD RD.

RIVERTON - MOORESTOWN ROAD (C.R. 603)

COLES LANE

CYNTHIA COURT

NEW JERSEY STATE HIGHWAY MANOR COLUMBIA

AVE.

JANE ROAD BELL

AVENUE KATHLEEN AVENUE

PARDRIVE GOLFROAD

GREENWOOD AVE.

WOODLAND AVE.

OVERLOOK STREET PARK

AVE.

LINCOLN AVE.

WASHINGTON AVE.

APPLE

LANE WASHINGTON

AVE.

PLUM

LANE

HIGHLAND GOLF ROAD CLEVELAND AVE.

MORGAN AVENUE COLUMBIA

BROMLEY AVENUE PURNELL

AVENUE MELROSE STREET

MONTCLAIR ST.

GARFIELD PARRY AVENUE

COLUMBIA AVE.

HEATHER AVE.

AVENUE BROADWOOD

SYLVANIA AVENUE FRANKLIN

PURNELL AVE.

SHERATON AVE.

WARWICK AVENUE VILLINGER

OAKWOOD DR.

AVENUE

BEECH TREE DRIVE (COUNTY ROUTE NO. 607)

N.J. ROUTE 73

ARCH

ST. OXFORD ROAD FAIRFAX

CUTHBERT ROAD

FAIRFAX DRIVE

GLENVIEW DRIVE BARCLAY ST.

CARLTON AVE.

READ DR.

LOUIS ST.

ESSEX DRIVE

CHALFONT ST.

DIVISION

WEBSTER ST.

CLAY ST.

CALHOUN ST.

JACKSON

ST.

MADISON JEFFERSON ADAMS WASHINGTON

PENNSAUKEN STREET

ST. ST.

ST.

ST.

DELORES DR.

MAUREEN DRIVE

JAN DRIVE

STEPHEN DRIVE CURTIS RD.

AVENUE

CHURCH ROAD (COUNTY ROUTE NO. 607)

FORK LANDING ROAD HOPE LANE

BELMONT HAWTHORN PENBROOK WHITMAN

COURT

HILLTOP ROAD

HERITAGE

MEETING HOUSE RD.

WINDSOR DRIVE

WINDSORCOURT COURT

GLENWOOD ORCHARD WAY

MEETING HOUSE COURT MEETING HOUSE RD.

ST. CHARLES PLACE BRANCH PIKE

WOODVIEW LANE

WINDSOR

AVE. AVE. COLES

PARK AVENUE

FERNWOOD AVENUE MAPLE

FORK LANDING ROAD

O'DONNELL LANE NEW JERSEY STATE HIGHWAY ROUTE 73

FORK LANDING RD.

MAIN ST.

YARMOUTH PLACE

SECOND ST. EXETER

PLACE SMETHWYCKE DRIVE

BERWICK DR.

(C.R. NO. 608)

SEQUOIA DRIVE

GLACIER DRIVE

HASTINGS PL.

DERBY DRIVE BRIGHTON PLACE CAMBORNE PL.

ACADIA

YELLOWSTONE YELLOWSTONE ROAD

VALLEY

FORGE

ROAD SHENANDOAH

ROAD

PINE

CAMBRIDGE LINDA COURT LINDA LN.

CAMBRIDGE COURT HAMILTON

LANE

IVYSTONE

SUSAN DRIVE

SHERWOOD DR.

GRANT LANE

BURGANDY DR.

POMONA HARTFORD DRIVE

LEXINGTON DRIVE CONCORD DRIVE

CONCORD COURT

BURGANDY

SHEFFEILD DRIVE CONCORD DRIVE

LILAC LILAC LN.

WAYWALK HOLLY

LANE

LAUREL DRIVE

HEMLOCK LANE

PLACE

WALNUT PLACE

MAGNOLIA COURT WILLOW DRIVE

BOXWOOD LANE CROSS WALK

FERNWOODPLACE CHESTNUT

FOUNTAIN COURT

EDGEWOOD

LANE NASSAU

ARDEN BELLELN.

CHESTNUT HILL

COURT PARK

COURT WAYNE AVENUE

LAUREL AVENUE

SUSSEX DRIVE CHESTNUT LANE

LAUREL COURT

CHATHAM

DRIVE CHESTNUT

LANE

GEORGIAN

DEVON

ROAD DEVON COURT

PLANTATION DRIVE RIVERTON

WHITE BIRCH DRIVE GREEN

BRIAR LANE

ARBOR

ROAD

ERLINGTON

ROAD (DRIVE) MOUNT

VERNON DR.

MONTICELLO DRIVE

WINDING BROOK

DRIVE SAXONY DR.

NEW ALBANY ROAD WOOD LANE WOOD LA.

COURT

CHAPEL ROAD

CHAPEL COURT

RAVEN

ROAD WHITE BIRCH DRIVE

WINDING BROOK DRIVE

ESSEX COURT

BARTON KILMER CT.

EMERSON THOREAU

FROST RD.

BERGEN

SOMERSET

COURT HUNTERDON

DRIVE MIDDLESEX

DRIVE SALEM DRIVE

COOPER COURTSALEM CT.

BRIGHAM CT.

CARRIAGE WAY

FOXCROFT DRIVE

BARBERRY

MEADOWVIEW

STAG TURN

PHEASANT

DEERFIELD ROAD ROAD

GORGETOWN WELLFLEET

ROAD WATERFORD

DRIVE

WATERFORD COURT BERKSHIRE DR. WOODHAVEN DRIVE

POMONA ROAD

STREET

STREET

ST.

HIGHWAY

CINDEL DR.

CINDEL DR.

LANE

DRIVE

LANE

LANE 15' R.O.W.

AVENUE ROAD

HELEN

AMY WAY LISA WAY BOULEVARD HARBOUR

NATHAN

JASON DRIVE

MAYER RD.

ALEX WAY PERRY WAY

DRIVE

FELA DRIVE

DR.

LANE

AVENUE

AVENUE AVE.

AVENUE LEJUNNE ROAD

DRIVE

ST.

EDGEWOOD

LENOLA

ROAD COURT

COURT COURT

WINDSOR DRIVE

LANE

DRIVE CT.

SOFIA

MOORESTOWN ROAD (C.R. NO. 603) GEORGIAN DR.

PARRY ROAD PARRY ROAD

ROAD

ROAD ROAD

DRIVE DRIVE ROAD

RUN DRIVE WAYNE AVENUE

PADDOCK LANE PADDOCK

EASTON HOST

HOST LA.

WALLIS LANDY'S RED

FOX CIRCLE

RED FOX ROAD

ASCOT

DRIVE KELSO

KEENLAND CT.

LANE CREEK

JERSEY

BELLE DRIVE SARATOGA SPRINGS DR.

BURRELL LANE LANE LANE

ARMSTRONG DR.

COURT

CT.

DRIVE

HARRAWAY

VIEW

YOUR CIRCLE YOUR

WAY LANE

FLORABUNDA DRIVE SOMERSET

DRIVE TAITS

LANE

EMERSON DRIVE

DRIVE POMONA ROAD

COURT DRIVE

DR.

DRIVE

ROAD DRIVE

AVENUE N.J. STATE HWY.

ROUTE NO. 90

STREET

(COUNT ROUTE NO. 543)

(COUNTY ROUTE NO. 606) CINNAMINSON

AVENUE

ROAD

U.S. ROUTE 130

NEW JERSEY

U.S. ROUTE 130 HIGHWAY

STATE

STREET

HELEN DRIVE

OLMSTEAD LANE

WESTFIELD DRIVE

1

PAVEMENT ASSESSMENT MAP

SHEET No. : CHECKED BY : DRAWN BY : DESIGN BY :

DATE :

SCALE :

JP JPB KWB

No.CHKREVISIONDATEBY 6/16/2021 11:53:50 AM ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK E NGINE ERS AND AFF ILI ATE S A RE IN STR UMENT S OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT OR ON A NY OT HER PR OJ EC T. ANY RE US E W IT HO UT WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR R E S U L T I N G T H E R E F R O M . P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

WEB SITE ADDRESS : WWW.RVE.COM (856) 303-1245, FAX (856) 303-1249

Certification of Authorization: 24 GA 28003300

~ENGINEERING EXCELLENCE~

CINNAMINSON, NJ 08077

of

APRIL 2021

1

AS NOTED

TOWNSHIP OF CINNAMINSON TOWNSHIP OF CINNAMINSONBURLINGTON COUNTYNEW JERSEY

PAVEMENT MANAGEMENT PROGRAM

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