Pavement Data Report

New York State Department of Transportation 20 1 4 CONTENTS

Introduction ...... i

Location / Identification ...... ii

Physical Characteristics ...... iii

Traffic Information ...... v

Condition Information ...... v

Other Data ...... ix

Glossary ...... xi

Region/County Abbreviations ...... xii

New York State Parkways by Jurisdiction ...... xiii

Notes for the ...... xiv

Pavement Data Report ...... 1

This report was prepared by Pavement Data Services, New York State Department of Transportation. Inquiries or requests for information should be directed to: Pavement Data Services, NYSDOT, 50 Wolf POD 42, Albany, New York 12232 (518-457-1965). A pdf file of this report is available for download from the Pavement Management page of the Department’s website at www.nysdot.gov. Hard copies of the report are no longer created. 2014 Pavement Data Report for New York State Highways

INTRODUCTION

The New York State Department of Transportation, in cooperation with the U.S. Department of Transportation, collects a variety of information used to assess the condition of pavements and to describe the physical characteristics of roadways. Since 1981, a windshield survey has been used to assign a pavement surface rating (using a 1 to 10 rating scale) to describe the severity and extent of pavement surface distress for each segment of highway. The windshield survey also is used to inventory the physical characteristics of the roadway, such as pavement type, width, and number of . The surface rating survey is conducted annually throughout the summer on 100 percent of the State Touring Route, Reference Route and the New York State Thruway systems.

The Touring Route system consists of numbered highways that are owned by the State, and certain not owned by the State but signed as Touring Route highways for continuity in driving. The Reference Route system (commonly called “900 Routes” because of their numbering convention) is comprised of roads usually owned by the State but are not part of the signed route system. These Special Note: I-86 / Route 17 – The conversion of State Route 17 to highways are typically parkways, service roads, roads no longer part Interstate 86 from the Pennsylvania State Line to I-87 in Rockland of the Touring Route due to realignment, and various other roads County (421 miles) has progressed as follows: under State ownership. The Thruway system, which includes the I-87 and I-90 mainline and several spurs (Garden State 1999 PA State Line to Exit 48 in Steuben County Connector, the Berkshire Spur, and portions of I-95, I-287 and I-190) 2006 Exit 75 to Exit 79 in Broome County is not considered part of the Touring Route, but is integrated in this 2007 Exit 48 in Steuben County to Exit 56 in Chemung County Report for completeness and convenient reference. Additional discussion of the Thruway system can be found in the Appendix. In this Report and the associated data files, the Route 17 sections are listed as an overlap with Route I-86 where the conversions have The Department also collects ride quality (IRI), rut depth and occurred. fault/bump height data, and roadway geometric properties such as radius of curve, cross slope and grade. This data is collected A description of the information contained in the various columns of annually on the Interstates, including the Thruway, and about every this report is presented below. Following the column descriptions is a two to three years on the remainder of the highway network. This list of some items included in the Pavement Data Extract electronic report presents the most recent pavement condition and roadway file but not included in this report due to space limitations. inventory information available for the reporting year.

i LOCATION / IDENTIFICATION 3. County Name (Cnty Name)

1. (Route No.) The three letter abbreviated county name in which the highway section is contained appears in this column. Please refer to the The Route Number contains from one to three numerals and, Glossary for the definitions of the abbreviations. where required, one alphabetic suffix. Some Route Numbers are preceded by ‘US’ for a national route, ‘NY’ for a state route. The 4. Region & County Identification (Reg/Cnty) Glossary contains additional descriptions of this field. The region/county numbers are the one-digit DOT region alpha- 2. Qualifier numeric code with the specific one-digit county numeric code which has been assigned to each county, in alphabetic order Occasionally more than one roadway shares the same US Route within that region. For example, Essex County is identified as 12 number and signing, where one is the "official" route and the (second county in Region 1). It should be noted that since the others serve specialized purposes. To distinguish between the region code is a one-digit code, Region 10 and Region 11 are routes, the route number signing is "qualified" by a special designated as “0” and “N”, respectively. designation such as “Business” or “Truck.” Qualifiers are rare in New York State. An example is the combination of US Route 62 5. County Order (Located on first record of each county) and US Route 62 Business. These are two separate routes with the "Business" qualifier creating the distinction between the two. The county order identification is a two-digit code that is part of The route signing qualifier codes used in this report are: the location referencing system. It is 01 at the beginning of a route in the county in which the route originates and increases by one each time the route crosses a county line, whether it is Code Description entering the county for the first time or has previously traversed 1 No Qualifier that county. When a county line is crossed, the mileage reported on the route is re-zeroed at that point. Therefore, with every 2 Alternate county order change, there will be a re-zeroing of the route 3 mileage.

4 Bypass Business 6. Primary EMP (End Milepoint)

5 Spur The End Milepoint is the length of the route in miles from the 6 Loop beginning of the route or the last county line crossed to the specified location, traveling in the primary direction. 7 Proposed

8 Temporary 7. Reverse BMP (Reverse Milepoint)

9 Truck Route The Reverse Milepoint is the length of the route in miles from the end of the route or the last county line crossed to the specified 10 None of the above location, traveling in the reverse direction.

ii PHYSICAL CHARACTERISTICS 8. End Reference Marker (End Reference Marker) 1. Segment Length (Segment Lgth) Reference markers are small roadside signs used to mark a specific location along a highway. These markers consist of a The segment length is the length of the individual segment green shield with three rows containing up to four characters on expressed in miles and hundredths of a mile. each row. The first row lists the route number when the route was first designated (reference marker characters do not change 2. Total Number of Travel Lanes (Total Lanes) even if the route number is changed). The second row contains the region/county numbers and the county order number. The Listed in this column is the number of travel lanes present on the third row contains the control segment number and the first three roadway in both directions, not including turning lanes, digits of the end milepoint, expressed in tenths of a mile, for that acceleration / deceleration lanes or shoulders. control segment. The control segment is no longer used in the Department’s linear reference system, but the control segment 3. Number of Roadways (Roadways) breaks (at city boundaries) remain part of the historical reference marker designation. The reference marker legends listed in this A roadway is considered divided, and therefore two roadways, if column represent the reference marker nearest to the end of the it has a flush median wider than four feet, another type of median respective section. (see Median Type) or a distinct separation between the travel directions such as one-way through a city. 9. State Highway Number (SH No.) Code Number of Roadways The state highway number is usually the contract number under which a section of highway was originally built, or the number 1 Undivided roadway assigned to a section of highway upon takeover by the 2 Divided roadway Department from another political subdivision. The newest SH numbers are a sequential number by year (e.g., 2008-1). If the 4. Paved Shoulder Width (Paved Shldr Width) route is on a city or village , county or town road, parkway or toll , the following abbreviations are used: The paved shoulder width is the width of the paved area immediately outside (to the right) of the white fog line on the Abbreviation Description pavement. Paved areas of one foot or less are considered to be a paved shoulder width of zero. The area outside the paved area CTYST City Street is described by the Roadside Type code below. VILST Village Street 5. Roadside Type (Roadside Type) CORD County Road The Roadside Type describes the type of surface immediately TNRD Town Road outside the edge of the paved shoulder. A roadside type not PKWAY Parkway requiring mowing is one that is not intended to support vegetation, such as a , paver or other treated BRIDGE Bridge surface. If the shoulder material supports the growth of vegetation, it is designated as “mowing.”

iii 8. Subbase Type (Subbase) A stabilized roadside has been treated by some type of man- made intervention (treated gravel/sand mixtures, etc.), whereas The subbase is the part of the pavement structure lying directly an unstabilized roadside is predominantly loose or naturally below the asphalt or layers. placed materials. Code Subbase Type Code Roadside Type 1 Natural soil, unimproved 0 Curbed, mowing 2 Natural soil, graded and drained 1 Curbed, no mowing 3 Selected soils (not gravel or rock) 12"or less 2 Gutter, mowing 4 Selected soils (not gravel or rock) over 12" 3 Gutter, no mowing 5 Gravel, stone, etc. (12" or less) 4 Stabilized, mowing 6 Gravel, stone, etc. (over 12") 5 Stabilized, no mowing 7 Other (, culverts, etc.) 6 Unstabilized, mowing 7 Unstabilized, no mowing 9. Functional Classification (Funct Class) 8 None The Functional Classification describes the functional characteristics of the highway. 6. Pavement Width (Pvmnt Width)

The Pavement Width is the sum of the width in feet of all travel Code Functional class - Rural lanes in both directions, and the width of all turning lanes and 01 Rural Principal Arterial Interstate acceleration/deceleration lanes. Not included are the Paved 02 Rural Principal Arterial Other Shoulder Width and/or Median Width. 06 Rural Minor Arterial

7. Pavement Type (Pvmnt Type) 07 Rural Major Collector 08 Rural Minor Collector The pavement type describes the general pavement structure 09 Rural Local using the codes listed below.

Code Functional Class - Urban Code Pavement Type 11 Urban Principal Arterial Interstate U Unpaved 12 Urban Principal Arterial - Freeway or Expressway A Asphalt (Flexible) 14 Urban Principal Arterial Other O Overlay (Asphalt over Concrete) 16 Urban Minor Arterial C Concrete (Rigid) 17 Urban Collector B Brick or Block 19 Urban Local

iv INFORMATION 1. Surface Rating (Rating)

1. Annual Average Daily Traffic Volumes - Two Way (AADT) Since 1981, the severity and extent of distress has been assessed using a windshield survey to assign a surface rating The two-way AADT for each section is shown in this column. The and dominant distress to each highway segment. The surface rating is a 1-10 scale where "1" is the worst and "K" or 10 is the AADT volumes in the 2014 publication represent 2013 traffic best. Photographic and verbal scales are used to ensure data. (traffic data typically lags one year behind this report). For consistency between Regions and repeatability over time. In additional information concerning traffic data, contact Traffic general, surface ratings may be categorized as follows: Monitoring at (518) 457-1965.

Values appearing in italics are derived from a past year estimate Rating Condition Description or a projection. Otherwise, the traffic volume shown is an actual 9-10(K) Excellent No significant surface distress traffic count for the segment from the year 2011. 7-8 Good Surface distress beginning to show

6 Fair Surface distress is clearly visible 2. Percentage of Trucks (% Trucks) 1-5 Poor Distress is frequent and severe Shown in the report is the percentage of trucks using the section Under U Not rated due to ongoing work of highway. Construction

3. Volume/Capacity Ratio (V/C Ratio) Technical documentation of the surface rating process, detailed descriptions of each scale value and a discussion of data quality The ability of a highway facility to serve present traffic volume is assurance procedures are available upon request. stated as the volume/capacity (V/C) ratio. The V/C ratio presented in this publication is the highway section's one-way Listed in the Surface Ratings columns of this report are the design hour volume divided by its one-way adjusted rated surface ratings for the current year (in bold text), and the ratings capacity. for the previous four years to provide a view of the recent rating trend.

CONDITION INFORMATION 2. Ride Quality Data (IRI)

Beginning in 2003, pavement ride quality data in the form of the The condition of the pavement on each highway segment is International Roughness Index (IRI) has been collected using a determined by assessing several factors, including: the surface combination of contracted and in-house resources. IRI is rating and dominant distress, ride quality, rutting and faulting. collected annually in both directions on the Interstates, including Each of these factors describes a particular aspect of pavement the Thruway, and approximately every two years on the performance. The (PCI) combines remainder of the NYS Touring Routes and major Reference these individual factors into a single value to describe the overall Routes. By convention, data is collected in the right hand travel pavement condition. A brief description of each factor appears , except in Region 11 (NYC) on roadways with three or more below: lanes, where data is collected in the second lane in an attempt to

v avoid interference with entering and exiting traffic. IRI values may be categorized as follows: 5. Number of Bumps (No. Bumps)

IRI Scale (in/mi) Description Shown in this column are the number of bumps 0.1 inch or greater within the specified segment of highway as detected by < 60 Very Smooth the automated profiling equipment. 61 – 120 Smooth 6. Dominant Distress (Dominant Distress) 121 – 170 Fair A dominant distress is defined as a specific distress symptom 171 – 220 Rough which will trigger a treatment strategy more extensive than the > 220 Very Rough treatment recommended by the surface rating alone. The dominant distresses are related to the pavement type. The following describes the dominant distresses identified as part of The IRI data reported in this publication is originally collected on the windshield surface rating procedure: 0.01 mile increments. The 0.01 mile values within each highway segment are combined using a weighted average for reporting Faulting (F) - Faulting is the vertical displacement of abutting by segment. IRI is calculated using the “Quarter Car Model,” with slabs at transverse joints and mid-slab cracks creating a "step" bridges and railroad crossings included in the reported values. formation in the pavement surface. Faulted pavements cause a Data corrupted by slow collection speed or construction events jarring ride when crossed. Faulting may be identified only on affecting the pavement surface are replaced with ‘0.’ Please Portland Cement Concrete (PCC) pavements. contact the Pavement Management Unit for more information on the International Roughness Index and its uses. Spalling, Isolated (Si) or General (Sg)- Spalling may occur at PCC joints and mid-slab cracks due to excessive compressive 3. Pavement Rut Depth (Rut) stresses shattering the concrete, or randomly over the surface of a slab when corrosion of the reinforcing mesh causes popouts in extent The reported rut depth is the maximum value measured within the concrete surface. The of the distress is described as “isolated” or “general:” the specified segment of highway for either the right or left wheel isolated when the spalling occurs on less path. The measure is collected by an automated scanning laser than 20% of the slabs or joints, and general when more than severity system that measures over 1,000 points across the lane every 20% of the slabs or joints are affected. The of the 6.5 feet of travel. Rut depths are reported in 0.1 inch increments. distress is inferred from the surface rating. Spalling may be The data user is responsible to apply additional defining identified only on Portland Cement Concrete (PCC) pavements. parameters (such as minimum length of rut) as may be specified by the most current AASHTO or ASTM protocols. Alligator Cracking, Isolated (Ai) or General (Ag) - Alligator cracking is load-related distress and therefore may be noted only 4. Average Bump Height (Avg Bump Height) when it occurs in the wheelpaths. Initially, the distress may appear as a single crack in the wheelpath. As the distress Automated profiling equipment is used to measure the average increases in severity and extent, the cracks will become bump (fault) height for each 0.01 mile segment. The weighted interconnected, forming a series of small polygons resembling an extent average of these values is reported for each specified segment alligator's hide. The of the distress is described as “isolated” or “general:” in this report. Bump heights are reported in 0.1 inch increments. isolated when less than 20% of the length

vi of the segment contains the distress and general when more 10. Work Type (Work Type) than 20% of the length of the segment is affected. The severity of the distress is inferred from the surface rating. Alligator Work type codes are used to describe the type of work done on cracking may be identified only in the wheelpaths of Overlaid or a pavement. The codes are intended to be detailed to allow the Flexible pavement types. pavement management system to track the performance of each treatment type over time. New codes can and should be added Widening Drop-off, Low Severity (Wl) or High Severity (Wh) - when new work types are identified. The following codes are Widening drop-off occurs when PCC slabs are overlaid and used to describe the type of work: widened with asphalt. The asphalt overlay may crack and settle at the edge of the underlying slab and create a vertical displacement. It is common to have secondary or multiple cracking in the asphalt overlay along the underlying slab edge. Code Work Type This type of cracking should not be confused with alligator (load- 1 Single course hot mix asphalt overlay, 1" - 1½". related) cracking even though it often occurs in the wheelpath due to unfortunate geometrics. Widening Drop-off is classified as 2 Two course hot mix asphalt overlay, 2" - 3". low severity when the crack at the dropoff becomes moderate in Three course hot mix asphalt overlay, 4" - 6". Note severity, and high severity when the crack is moderate to severe that the thicknesses given for single, two and three and a significant height differential is detectable. Widening drop- 3 course overlays are to be used as a guide only. For off may be identified only on Overlaid pavements. example, if a two course overlay was placed a total of 4” thick, then it would be coded as a 2, not a 3. 7. Pavement Condition Index (PCI) Mill and Fill: The top course is removed and replaced 4 The Pavement Condition Index (PCI) combines surface rating, with essentially no change in final thickness. dominant distress, ride quality, rut depth and faulting into a single Mill and Fill: The top course is removed and replaced value to represent a broader assessment of pavement condition. 5 and an additional overlay is added. The PCI is calculated by starting with a perfect score of 100 and subtracting deduction points for each distress based on the Cold-In-Place Recycling with single course overlay. distress type and severity. A separate publication is available CIPR is a process in which a portion of an existing that describes the details for the calculation of PCI. bituminous pavement is milled, the reclaimed material 6 is mixed with new binder and, in some instances, 8. Year of Last Crack Seal (Yr Last Crack Seal) virgin aggregates. The resultant blend is used as a base for a subsequent overlay. Shown in this column is the 4-digit year when the last crack seal was applied to a highway pavement segment. 7 Cold-In-Place Recycling with multiple course overlay.

9. Year of Last Work (Yr Last Work) Crack and Seat Pavement Rehabilitation: The slabs of an existing concrete pavement are broken into smaller 8 Shown in this column is the year in which the latest pavement pieces (but not to rubble) and the pavement is work (most likely one of the Work Types below) was performed overlaid with one or more courses of hot mix asphalt. on the highway section.

vii Code Work Type Code Work Type 6.3 mm Overlay: Hot mix asphalt with small aggregate Pavement Reconstruction by Rubblizing. An existing 18 that is placed 1” thick or less. concrete pavement is reduced to rubble and a new 9 pavement structure, either HMA or PCC, is Multi-course saw and seal: Two or more courses of constructed on top. hot mix asphalt are placed on an existing pavement; 20 saw cuts are made on the pavement surface over the Pavement Construction and Reconstruction: New locations of underlying joints or transverse cracks and pavement on new alignment, or the existing pavement then sealed with crack sealant. 10 is completely removed and a new pavement structure Single Course Overlay with Truing & Leveling: A thin is built. 21 scratch course is placed prior to the hot mix overlay to reestablish pavement profile and cross slope. Permanent Pavement Repairs on asphalt pavement, Hot-in-Place Recycling: A recycling process that softens the existing asphalt with heat, remixes the or on concrete pavement without diamond grinding: 24 Includes partial depth replacement, occasional full asphalt with new material as needed and replaces the 12 depth replacement, permanent spall/ repair, asphalt on the pavement. joint repair; does not include temporary “throw and go” White Topping (bonded concrete overlay on asphalt): pothole patching. 25 A relatively thin (4”-6”) layer of PCC is placed on top of existing asphalt pavement. Concrete Pavement Restoration (CPR): permanent pavement repairs with diamond grinding, including Unbonded Concrete Overlay: A new concrete overlay 13 partial and full depth replacement, dowel bar retrofit, 26 placed directly on top of an existing concrete cross stitching and other permanent joint and spall pavement. repairs. Bonded Concrete Overlay: A new concrete pavement 27 constructed over an existing concrete pavement, with Surface Treatment, Chip Seal / Oil and Stone: A thin a flexible (asphalt) interlayer. treatment where a pavement surface is sprayed with 14 asphalt and then immediately covered with aggregate Grinding Only: Usually performed on PCC, but can be and rolled. 28 used on asphalt pavement as well to improve ride quality. Slurry Seal: A mixture of slow setting emulsified Mill and Fill w/ Joint Repair: Top course removed, PCC 15 asphalt, well graded fine aggregate, mineral filler and 34 joints repaired when required, and top course replaced water. with essentially no change in final thickness. Multi-Layer Mill and Fill w/ Joint Repair: Top course Microsurfacing: A mixture of polymer modified asphalt 35 16 emulsion, mineral aggregate, mineral filler, water and removed, PCC joints repaired when required, and other additives, mixed and spread with a paver. top course replaced and additional layer(s) placed.

88 Unknown. Paver Placed Surface Treatment (Nova Chip): Fine- graded hot mix usually placed at very high Other Treatments not fitting into another Work Type. 17 temperatures, and includes admixtures such as 99 This could include anything from shim courses, rut rubber and other chemicals. filling without overlay, etc. viii Last Overlay Thickness The thickness of the last overlay based OTHER DATA on an assumption from the Work Type unless more definite information is available.

This section contains a list of data items contained in the PG Binder The assumed PG binder used in the asphalt mix Pavement Data Extract electronic file but because of space based on geographic location. limitations are not published in this report. More detailed descriptions of this information are contained in the NYSDOT Base Layer The additional permeable drainage material used Network Level Pavement Condition Assessment manual, between the pavement layer and the sub-base. available from Pavement Data Services. Median Type A description of the device or area that separates GIS Route Code The concatenation of the Route designation, the travel directions. Region-County code and County Order. Median Width The actual median width in feet as observed in Route Signing Identifies the type of route classification of the the field. highway, such as Interstate, US route, New York route, county, town, etc. Longitudinal Grade The maximum grade (vertical slope) of the highway within the specified highway segment. Begin/End Description A referenced location or landmark associated with the begin/end milepoint of a segment. Radius The minimum radius of curve occurring within the segment. GPS Coordinates The UTM X-Y coordinates at the end milepoint of each rating segment. Area The extent of land development in the area through which the roadway passes. Date/Time Stamp The date and time the segment was rated. Culture The type of community in which the highway passes. Residency The DOT residency to which the highway segment is assigned for maintenance responsibility. Passing Sight Distance The actual passing sight distance as determined by pavement markings in the direction traveled. Number of Travel Lanes – Primary The number of travel lanes in the Primary (northbound or eastbound) direction. Parking The percentage of available parking along the segment of highway. Pavement Width – Primary The total width of pavement in the Primary direction, including travel lanes, turning lanes and Highway Access Control The type of entrance control on the acceleration/deceleration lanes. highway.

Pavement Layer Type The general pavement structure. National Highway System An interconnected system of high priority routes. Pavement Layer Thickness The thickness of the total pavement layer above the subbase. Owning Jurisdiction The owner of the highway.

ix Maintenance Jurisdiction The agency responsible for maintaining the highway. Adjusted Rated Capacity A calculation to estimate the capacity of a highway segment. Overlap Number A numeric designation for overlapping routes which identifies all the segments of all routes contributing to a Maximum Bump Height The maximum bump occurring in the particular overlap. segment.

Route Overlap Status Identifies the segments of lower Right/Left Wheelpath Maximum Rut Depth The maximum rut hierarchy (secondary) routes that overlap with a higher level depth measured in the segment for each wheelpath. State route. Surface Scores SS_1 – SS_10 Surface Ratings for each of the Actual % Trucks Percent of the AADT volume that are trucks prior 10 years. as determined from the most recent classification count for the station associated with the segment. Posted Speed The posted speed limit for the highway segment.

Average % Trucks Percent of the AADT volume that are trucks DOT ID A unique identification number for each route or based on the regional Functional Class average. roadway in the highway inventory.

Actual Percent Year The year in which a classification count GIS ID Code used for GIS; comprised of the DOT ID plus was taken. County Order added as a suffix.

Tandem Truck Designation Describes access restrictions for Station The traffic count station number associated with the tractor trailer combinations greater than 65 feet, tandem trailers segment. and other specified large truck–trailer combinations. Couplet ID Identifies segments that are part of a couplet. Design Hour Volume, One Way The peak direction of the thirtieth highest hourly two-way traffic volume for the current year.

x GLOSSARY Parkways are legislatively designated highways with special operating and physical characteristics, most notably the restriction of all trucks, buses and other large vehicles, and Touring route numbers are assigned to highways by either commonly, additional attention to aesthetic features such as the federal or state governments for use by the motoring mountable , grassy areas and special visual features public (for example, US Route 20 or NY Route 5). These on bridges. The route numbers used to designate parkways routes are generally state owned and NYSDOT maintained, are similar to those used for reference routes except that the although some sections may be owned and/or maintained by third character of the route number is a 7, 8 or 9. A list of the other state agencies or local governments. parkways and their ownership and maintenance responsibility is provided at the end of the Glossary. Reference routes are generally state owned, Department of Transportation maintained highways without assigned Service Roads primary function to collect and distribute touring route numbers. For record keeping purposes these traffic between local streets and freeway interchanges. routes are assigned a four character alpha/numeric Maintenance of service roads may be the responsibility of designation. The first character is 9, the second character either State forces or local governments. Service roads are designates the NYSDOT Region, the third character is a numbered in the same manner as reference routes except numeric from 0 through 6, and the fourth character is that the third position must be a "6" and the fourth position alphabetic. an alphabetic.

xi Region /County Abbreviations and Numbers Region 6 ...... 6 Region 1 ...... 1 Allegany County ALG ...... 61 Albany County ALB ...... 11 Chemung County CMG ...... 62 Essex County ESX ...... 12 Schuyler County SHY ...... 63 Greene County GRN ...... 13 Steuben County STU ...... 64 Rensselaer County REN ...... 14 Yates County YAT...... 66 Saratoga County SAR ...... 15

Schenectady County SCH ...... 16 Region 7 ...... 7 Warren County WAR ...... 17 Clinton County CLN ...... 71 Washington County WSH ...... 18 Franklin County FRK ...... 72 Jefferson County JEF ...... 73 Region 2 ...... 2 Lewis County LEW ...... 74 Fulton County FUL ...... 21 St. Lawrence County STL ...... 75 Hamilton County HAM ...... 22 Herkimer County HRK ...... 23 Region 8 ...... 8 Madison County MAD ...... 24 Columbia County COL ...... 81 Montgomery County MTG ...... 25 Dutchess County DUT ...... 82 Oneida County OND……………………..26 Orange County ORG ...... 83 Putnam County PUT ...... 84 Region 3………………………………………………………………..3 Rockland County ROC...... 85 Cayuga County CAY ...... 31 Ulster County ULS...... 86 Cortland County COR ...... 32 Westchester County WST...... 87

Onondaga County ONO ...... 33 Region 9 ...... 9 Oswego County OSW ...... 34 Broome County BRM...... 91 Seneca County SEN ...... 35 Chenango County CHN ...... 92 Tompkins County TOM ...... 36 Delaware County DEL...... 93 Region 4 ...... 4 Otsego County OTS ...... 94 Genesee County GEN ...... 41 Schoharie County SCO ...... 95 Livingston County LIV ...... 42 Sullivan County SUL...... 96 Monroe County MNR ...... 43 Tioga County TIO...... 97

Ontario County ONT ...... 44 Region 10 ...... 0 Orleans County ORL ...... 45 Nassau County NAS ...... 03 Wyoming County WYO ...... 46 Suffolk County SUF ...... 07 Wayne County WYN ...... 47 Region 11 ...... N Region 5 ...... 5 Bronx County BNX ...... N1 Cattaraugus County CAT ...... 51 Kings County KGS ...... N2 Chautauqua County CHA ...... 52 New York County NY...... N4 Erie County ERI ...... 53 Queens County QNS ...... N5 Count NIA………………………. Niagara 54 Richmond County RCH ...... N6

xii NEW YORK STATE PARKWAYS BY JURISDICTION Owned by other Agency, Maintained by NYSDOT (cont.)

957B 3 South Parkway 3 Route No. Parkway Name 957C West River Parkway 958A 3 Robert Moses State Parkway Spur 4 Owned and Maintained by NYSDOT 987A Lake Welch Parkway 987C 4 Palisades Interstate Parkway 4 907C 1 Belt System - Shore Parkway 987E Seven Lakes Parkway 907D 1 Belt System - Southern Parkway 907K Cross County Parkway 907L 1 Franklin D. Roosevelt Drive Owned and Maintained by NYC 907M Grand Central Parkway 907P Harlem River Drive 907A Belt System - Cross Island Parkway 907V 1 Henry Hudson Parkway 907B Belt System - Laurelton Parkway 907C 1 Belt System - Shore Parkway 907W (Westchester) 1 908F 1 Mosholu Parkway 907D Belt System - Southern Parkway 908H 1 Ocean Parkway (NYC) 907F Bronx Pelham Parkway 909C Richmond Parkway 907H Bronx River Parkway (NYC) 3 947A Lake Ontario State Parkway (NYSDOT & OP&R) 907J Cross Bay Parkway 907L 1 Franklin D. Roosevelt Drive 987D Saw Mill River Parkway 1 987F Sprain Brook State Parkway 907V Henry Hudson Parkway 987G Taconic State Parkway 908A Hutchinson River Parkway (NYC) 908F 1 Mosholu Parkway 987H Bear Mountain State Parkway 1 908H Ocean Parkway (NYC) 908L Shore Front Parkway

Owned by other Agency, Maintained by NYSDOT Owned and Maintained by other State agency 907E 3 Bethpage State Parkway 2 908B Jackie Robinson (Interborough) Parkway 5 3 NY431 Veteran’s Memorial Highway (Whiteface Mtn.) 908C Loop Parkway 5 3 917A Prospect Mountain State Parkway 908E Meadowbrook State Parkway 6 3 982L Garden State Parkway Connector 908G Northern State Parkway 3 908J Robert Moses 3 908K Sagtikos/Sunken Meadow State Parkway 3 Notes: 908M Southern State Parkway 1 3 Shared ownership NYSDOT/NYC 908T Wantagh State Parkway 2 3 Owned by (NYC), maintained by NYSDOT 909D Ocean Parkway (Nassau, Suffolk) 3 3 Owned by Office of Parks, Rec, & Historic Preservn (OP&R) 909E Bay Parkway – Section of Ocean Parkway 4 3 Owned by Palisades Interstate Parkway Commission (PIP) 948A Lake Ontario State Parkway Spur 5 3 Owned by Dept of Environmental Conservation (DEC) 957A Robert Moses State Parkway 6 NYS Thruway Authority

xiii Notes for the New York State Thruway

The Department and the New York State Thruway Authority work 4) Niagara Section: cooperatively to collect the same data and coding set on the Thruway  I-190: Buffalo City Line (Exit 53) to Niagara Expressway. as is collected on the New York State highway network. The Thruway collects surface rating and dominant distress using a Thruway-staffed 5) Garden State Parkway Connector: rating team, and the Department collects IRI, rut and fault/bump data  Rte. 982L: NJ State Line to Thruway Mainline Exit 14A. on the Thruway under a shared services agreement. This cooperative approach produces compatible data sets that promote information 6) Cross-Westchester Expressway: sharing and collaboration between the two agencies.  I-287: Start of overlap with I-87/Thruway Mainline to I-95.

The windshield and profiler surveys are conducted in both directions of the Thruway mainline and spurs, however only the northbound and eastbound data are included in this report. For consistency, the Section Terminal Name Abbreviation Thruway milepost references for this data have been converted to the NYSDOT county-based referencing convention. The corresponding Mainline New York City Line NYL Thruway mileposts can be inferred from the data in the Reference Yonkers Toll Barrier YB Marker column of the Report. Tappan Zee Bridge Toll Barrier TB Tappan Zee Bridge TZB Note that the increasing mileposts of the I-90 and 915H portions of the Spring Valley Toll (Commercial only) SVB Thruway mainline are in the westbound direction, and increasing Woodbury Toll Barrier WOB mileposts for the Garden State Parkway Connector are in the Williamsville Toll Barrier WVB southbound direction, which are contrary to the direction of NYSDOT Lackawanna Toll Barrier LB county-based milepoint convention. The increasing directions of the Ripley Toll Barrier RB other Thruway sections are consistent with the NYSDOT convention. Pennsylvania State Line PSL

The Thruway system is comprised of the following sections: Berkshire Canaan Toll Barrier CTB Massachusetts State Line MSL 1) Mainline Portion:  I-87: NYC Line to Albany Exit 24 northbound off-ramp. New England New Rochelle Toll Barrier NBR  I-90: Pennsylvania State Line to Exit 24. Connecticut State Line CSL  Rte. 915H: Mainline from Albany Exit 24 eastbound I-90 off- ramp to Albany Exit 24 southbound I-87 on-ramp. Niagara Buffalo Toll Barrier (removed in 2007) BTB Black Rock Toll Barrier (removed in 2007) BRB 2) Berkshire Section: Tonawanda Toll Barrier TTB  Rte. 912M: Exit 21-A (I-87) to Exit B-1. Niagara Toll Barrier NBS  I-90: Exit B-1 to Massachusetts State Line Robert Moses Parkway RMP Niagara Expressway NE 3) New England Section:  I-95 Bruckner Expressway to Connecticut State Line. Garden State New Jersey State Line NJSL Parkway Conn.

xiv

2014 Pavement Data Report

New York State Touring Routes New York State Reference Routes New York State Thruway

23/042:07:50PM 12/30/2014 US 9 US 9 US 9 US 9 US 9 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 US 1 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 00.80 00.55 00.43 00.43 00.00 07.62 07.62 07.08 07.08 05.44 05.44 04.01 04.01 03.83 03.83 03.51 03.16 02.71 02.71 01.36 01.21 01.21 00.74 00.74 00.61 00.07 00.07 00.00 01.34 01.34 01.21 01.16 01.16 00.90 00.80 00.80 00.71 00.59 00.49 00.46 00.43 00.43 00.00 Primary EMP

02.66 02.91 03.03 03.03 03.46 00.00 00.00 00.54 00.54 02.18 02.18 03.61 03.61 03.79 03.79 04.11 04.46 04.91 04.91 06.26 06.41 06.41 06.88 06.88 07.01 07.55 07.55 07.62 00.00 00.00 00.13 00.18 00.18 00.44 00.54 00.54 00.63 00.75 00.85 00.88 00.91 00.91 01.34 Reverse BMP E FORDHAMRD END 1/95IOLAPWEBSTERAVE 95IX1M21012 JEROME AVE ACC I87MAJDEGANEXPY 95IX1M21000 NY/Bronx CoLine NY/Bronx CoLine 95IX4M11012 95IX4M11011 ACC HARLEMRIVERDRIVE 95IX4M11010 95IX4M11007 BROADWAY 178THST 95IX4M11006 END 1/9/95IOLAPSTART1/95I 95IX4M11005 NJ LINEGWBRSTART1/9/I95OLAP Marker End Reference 95IX4M11007 95IX4M11006 END 1/9/95IOLAP START1/95IOLAP 95IX4M11005 NJ LINEGWBRSTART1/9/95OLAP Bronx/West CoLine RT 22PROVOSTAVE GUN HILLRD PELHAM PKWYBOSTONPOSTRDRT907F RT 907HBRONXRIVERPKWYSOUTH EXPWY EXPWY EXPWY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST AUTH AUTH AUTH AUTH AUTH AUTH AUTH AUTH 60-5 60-5 60-5 60-3 60-3 60-1 SH No. 0.10 0.03 0.03 0.43 0.25 0.12 0.43 0.54 1.64 1.43 0.18 0.32 0.35 0.45 1.35 0.15 0.47 0.13 0.54 0.07 0.13 0.05 0.26 0.10 0.09 0.12 Segment

Lgth. PHYSICAL CHARACTERISTICS 8 8 8 8 8 9 8 4 4 4 6 6 6 4 4 4 6 6 6 6 6 8 8 8 8 8 Total Lanes 2 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 Roadside Type 96 96 96 96 96 99 96 48 60 60 66 66 66 66 60 60 72 72 72 72 96 96 98 96 96 96 Pvmnt Width O O O O O O O O O O O O O O O O O O O C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 5 5 5 5 Subbase 11 11 11 11 14 14 11 14 14 14 14 14 14 14 14 14 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=01 County Order=01 County Order=02 296900 296900 296900 296900 296900 296900 296900 134490 134490 134490 133992 147757 147757 112098 296900 296900 296900 22650 24540 15433 51364 40378 40378 40378 19283 19283

AADT TRAFFIC 10 10 10 10 07 07 10 07 07 07 07 07 07 07 07 07 10 10 10 10 10 10 10 10 10 10

2.75 0.81 0.99 0.51 1.55 1.15 1.15 1.65 0.37 0.37 0.94 0.94 1.58 1.54 1.92 1.44 1.10 1.10 1.10 1.10 1.10 1.10 1.10 2.75 %Trucks

V/C Ratio

6 6 6 6 6 6 6 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2010 6 6 6 6 7 6 6 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2011 Rating 6 6 6 6 7 6 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2012 6 6 6 6 7 6 6 6 6 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2013 CONDITION INFORMATION 6 6 6 6 7 6 6 6 6 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2014 256 286 175 435 383 326 222 219 260 250 269 254 240 326 279 312 217 317 191 203 316 212 212 175 60 IRI (in/mi) 0.3 0.3 0.3 0.4 0.7 0.8 0.2 0.6 0.6 0.3 0.3 0.4 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.1 0.2 0.3 0.3 0.3 0.3 0.3 Rut (in) 0.0 0.0 0.3 0.4 0.4 0.5 0.4 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.6 0.5 0.4 0.3 0.4 0.5 0.2 0.5 0.5 0.3 0.3 0.3 Avg. Bump Height (in)

46 22 29 15 65 43 11 49 42 33 19 19 10 34 13 17 29 No. Bumps 9 4 7 6 2 2 6 2 2 Ag Ag Ag Ag Si Ai Si Ai Ai Ai Ai Ai Si Si Si Si Si Dominant Distress 40 34 45 24 25 22 22 26 27 60 60 91 18 24 28 43 36 43 44 45 35 28 24 29 29 44 PCI

Yr Last WORK Crack Seal 94 94 07 73 96 96 73 91 73 13 13 13 71 71 71 07 07 07 07 07 07 07 07 07 07 07 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 12 12 12 12 12 1 2 2 2 1 1 1 1 1 1

1 Work Type 23/042:07:50PM 12/30/2014 NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 US 9 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N1 N1 N1 N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N1 N1 Reg./Cnty 04.45 03.90 03.87 03.87 03.64 03.47 03.47 03.27 03.16 02.91 02.91 02.81 02.43 02.43 01.79 01.79 01.23 01.23 00.66 00.66 00.53 00.53 00.22 00.22 00.00 02.58 02.58 01.78 01.78 01.48 01.08 00.82 00.82 00.24 00.00 03.46 03.46 02.92 02.61 02.15 02.15 01.68 00.80 Primary EMP

08.57 09.12 09.15 09.15 09.38 09.55 09.55 09.75 09.86 10.11 10.11 10.21 10.59 10.59 11.23 11.23 11.79 11.79 12.36 12.36 12.49 12.49 12.80 12.80 13.02 00.00 00.00 00.80 00.80 01.10 01.50 01.76 01.76 02.34 02.58 00.00 00.00 00.54 00.85 01.31 01.31 01.78 02.66 Reverse BMP CHAMBERS ST MURRAY ST LIBERTY ST RT 478ISTART9A Bronx/West CoLine START 9/9AOLAPH.H.PKY VAN CORTLANDSOUTH NY/Bronx CoLine NY/Bronx CoLine DYCKMAN ST ACC BROADWAY178THST Marker End Reference 42ND ST 34TH ST 23RD ST 14TH ST 10TH ST CANAL STHOLLANDTUNNELEXIT CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST 94-11 94-11 94-11 94-11 94-11 94-11 94-11 94-11 94-11 94-11 94-11 SH No. 0.31 0.46 0.47 0.88 0.55 0.03 0.23 0.17 0.20 0.11 0.25 0.10 0.38 0.64 0.56 0.57 0.13 0.31 0.22 0.80 0.30 0.40 0.26 0.58 0.24 0.54 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 8 8 8 4 4 4 2 2 6 4 Total Lanes 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 68 60 60 60 48 48 48 48 48 48 48 48 48 48 48 72 96 96 96 70 70 70 60 60 80 68 Pvmnt Width O O O O O O O O O O O O C C C C C C C C C C C C C C Pvmnt Type 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 7 Subbase 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Funct Class County Order=01 County Order=02 102358 102358 102358 102358 102358 102358 102358 102358 102358 31471 31471 22574 22574 64782 64782 64782 64782 64782 64782 15402 20445 20445 20445 13143 13143 31471

AADT TRAFFIC 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07

3.35 3.35 3.35 3.35 3.35 3.53 3.53 3.53 3.84 2.71 2.71 1.88 1.44 1.44 1.44 0.42 0.57 0.57 1.15 1.39 0.48 0.99 0.99 0.99 1.10 1.10 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 5 5 6 6 2010 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 2011 Rating 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 2012 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 2013 CONDITION INFORMATION 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 2014 345 351 335 289 338 319 297 342 245 263 296 330 418 299 241 261 272 336 391 476 432 319 207 0 0 IRI (in/mi) 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.4 0.4 0.7 0.7 0.3 0.4 0.5 0.4 0.4 0.4 0.8 0.6 0.4 Rut (in) 0.0 0.0 0.0 0.0 0.3 0.3 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 0.0 0.0 Avg. Bump Height (in) 109 107 234 130 106

91 38 25 18 38 55 80 51 13 41 36 15 71 71 91 65 39 No. Bumps 5 3 8 9 Ag Ag Ag Ag Ag Si Si Si Si Si Si Si Si Si Si Si Si Si Si Ai Ai Dominant Distress 49 49 49 50 49 49 49 50 49 51 50 50 49 48 49 42 41 52 48 55 58 23 23 15 24 34 PCI

Yr Last WORK Crack Seal 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 85 85 98 98 73 73 73 73 73 73 73 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99

2 Work Type 23/042:07:50PM 12/30/2014 NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 Reg./Cnty 12.80 12.74 12.35 12.18 12.18 12.17 12.15 12.05 11.96 10.61 10.59 10.39 10.39 10.19 10.14 10.14 09.87 09.49 09.49 08.10 07.74 07.69 07.69 06.56 06.56 05.86 05.76 05.73 05.73 05.71 05.62 05.44 05.42 05.42 05.38 05.25 05.04 04.73 04.66 04.64 04.54 04.50 04.50 Primary EMP

00.22 00.28 00.67 00.84 00.84 00.85 00.87 00.97 01.06 02.41 02.43 02.63 02.63 02.83 02.88 02.88 03.15 03.53 03.53 04.92 05.28 05.33 05.33 06.46 06.46 07.16 07.26 07.29 07.29 07.31 07.40 07.58 07.60 07.60 07.64 07.77 07.98 08.29 08.36 08.38 08.48 08.52 08.52 Reverse BMP EXIT 13ACCW158THST 907VX4M11112 907VX4M11094 ACC W125THST ACC W96THST 907VX4M11082 W 79THSTUNDER 907VX4M11072 9AX4M11069 72ND STEXIT9START9A/907VOLAPHENRYHUDSONPKWY 55TH ST Marker End Reference DYCKMAN STUNDER 907VX4M11138 EXIT 15ACCRIVERSIDEDR 907VX4M11121 907VX4M11119 EXIT 14ACCRT95IGEORGEWASHINGTONBRIDGE PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST SH No. 0.07 0.02 0.10 0.04 0.05 0.06 0.39 0.17 0.01 0.02 0.10 0.09 1.35 0.02 0.20 0.20 0.05 0.27 0.38 1.39 0.36 0.05 1.13 0.70 0.10 0.03 0.02 0.09 0.18 0.02 0.04 0.13 0.21 0.31 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 4 4 4 6 6 6 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 48 48 48 72 72 72 72 72 72 72 72 72 72 48 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O C C C C C C C C C C C C C C C C Pvmnt Type 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 7 7 7 Subbase 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class 102358 102358 102358 102358 102358 131229 131229 131229 132490 132490 129214 129214 123195 123195 123195 123195 123195 114632 114632 102358 102358 102358 102358 68800 68800 68800 68800 68800 68800 81529 81529 81529 81529 81529

AADT TRAFFIC 04 04 07 07 07 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 04 04 04 04

1.91 0.83 1.91 2.83 1.21 1.11 1.11 2.83 1.21 1.21 1.66 1.11 1.62 1.62 1.64 1.64 1.64 1.63 1.51 1.51 1.51 1.51 1.51 0.91 0.91 1.35 1.35 1.35 3.18 3.18 3.18 3.35 3.35 3.35 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2010 7 7 7 7 7 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2011 Rating 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2012 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 7 7 7 7 7 7 6 6 5 5 5 5 5 5 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2014 200 117 114 220 197 199 244 211 174 188 252 249 248 250 250 275 296 317 281 226 226 258 337 396 370 352 313 60 60 60 60 60 60 92 IRI (in/mi) 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.5 0.5 0.8 1.0 1.0 1.0 0.7 0.7 0.4 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.2 Rut (in) 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.3 0.3 0.3 0.4 0.6 0.3 0.2 0.0 0.3 0.2 0.4 0.5 0.6 0.6 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Avg. Bump Height (in) 298 161

13 55 16 62 18 11 10 16 16 No. Bumps 0 0 0 0 0 2 9 1 6 3 5 0 2 0 0 4 2 3 6 9 4 6 6 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Si Si Si Si Si Si Si Si Si Si Dominant Distress 92 92 92 92 92 91 32 46 43 34 10 13 13 10 21 36 30 24 40 41 52 52 52 52 49 50 51 51 50 49 49 49 49 49 PCI

Yr Last WORK Crack Seal 14 14 14 14 14 14 83 83 83 83 83 85 85 85 85 85 85 85 85 85 85 85 85 95 95 96 96 96 96 96 96 94 94 94 Yr Last Work 12 12 12 12 12 12 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99

3 Work Type 23/042:07:50PM 12/30/2014 NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 9A NY 25 NY 25 NY 25 NY 25 NY 25 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 24 NY 22 NY 22 NY 22 NY 22 NY 22 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 00.78 00.33 00.30 00.28 00.00 01.92 01.92 01.91 01.90 01.90 01.89 01.81 00.99 00.92 00.92 00.72 00.72 00.00 00.36 00.36 00.19 00.19 00.00 03.25 03.25 02.45 02.45 02.33 02.33 01.89 01.03 01.03 00.64 00.54 00.41 00.30 00.24 00.24 00.00 13.02 13.02 12.82 12.80 Primary EMP

00.00 00.45 00.48 00.50 00.78 00.00 00.00 00.01 00.02 00.02 00.03 00.11 00.93 01.00 01.00 01.20 01.20 01.92 00.00 00.00 00.17 00.17 00.36 00.00 00.00 00.80 00.80 00.92 00.92 01.36 02.22 02.22 02.61 02.71 02.84 02.95 03.01 03.01 03.25 00.00 00.00 00.20 00.22 Reverse BMP HILLSIDE AVE Bronx/West CoLine EAST 233RDST RT 1 Bronx/West CoLine START 9/9AOLAP 907VX1M21022 END 9A/907VOLAP&RT9OVER 907VX1M21022 907VX1M21017 RIVERDALE AVEOVER 907VX1M21009 907VX1M21004 KAPPOCK STUNDER 907VX1M21002 NY/Bronx CoLine NY/Bronx CoLine 907VX4M11147 907VX4M11145 TOLL BOOTH Marker End Reference 2nd Ave-Manhattan Queens/Nassau CoLine CROSS ISLANDPKWY HEMPSTEAD AVE JAMAICA AVE CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST AUTH AUTH SH No. 0.24 0.20 0.02 0.45 0.03 0.02 0.28 0.01 0.01 0.01 0.08 0.82 0.07 0.20 0.72 0.17 0.19 0.80 0.12 0.44 0.86 0.39 0.10 0.13 0.11 0.06 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 9 9 9 9 6 4 4 4 4 4 4 2 2 2 4 4 4 4 4 4 4 4 4 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 66 72 72 99 99 99 99 72 60 60 60 60 72 50 50 30 40 70 66 66 66 66 66 66 66 66 Pvmnt Width O O O O O O O O O O O O O O O O O O O C C C A A A A Pvmnt Type 5 5 5 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 Funct Class County Order=02 County Order=01 County Order=01 County Order=01 183098 183098 183098 183098 67149 68800 68800 46246 46246 46246 43318 43318 43318 14595 24155 12814 17034 15402 68539 67149 67149 67149 67149 67149 67149

AADT TRAFFIC 00 00 00 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 00 00 00 00 00 00 00

2.50 2.50 2.50 2.50 1.37 1.96 1.37 1.37 1.37 1.37 0.71 0.54 0.67 1.33 0.42 0.90 0.90 1.12 1.12 1.12 1.12 1.25 0.88 0.83 1.91 %Trucks

V/C Ratio

6 6 6 6 6 6 6 6 6 6 6 6 5 5 7 7 7 7 7 7 7 7 7 7 7 7 2010 6 6 6 6 6 6 6 6 6 6 6 6 5 5 7 7 7 7 7 7 7 7 7 7 7 7 2011 Rating 6 6 6 6 6 K K K K K K K 5 5 7 7 7 7 7 7 7 7 7 7 6 6 2012 6 6 6 6 9 9 9 9 9 9 9 9 5 5 7 7 7 7 7 7 7 7 7 7 6 6 2013 CONDITION INFORMATION 6 6 6 6 9 9 9 9 9 9 9 9 5 5 7 7 7 7 7 7 7 7 7 7 7 7 2014 243 214 228 257 436 436 405 484 272 253 241 286 192 160 202 157 159 140 191 263 60 60 60 60 60 60 IRI (in/mi) 0.2 0.2 0.2 0.4 0.0 0.0 0.3 0.3 0.8 0.4 0.6 0.6 0.4 0.3 0.7 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.0 0.0 Rut (in) 0.4 0.4 0.4 0.4 0.0 0.0 0.4 0.4 0.4 0.3 0.4 0.5 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.0 0.0 Avg. Bump Height (in) 107

37 59 18 29 26 17 18 37 13 41 28 19 13 30 No. Bumps 1 3 0 0 2 1 4 6 5 0 0 Ag Si Ai Ai Ai Ai Ai Dominant Distress 45 46 45 39 98 98 59 59 83 56 50 85 14 30 43 38 49 60 49 63 68 73 59 49 92 92 PCI

Yr Last WORK Crack Seal 93 93 93 93 12 12 12 12 12 12 12 12 85 52 85 85 73 73 73 73 73 73 73 99 14 14 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 12 12 2

4 Work Type 23/042:07:50PM 12/30/2014 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 NY 25 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 12.47 12.47 12.45 11.73 11.73 11.41 11.41 10.28 09.80 09.69 09.69 09.33 08.22 08.22 07.75 07.75 07.43 07.10 07.10 06.05 06.05 06.02 04.75 04.74 04.74 04.67 03.80 03.50 03.02 03.02 03.01 02.98 02.97 02.85 02.48 02.04 02.04 00.83 00.83 00.35 00.10 00.00 00.78 Primary EMP

01.13 01.13 01.15 01.87 01.87 02.19 02.19 03.32 03.80 03.91 03.91 04.27 05.38 05.38 05.85 05.85 06.17 06.50 06.50 07.55 07.55 07.58 08.85 08.86 08.86 08.93 09.80 10.10 10.58 10.58 10.59 10.62 10.63 10.75 11.12 11.56 11.56 12.77 12.77 13.25 13.50 13.60 00.00 Reverse BMP RT 908BINTUNIONTPKE(INTERBOROUGHPKWY) INT YELLOWSTONEBLVD LIE RT495IOVER 278I BQEUNDER ROOSEVELT AVE JACKSON AVE NY/Queens CoLine NY/Queens CoLine Marker End Reference RT 25BBRADDOCK AVE RTS 24&I295 FRANCIS LEWISBLVD 173 ST HILLSIDE AVE RT I678VANWYCKEXPWY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST SH No. 0.48 0.25 0.10 0.02 0.72 0.32 1.13 0.48 0.11 0.36 1.11 0.47 0.32 0.33 1.05 0.03 1.27 0.01 0.07 0.87 0.30 0.48 0.01 0.03 0.01 0.12 0.37 0.44 1.21 Segment

Lgth. PHYSICAL CHARACTERISTICS 10 9 9 9 4 4 4 4 4 4 4 4 6 6 6 9 9 9 9 6 6 9 9 9 9 9 9 8 6 Total Lanes 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 110 99 99 99 68 68 68 66 66 66 75 75 88 88 88 99 99 99 99 60 60 99 99 99 99 99 99 99 60 Pvmnt Width O A A A A A A A A A A A A A A A A A A A A A A A A A A A A Pvmnt Type 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Subbase 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Funct Class County Order=02 180112 180112 180112 28557 28557 28557 28412 28412 28412 28412 28412 17759 31127 31127 32700 48625 48625 48625 48625 48625 48625 48625 51820 51820 51820 51820 51820 51820 51820

AADT TRAFFIC 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07

1.03 1.03 1.03 0.86 0.86 0.86 0.86 0.86 0.56 0.98 0.98 0.82 0.95 0.95 0.95 1.24 1.24 0.95 0.95 1.10 1.10 1.10 1.10 1.10 1.10 1.44 2.50 2.50 2.50 %Trucks

V/C Ratio

8 8 6 6 7 6 6 6 6 6 6 5 5 5 6 7 7 6 6 6 6 6 6 6 6 7 6 7 7 2010 7 7 6 6 K K U U 6 6 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 6 6 6 2011 Rating 7 7 6 6 9 9 9 9 6 6 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 6 6 6 2012 7 7 K 6 8 8 8 8 6 6 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 6 6 6 2013 CONDITION INFORMATION 6 6 9 5 7 7 7 7 6 6 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 6 6 6 2014 354 438 365 489 491 467 376 410 395 500 399 255 245 274 246 220 261 238 226 243 264 287 211 246 254 144 60 60 IRI (in/mi) 0.3 0.8 0.7 0.7 0.8 0.9 0.6 0.4 0.7 0.7 1.5 1.1 1.0 1.1 0.2 0.2 0.7 0.4 3.9 0.5 1.1 1.1 1.1 1.0 1.0 0.9 1.0 0.6 0.2 Rut (in) 0.3 0.3 0.3 0.4 0.4 0.3 0.4 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.0 0.0 0.0 0.4 0.4 0.4 0.3 0.4 0.4 0.5 Avg. Bump Height (in) 341 182 187 136 123

99 17 49 14 14 43 93 68 84 14 60 30 20 27 99 No. Bumps 5 4 2 3 2 4 1 9 8 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Dominant Distress 36 25 49 8 77 42 44 85 15 17 15 5 5 5 29 33 19 25 17 21 17 17 17 16 16 31 32 33 62 PCI

Yr Last WORK Crack Seal 87 87 13 88 11 11 12 12 92 91 91 91 91 91 91 08 08 91 86 91 91 91 91 91 90 90 52 52 93 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 2 1 1 4 4 1

5 Work Type 23/042:07:50PM 12/30/2014 NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25 NY 25 NY 25 NY 25 NY 25 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 10.41 09.86 09.86 09.85 09.53 09.53 07.12 07.07 06.54 06.51 06.42 06.42 06.23 06.04 05.85 05.82 05.80 05.66 05.64 05.51 05.51 05.48 04.59 04.54 03.17 03.17 03.16 03.12 01.56 01.22 01.04 01.02 01.02 00.72 00.38 00.38 00.16 00.00 13.60 13.60 13.54 13.54 12.90 Primary EMP

02.01 02.56 02.56 02.57 02.89 02.89 05.30 05.35 05.88 05.91 06.00 06.00 06.19 06.38 06.57 06.60 06.62 06.76 06.78 06.91 06.91 06.94 07.83 07.88 09.25 09.25 09.26 09.30 10.86 11.20 11.38 11.40 11.40 11.70 12.04 12.04 12.26 12.42 00.00 00.00 00.06 00.06 00.70 Reverse BMP RT 907MUNDERGRANDCENTRALPKWY RT 278IBQEOVER RT 25OVERQUEENSBLVD JACKSON AVE OFF-RAMP 495IQUEENSMID-TOWNTUNNEL Queens/Nassau CoLine CROSS ISLANDEXP Marker End Reference CLEARVIEW EXPWY FRANCIS LEWISBLVD RT I678OVERVANWYCKEXPWY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST SH No. 0.06 0.64 0.43 0.55 0.01 0.32 2.41 0.05 0.53 0.03 0.09 0.19 0.19 0.19 0.03 0.02 0.14 0.02 0.13 0.03 0.89 0.05 1.37 0.01 0.04 1.56 0.34 0.18 0.02 0.30 0.34 0.22 0.16 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 4 4 4 4 4 6 6 6 6 6 6 5 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 4 Total Lanes 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 60 60 68 60 60 60 84 84 84 84 84 84 72 48 48 48 48 48 60 60 60 60 60 60 60 60 77 66 66 66 66 66 66 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C A A A Pvmnt Type 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 16 16 Funct Class County Order=01 36582 16750 16750 33856 42984 42984 50324 50324 50324 50324 50324 99718 99718 99718 99718 99718 99718 99718 99718 33290 33290 33290 33290 43151 43151 43151 43151 43151 43151 18993 18993 6443 6443

AADT TRAFFIC 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 05 05

1.48 1.66 1.66 1.16 1.16 1.16 1.16 1.16 2.33 2.33 3.35 3.35 3.35 3.35 3.35 3.35 1.45 1.45 1.45 1.45 1.62 1.62 1.62 1.13 1.13 1.62 0.60 0.60 0.23 0.23 1.47 1.03 1.03 %Trucks

V/C Ratio

8 8 8 6 6 6 6 6 6 8 6 6 6 6 6 6 6 6 6 7 7 7 7 6 6 6 6 6 6 6 6 6 8 2010 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 2011 Rating 6 6 6 6 6 6 6 6 6 6 K K 6 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 2012 6 6 6 6 6 6 6 6 6 6 9 9 9 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 2013 CONDITION INFORMATION 6 6 6 6 6 6 6 6 6 6 9 9 9 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 6 2014 311 499 367 363 327 293 249 329 300 362 253 289 314 334 431 426 415 387 387 407 418 401 388 357 436 308 456 373 60 60 60 IRI (in/mi) 1.1 0.4 0.4 1.1 0.6 0.4 0.2 0.2 0.3 0.4 0.5 0.1 0.1 0.2 0.2 0.2 0.2 0.4 0.3 0.8 0.3 0.3 1.1 0.7 0.9 0.9 0.9 0.6 0.3 0.2 0.3 0.7 0.5 Rut (in) 0.3 0.4 0.4 0.4 0.6 0.4 0.7 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.3 0.4 0.7 0.7 0.5 0.4 0.4 0.0 0.4 0.4 0.5 0.4 0.3 0.5 0.4 Avg. Bump Height (in) 520 127 309 500 102 111

73 36 56 13 41 91 53 20 27 53 59 67 46 11 10 87 No. Bumps 1 6 2 6 4 2 5 4 1 4 8 Ag Ag Ag Ai Ai Ai Ai Ai Ai Ai Ai Ai Si Si Ai Ai Ai Ai Ai Ai Ai Ai Ai Ai Ai Ai Si Ai Dominant Distress 15 30 30 22 24 31 37 35 33 30 88 98 98 44 44 34 35 30 33 22 33 33 22 22 22 22 22 24 33 73 54 8 25 PCI

Yr Last WORK Crack Seal 90 90 90 90 90 90 90 90 92 94 12 12 13 94 94 94 94 90 90 90 90 90 90 90 90 90 90 90 99 93 99 63 63 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 2 2 2

6 Work Type 23/042:07:50PM 12/30/2014 NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25B NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 25A NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N5 N5 N5 N5 Reg./Cnty 02.93 02.89 02.84 02.70 02.70 02.48 02.36 02.18 02.08 01.98 01.96 01.71 01.71 01.61 01.61 01.47 01.06 01.06 00.95 00.30 00.28 00.18 00.00 02.41 02.41 01.69 01.69 01.26 01.25 01.20 01.20 01.19 00.51 00.51 00.30 00.00 12.42 12.42 11.76 10.98 10.96 10.96 10.91 Primary EMP

05.45 05.49 05.54 05.68 05.68 05.90 06.02 06.20 06.30 06.40 06.42 06.67 06.67 06.77 06.77 06.91 07.32 07.32 07.43 08.08 08.10 08.20 08.38 00.00 00.00 00.72 00.72 01.15 01.16 01.21 01.21 01.22 01.90 01.90 02.11 02.41 00.00 00.00 00.66 01.44 01.46 01.46 01.51 Reverse BMP 27 X2M13010 RT I278ACCRAMPGOWANUSEXPWY Queens/Nassau CoLine LITTLE NECKPKWYUNDER RT 907AUNDERCROSSISLANDPKWY WINCHESTER BLVD RT 25BRADDOCKAVE Queens/Nassau CoLine RT 907AUNDERCROSSISLANDPKWY Marker End Reference FLATBUSH AVE CATON AVE FORT HAMILTONPKWY 27 X2M13006 10TH AVE11THEXIT EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST 57-1 57-1 SH No. 0.66 0.78 0.02 0.05 0.50 0.04 0.05 0.14 0.22 0.12 0.18 0.10 0.10 0.02 0.25 0.10 0.14 0.41 0.11 0.65 0.02 0.10 0.18 0.72 0.43 0.01 0.05 0.01 0.68 0.21 0.30 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 6 6 4 4 2 2 2 2 2 2 2 2 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 Total Lanes 2 1 1 1 1 2 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 Roadways 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 Roadside Type 60 60 60 60 60 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 68 68 68 68 68 68 68 68 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 14 14 14 14 14 14 14 14 Funct Class County Order=01 County Order=01 39790 39790 39790 33856 33856 19549 19549 19549 14614 14614 14614 14614 14614 14614 14614 84690 94622 94622 94575 94575 22549 23880 23880 23880 21718 21718 20220 20220

AADT TRAFFIC 07 07 07 07 07 07 07 07 07 07 07 07 07 04 04 04 04 04 04 04 04 04 04 07 07 07 07 07 07 07 07

0.98 1.14 1.14 1.26 0.72 0.72 0.72 0.72 1.02 1.02 1.02 0.71 0.71 0.72 0.72 0.89 0.89 0.89 0.98 0.81 0.81 0.81 0.90 0.90 0.67 0.67 0.96 0.67 0.67 1.48 1.48 %Trucks

V/C Ratio

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 6 6 6 6 6 6 6 6 6 8 8 2010 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 6 6 6 6 6 6 6 6 6 6 6 6 2011 Rating 6 6 6 6 6 6 6 6 6 6 6 K K K K K K K 7 6 6 6 6 6 6 6 6 6 6 6 6 2012 6 6 6 6 6 6 6 6 6 6 6 9 9 K 9 9 9 9 K K K K K K 6 6 6 6 6 6 6 2013 CONDITION INFORMATION 6 6 6 6 6 6 6 6 6 6 6 9 9 9 9 9 9 9 7 8 9 9 9 9 6 6 6 6 6 6 6 2014 275 536 463 298 457 391 307 305 257 148 103 109 101 123 241 253 474 368 385 371 343 343 407 60 60 60 60 60 60 0 IRI (in/mi) 0.3 0.3 0.4 0.6 0.4 0.4 0.4 0.4 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.4 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.5 1.6 0.4 0.4 1.2 Rut (in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.2 0.3 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.5 0.4 0.4 0.4 Avg. Bump Height (in) 102

30 13 10 13 18 25 21 10 25 64 52 95 59 No. Bumps 4 8 8 5 5 1 5 6 3 1 8 6 0 3 1 1 4 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Ai Ai Dominant Distress 61 26 24 17 23 24 23 30 37 35 29 96 77 88 86 90 85 65 44 95 97 97 97 92 23 23 20 15 23 23 15 PCI

Yr Last WORK Crack Seal 90 90 90 90 90 90 90 90 71 71 71 12 12 12 12 12 12 12 13 13 13 13 13 13 83 83 07 07 07 90 90 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 4 4 4 4 4 4 4 2 2 2 2 2 2 1 1 1

7 Work Type 23/042:07:50PM 12/30/2014 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 NY 27 87 I 78 I 78 I 78 I 78 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS BNX NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N1 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 00.00 00.90 00.90 00.78 00.00 06.95 06.95 06.34 06.34 05.03 04.74 04.67 04.41 04.11 04.02 03.89 03.38 03.21 02.88 02.12 01.92 01.55 01.41 01.19 01.07 01.06 01.02 00.90 00.84 00.83 00.33 00.33 00.00 08.38 08.38 07.76 06.41 06.41 05.19 05.19 04.68 04.68 04.64 Primary EMP

08.70 00.00 00.00 00.12 00.90 00.00 00.00 00.61 00.61 01.92 02.21 02.28 02.54 02.84 02.93 03.06 03.57 03.74 04.07 04.83 05.03 05.40 05.54 05.76 05.88 05.89 05.93 06.05 06.11 06.12 06.62 06.62 06.95 00.00 00.00 00.62 01.97 01.97 03.19 03.19 03.70 03.70 03.74 Reverse BMP S CONDUIT/78TH 78 THSTQUEENSCOLINE 78 THSTQUEENSCOLINE PENNSYLVANIA AVE ROCKAWAY PKWY KINGS HIGHWAY Marker End Reference I-278 BRUCKNER EXPY ACC RT478IEND RT78I NJ HOLLANDTUNNEL Queens/Nassau CoLine BROOKVILLE BLVD CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST AUTH AUTH SH No. 1.22 0.51 0.04 1.71 0.12 0.78 0.61 1.31 0.29 0.07 0.26 0.30 0.09 0.13 0.51 0.17 0.33 0.76 0.20 0.37 0.14 0.22 0.12 0.01 0.04 0.12 0.06 0.01 0.50 0.33 0.62 1.35 Segment

Lgth. PHYSICAL CHARACTERISTICS 9 9 6 2 4 4 4 4 4 4 4 4 4 3 3 3 4 3 3 2 2 3 3 3 2 3 3 3 4 6 9 9 Total Lanes 2 2 1 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 Roadside Type 99 99 72 72 44 44 44 40 40 44 44 40 44 33 33 30 44 33 33 25 25 33 33 33 24 33 33 30 44 72 99 99 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 14 14 14 14 11 11 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 14 14 14 14 14 14 14 14 14 Funct Class County Order= 01 County Order=01 County Order=02 43820 25676 19549 19549 93300 93300 59332 45558 45558 45558 45558 45558 45558 41430 41430 41430 41430 41430 41430 41430 41430 41430 41430 41430 41430 73513 73513 73513 92962 40201 35912 35912

AADT TRAFFIC 07 07 07 07 10 10 07 07 07 07 07 07 07 07 07 07 07 07 07 04 04 04 04 07 07 07 07 07 07 07 07 07

2.03 2.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.49 2.49 3.01 1.56 2.08 2.08 2.56 2.56 0.66 0.66 1.67 4.99 1.67 1.67 2.02 2.18 1.25 0.56 0.56 0.79 0.73 0.34 0.98 %Trucks

V/C Ratio

7 7 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6 6 5 U 7 7 2010 7 7 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 K 7 7 6 6 2011 Rating 7 7 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 7 7 6 6 2012 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6 7 7 6 6 2013 CONDITION INFORMATION 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 K 6 7 7 6 6 2014 243 122 288 247 267 255 233 302 186 283 218 223 310 242 244 316 263 269 194 274 274 168 249 249 250 378 463 274 230 369 60 0 IRI (in/mi) 2.0 2.6 0.6 0.4 0.7 0.4 0.4 0.4 0.4 0.6 0.6 0.4 0.5 0.3 0.3 0.2 0.3 0.4 0.3 0.2 0.2 0.2 0.5 0.5 0.6 1.9 0.0 1.1 1.7 0.5 0.5 1.1 Rut (in) 0.4 0.3 0.4 0.4 0.5 0.4 0.4 0.5 0.3 0.5 0.4 0.4 0.3 0.4 0.4 0.6 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.0 0.4 0.0 0.0 0.0 0.0 Avg. Bump Height (in) 100 126 165

10 32 31 23 21 40 18 25 17 56 50 86 28 35 29 13 46 25 84 64 15 No. Bumps 3 3 6 2 7 2 0 9 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Ai Ai Si Si Si Si Ai Ai Ai Ai Dominant Distress 42 65 28 25 16 24 25 23 30 18 20 25 20 28 38 38 37 37 29 27 27 37 29 29 26 20 100 25 26 65 22 15 PCI

Yr Last WORK Crack Seal 73 73 97 93 93 93 93 93 93 94 94 94 94 94 94 94 94 94 69 94 94 71 71 71 90 90 14 11 90 90 90 90 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 1 1 4 1

8 Work Type 23/042:07:50PM 12/30/2014 95 I 95 I 95 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I 87 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N4 N4 N4 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 00.43 00.43 00.00 08.70 08.70 07.55 07.55 07.21 07.21 07.09 06.88 06.88 06.57 06.11 05.92 05.53 04.76 04.76 04.46 04.27 03.85 03.40 03.40 03.31 03.21 03.00 02.83 02.44 02.44 02.38 02.06 01.67 01.18 01.18 01.17 01.15 01.15 01.02 00.56 00.56 00.42 00.23 00.19 Primary EMP

00.91 00.91 01.34 00.00 00.00 01.15 01.15 01.49 01.49 01.61 01.82 01.82 02.13 02.59 02.78 03.17 03.94 03.94 04.24 04.43 04.85 05.30 05.30 05.39 05.49 05.70 05.87 06.26 06.26 06.32 06.64 07.03 07.52 07.52 07.53 07.55 07.55 07.68 08.14 08.14 08.28 08.47 08.51 Reverse BMP 87IX1M11048 87IX1M11044 87IX1M11038 ACC 95ICROSSBRNXEPY 87IX1M11034 87IX1M11030 87IX1M11028 ACC MACOMBSDAMBRIDGE 87IX1M11024 87IX1M11021 87IX1M11017 ACC EAST138THST 87IX1M11012 ACC GRANDCONCOURSE 87IX1M11011 87IX1M11010 ACC WILLISAVE 87IX1M11006 87IX1M11002 Marker End Reference END 1/9/95IOLAP START1/95IOLAP 95IX4M11005 NJ LINEGWASHINGTON BRRT1/9/95OLAP Bronx/West CoLine 87IX1M11084 ACC EAST233ST 87IX1M11075 ACC HENRYHUDSONPKWY 87IX1M11071 ACC VANCORTLANDPARK 87IX1M11067 87IX1M11065 87IX1M11055 ACC WFORDHAMRD AUTH 54-5 54-5 52-1 54-3 54-3 53-3 53-3 53-3 54-6 54-6 54-6 54-6 54-4 54-4 54-4 54-4 54-6 53-4 53-4 49-2 50-2 49-1 49-1 53-1 53-1 58-1 58-1 58-1 58-4 58-4 SH No. 0.46 0.14 0.19 0.04 0.19 0.43 1.15 0.34 0.12 0.21 0.31 0.46 0.19 0.39 0.77 0.30 0.19 0.42 0.45 0.09 0.10 0.21 0.17 0.39 0.06 0.32 0.39 0.49 0.01 0.02 0.13 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 8 6 6 6 6 6 6 6 6 6 6 6 6 5 5 6 5 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 Paved Shldr Width 4 4 4 1 1 1 4 4 4 4 4 4 4 4 4 4 1 1 4 4 4 4 4 4 4 4 1 1 1 1 1 Roadside Type 72 72 72 72 72 96 72 72 72 72 72 72 72 72 72 72 72 72 72 72 86 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order= 01 114913 296900 109743 125665 125665 135250 135250 135250 135250 128966 128966 128966 128966 128966 103836 103836 103836 103836 114913 93352 93352 93352 93352 84599 99632 99632 90293 90293 90293 92809 92809

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

2.75 0.59 0.39 0.48 0.48 0.70 0.70 1.31 1.31 1.31 1.31 1.14 1.14 1.14 1.14 1.14 1.21 1.21 1.21 1.21 0.96 0.96 1.29 1.29 0.58 0.71 0.71 0.71 %Trucks

V/C Ratio

6 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 2010 6 7 7 7 7 7 7 7 7 7 7 7 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 2011 Rating 6 K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K 2012 6 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 2013 CONDITION INFORMATION 6 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 2014 175 144 106 129 114 131 138 114 102 112 224 153 223 219 174 138 138 172 153 212 349 334 282 76 73 74 80 82 83 76 79 IRI (in/mi) 0.3 0.4 0.5 0.1 0.1 0.1 0.5 0.5 0.2 0.2 0.2 0.3 0.2 1.2 0.1 0.1 0.2 0.1 0.5 0.8 0.8 0.7 0.7 0.2 0.2 0.8 0.8 0.7 0.7 0.7 0.7 Rut (in) 0.3 0.3 0.6 0.0 0.0 0.0 0.3 0.3 0.0 0.5 0.0 0.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.3 0.4 0.0 0.0 0.3 0.3 0.4 0.5 0.4 0.5 Avg. Bump Height (in)

29 45 15 30 19 17 11 25 13 No. Bumps 2 9 0 0 0 2 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 3

Dominant Distress 46 89 72 91 86 89 76 74 87 90 94 86 94 47 95 95 93 96 85 65 50 50 58 82 82 58 65 51 48 48 49 PCI

Yr Last WORK Crack Seal 07 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Yr Last Work 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

9 Work Type 23/042:07:50PM 12/30/2014 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 04.47 04.47 04.37 04.36 04.09 03.71 03.71 03.22 03.09 03.00 03.00 02.92 02.67 02.63 02.63 02.58 02.56 02.54 01.86 01.86 01.74 01.68 01.36 01.21 01.21 00.74 00.74 00.61 00.07 00.07 00.00 01.34 01.34 01.21 01.16 01.16 00.90 00.80 00.80 00.71 00.59 00.49 00.46 Primary EMP

06.18 06.18 06.28 06.29 06.56 06.94 06.94 07.43 07.56 07.65 07.65 07.73 07.98 08.02 08.02 08.07 08.09 08.11 08.79 08.79 08.91 08.97 09.29 09.44 09.44 09.91 09.91 10.04 10.58 10.58 10.65 00.00 00.00 00.13 00.18 00.18 00.44 00.54 00.54 00.63 00.75 00.85 00.88 Reverse BMP ACC CROTONAAVE 95IX1M21018 95IX1M21016 END 1/95IOLAPWEBSTERAVE 95IX1M21012 JEROME AVE ACC I87MAJDEGANEXPY 95IX1M21000 NY/Bronx CoLine NY/Bronx CoLine 95IX4M11012 95IX4M11011 ACC HARLEMRIVERDRIVE 95IX4M11010 95IX4M11007 BROADWAY 178THST 95IX4M11006 Marker End Reference ACC I678 95IX1M21043 95IX1M21040 WESTCHESTER AVE 95IX1M21035 95IX1M21030 RT 907HBRONXRIVERPKWYUNDER 95IX1M21029 I895 SHERIDANEXPWYUNDER 95IX1M21026 EXPWY EXPWY AUTH AUTH AUTH AUTH AUTH 69-1 69-1 49-1 53-2 52-1 52-1 49-5 49-5 49-2 49-2 49-2 49-2 49-2 56-1 56-1 56-1 58-2 58-2 60-5 60-5 60-5 60-3 60-3 60-1 SH No. 0.09 0.12 0.10 0.03 0.03 0.10 0.01 0.27 0.38 0.49 0.13 0.09 0.08 0.25 0.04 0.05 0.02 0.02 0.68 0.12 0.06 0.32 0.15 0.47 0.13 0.54 0.07 0.13 0.05 0.26 0.10 Segment

Lgth. PHYSICAL CHARACTERISTICS 8 8 8 8 8 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 16 10 10 10 10 10 10 10 10 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 4 1 1 4 4 4 4 4 1 1 1 1 1 1 4 4 4 4 4 4 4 4 1 1 1 1 Roadside Type 96 96 96 96 96 48 48 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 96 96 98 96 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O C C C C C Pvmnt Type 5 5 5 5 5 5 7 7 5 5 5 5 5 5 5 5 5 5 7 5 5 5 5 5 5 5 5 5 7 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=02 296900 296900 296900 296900 296900 119138 119138 119138 138095 138095 138095 138095 148001 148001 148001 148001 171984 171984 171984 125599 125599 125599 125599 134490 134490 134490 133992 147757 147757 112098 296900

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

2.01 2.01 1.34 1.34 1.42 1.42 1.42 0.84 0.84 0.84 1.04 1.04 1.04 1.04 0.89 0.89 0.89 0.89 0.94 0.94 1.58 1.54 1.92 1.44 1.10 1.10 1.10 1.10 1.10 1.10 1.10 %Trucks

V/C Ratio

6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 2010 6 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6 6 6 6 6 6 6 6 6 6 6 6 2011 Rating 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2012 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2013 CONDITION INFORMATION 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2014 187 179 286 213 288 347 382 210 228 240 234 224 224 257 236 236 236 236 269 254 240 326 279 312 217 317 191 203 316 212 212 IRI (in/mi) 0.4 0.3 0.4 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 1.0 0.7 0.6 1.2 0.1 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.1 0.2 0.3 0.3 0.3 0.3 Rut (in) 0.2 0.3 0.3 0.3 0.3 0.4 0.9 0.3 0.5 0.3 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.4 0.4 0.6 0.5 0.4 0.3 0.4 0.5 0.2 0.5 0.5 0.3 0.3 Avg. Bump Height (in)

48 55 72 21 11 15 52 18 10 19 10 34 13 17 No. Bumps 3 1 5 3 4 1 1 5 3 4 7 6 2 2 6 2 2 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Si Si Si Si Si Dominant Distress 33 38 27 29 29 28 28 33 30 30 30 32 32 16 17 19 17 32 28 61 28 45 31 39 48 46 43 31 27 41 41 PCI

Yr Last WORK Crack Seal 73 73 71 71 71 71 71 71 68 71 71 71 71 71 71 71 93 07 71 71 71 07 07 07 07 07 07 07 07 07 07 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 12 12 12 12 12 1 1 1 1 1 1 10 Work Type 23/042:07:50PM 12/30/2014 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I 95 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 02.74 02.04 02.04 01.80 01.80 01.28 01.28 01.13 01.13 01.06 00.95 00.95 00.00 10.65 10.65 10.32 10.11 10.07 10.07 09.69 09.48 09.48 09.11 08.37 08.37 08.22 08.22 08.11 07.68 07.68 07.65 07.65 07.55 07.32 07.32 05.90 05.90 05.88 05.07 05.07 04.93 04.67 04.67 Primary EMP

06.26 06.96 06.96 07.20 07.20 07.72 07.72 07.87 07.87 07.94 08.05 08.05 09.00 00.00 00.00 00.33 00.54 00.58 00.58 00.96 01.17 01.17 01.54 02.28 02.28 02.43 02.43 02.54 02.97 02.97 03.00 03.00 03.10 03.33 03.33 04.75 04.75 04.77 05.58 05.58 05.72 05.98 05.98 Reverse BMP INTER 14RT908AHUTCHINSONRIVERPKWY E14 0296 INTER 13CONNERST E13 0237 E 0200 INTER 12E222STTOBAYCHESTER E12 0161 INTER 11BARTOWAVE E11 0111 E 0100 INTER 10GUNHILLRD E10 0065 INTER 9RT908AHUTCHINSONRIVERPKWY E 90050 INTER 8B&8CRT907FPELHAMPKWY-STARTNEWYORKSTATETHRUWAYUNDER E 8B0023 I-695 UNDER I-278 ENDCONNECTION ACC I295 Marker End Reference 278IX6M13027 RICHMOND AVE EXIT 278IX6M13020 START 278I/440OLAP 278IX6M13018 RT 440SOUTHEXITWESTSHORE EXPRESSWAY 278IX6M13013 FOREST AVEEXIT 278IX6M13011 TOLL PLAZA 278IX6M13009 NEW JERSEYSTATELINE Bronx/West CoLine E 0354 E 0300 54004 54004 54004 54004 54004 54004 54004 56003 56003 56003 54004 54004 54004 AUTH 60-1 60-1 60-1 60-1 60-1 60-1 59-1 59-1 69-1 69-1 69-1 69-1 SH No. 0.81 0.14 0.26 0.20 0.70 0.24 0.52 0.15 0.07 0.11 0.95 0.33 0.21 0.04 0.38 0.21 0.37 0.74 0.15 0.11 0.43 0.03 0.10 0.23 1.42 0.02 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 4 4 4 6 6 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 Roadside Type 48 48 48 48 72 72 48 48 48 48 48 72 72 72 72 72 72 72 72 72 72 72 72 72 96 96 Pvmnt Width O O O O O O O O O O O O C C C C C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=01 119138 119138 119138 119138 113518 134592 101436 101436 101436 139525 139525 139525 139525 132748 132748 132438 132438 76500 76500 76500 76500 76500 87446 87446 92661 92661

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.80 0.81 1.12 1.12 1.12 2.81 1.18 1.33 1.33 1.33 1.10 1.10 1.15 1.15 1.60 1.60 1.60 1.60 1.64 1.64 1.23 0.55 1.16 2.01 2.01 2.01 %Trucks

V/C Ratio

9 9 9 9 6 6 6 7 7 7 7 7 7 7 7 7 7 9 9 9 6 6 6 6 6 6 2010 8 8 8 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 2011 Rating 7 7 7 6 6 6 6 7 7 8 8 8 7 7 7 8 8 8 8 8 7 7 6 8 6 6 2012 7 7 7 6 6 6 6 7 8 8 8 7 7 8 8 8 8 8 8 9 7 6 6 7 6 6 2013 CONDITION INFORMATION 6 6 6 6 6 6 6 7 7 8 8 7 7 7 7 7 7 7 7 7 7 6 6 7 6 6 2014 179 208 184 204 217 233 256 118 165 102 128 177 195 145 140 178 111 269 226 268 98 93 88 90 84 99 IRI (in/mi) 0.5 0.7 0.4 0.3 0.6 3.4 3.9 0.3 0.2 0.2 0.2 0.4 0.4 0.3 0.3 0.2 0.3 0.3 0.3 1.3 1.4 0.2 0.8 0.1 0.2 0.4 Rut (in) 0.3 0.4 0.4 0.2 0.0 0.0 0.0 0.4 0.3 0.4 0.4 0.4 0.3 0.4 0.3 0.4 0.4 0.6 0.4 0.5 0.3 0.5 0.3 0.2 0.3 0.4 Avg. Bump Height (in)

18 11 17 20 87 27 12 18 16 16 59 15 16 46 32 No. Bumps 5 8 2 5 3 2 7 2 4 7 9 SiF Ag Ag Ag Ag Ag Ai Si Si Si Si Si Si Si Si Si Si Si Ai Dominant Distress 56 39 48 45 20 17 16 64 66 70 71 79 68 67 65 62 68 47 44 53 52 33 49 46 33 27 PCI

Yr Last WORK Crack Seal 10 10 10 10 99 99 73 86 86 86 93 93 93 93 93 87 87 87 87 87 01 01 01 73 73 73 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 11 Work Type 23/042:07:50PM 12/30/2014 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS Cnty Name LOCATION/IDENTIFICATION N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N6 Reg./Cnty 06.26 05.74 05.54 05.44 05.41 05.41 05.37 05.32 04.33 04.33 04.29 03.40 03.36 03.05 03.05 02.85 02.60 02.23 02.23 01.20 01.19 01.19 01.01 00.84 00.56 00.00 09.00 09.00 07.88 07.88 07.78 07.55 07.55 05.70 05.70 04.78 04.78 04.74 03.85 03.85 02.90 02.90 02.74 Primary EMP

06.44 06.96 07.16 07.26 07.29 07.29 07.33 07.38 08.37 08.37 08.41 09.30 09.34 09.65 09.65 09.85 10.10 10.47 10.47 11.50 11.51 11.51 11.69 11.86 12.14 12.70 00.00 00.00 01.12 01.12 01.22 01.45 01.45 03.30 03.30 04.22 04.22 04.26 05.15 05.15 06.10 06.10 06.26 Reverse BMP EXIT 18FTHAMILTONPKWY 92ND STBAYRIDGEEXIT 278IX2M23010 Rich/Kings CoLine Rich/Kings CoLine 278IX6M13089 TOLL PLAZA 278IX6M13078 LILYPOND AVESOUTHBEACHBAYSTEXIT 278IX6M13076 RICHMOND RDHYLANBLVDEXIT 278IX6M13057 SLOSSON AVETODTHILLRDEXIT 278IX6M13048 BRADLEY AVEEXIT 278IX6M13039 END 278I/440OLAPBAYONNEBRIDGEEXIT 278IX6M13029 VICTORY BLVDEXIT Marker End Reference RT 27PROSPECTEXPYEXIT 278IX2M23053 SUNSET PARKINDUSTRIAL38THSTREETEXIT 278IX2M23043 3RD AVEEXIT 278IX2M23030 278IX2M23025 AUTH AUTH AUTH AUTH 60-3 60-3 60-3 60-3 61-1 61-1 61-1 60-2 60-2 60-2 60-2 61-2 61-2 62-3 62-3 62-3 62-3 62-3 62-3 62-3 62-1 62-2 62-2 62-2 60-1 SH No. 0.89 0.95 0.16 0.52 0.20 0.10 0.03 0.04 0.05 0.99 0.04 0.89 0.04 0.31 0.20 0.25 0.37 1.03 0.01 0.18 0.17 0.28 0.56 1.12 0.10 0.23 1.85 0.92 0.04 Segment

Lgth. PHYSICAL CHARACTERISTICS 10 6 6 6 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 9 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 8 8 8 8 0 8 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 Paved Shldr Width 4 4 4 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 4 Roadside Type 110 72 72 72 96 96 96 96 96 96 96 72 72 72 72 72 72 72 72 72 72 99 99 99 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O C C C C C C C C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 5 5 5 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=02 163849 163849 132774 154722 154722 154722 154722 130433 130433 130433 130433 130433 130433 130433 101979 101979 105587 194000 194000 194000 194000 194000 194000 105698 105698 105698 185769 149643 163849

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

1.68 1.51 1.51 1.51 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.72 0.72 0.73 0.80 0.85 2.40 1.50 1.50 1.50 1.50 5.94 2.28 0.81 1.09 1.02 1.02 1.02 1.51 %Trucks

V/C Ratio

8 8 8 8 8 8 8 8 8 8 6 6 8 8 8 7 7 7 7 7 7 7 7 7 6 9 9 9 9 2010 8 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 6 6 7 6 7 7 7 7 2011 Rating 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 2012 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 9 6 6 6 6 7 7 7 7 2013 CONDITION INFORMATION 9 9 9 9 9 9 9 7 7 7 7 7 K K K K K K K 7 9 6 6 6 6 6 6 6 6 2014 295 228 292 250 268 149 359 201 189 155 260 151 131 254 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 IRI (in/mi) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.7 0.3 0.9 0.6 0.3 0.6 0.5 0.5 Rut (in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.4 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.3 0.4 0.3 0.3 0.4 Avg. Bump Height (in) 100

30 37 27 82 21 31 22 25 21 12 No. Bumps 0 0 0 0 0 0 0 2 3 0 0 0 0 0 0 0 0 3 Sg Sg Sg Sg Ag Ag Ag Ag Si Ai Ai Ai Ai Dominant Distress 99 99 99 99 99 99 99 32 34 33 31 33 100 100 100 100 100 100 100 66 98 25 40 31 33 30 37 49 41 PCI

Yr Last WORK Crack Seal 14 14 14 14 14 14 14 09 09 09 71 71 14 14 14 14 14 14 14 73 13 65 65 71 10 10 10 10 10 Yr Last Work 13 13 13 99 99 99 99 99 99 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 12 Work Type 23/042:07:50PM 12/30/2014 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS Cnty Name LOCATION/IDENTIFICATION N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N2 N2 Reg./Cnty 03.98 03.96 03.85 03.42 03.41 03.41 03.28 03.03 03.03 03.00 03.00 02.98 02.88 02.72 02.58 02.43 02.43 01.97 01.95 01.95 01.81 01.64 00.59 00.59 00.00 12.70 12.70 12.21 11.73 11.73 10.84 10.84 10.14 09.90 09.90 08.84 08.37 08.37 08.15 08.15 07.03 07.03 06.37 Primary EMP

01.46 01.48 01.59 02.02 02.03 02.03 02.16 02.41 02.41 02.44 02.44 02.46 02.56 02.72 02.86 03.01 03.01 03.47 03.49 03.49 03.63 03.80 04.85 04.85 05.44 00.00 00.00 00.49 00.97 00.97 01.86 01.86 02.56 02.80 02.80 03.86 04.33 04.33 04.55 04.55 05.67 05.67 06.33 Reverse BMP EXIT 36RT25QUEENSBLVD 278IX5M33016 EXIT 35RT495ILONGISLANDEXPWY 278IX5M33003 QUEENS COLINEKOSKUISKOBRIDGE QUEENS COLINEKOSKUISKOBRIDGE 278IX2M23127 EXIT 33MCGUINNESSBLVDHUMBOLDTST 278IX2M23117 EXIT 32WILLIAMSBURGBRIDGE EXIT 30FLUSHINGAVE 278IX2M23088 EXIT 29AMANHATTANBRIDGE 278IX2M23085 EXIT 28BBROOKLYNBRIDGE 278IX2M23083 EXIT 27ATLANTICAVE 278IX2M23069 Marker End Reference 278IX5M33039 EXIT 4030THAVE 278IX5M33033 EXIT 39GRANDCENTRALPKWY EASTORIABLVD 278IX5M33030 EXIT 38RT25ANORTHERNBLVD 278IX5M33028 EXIT 37ROOSEVELTAVE/BROADWAY 278IX5M33022 EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY EXPWY 78-13 67-3 67-3 67-3 67-1 67-1 67-1 57-1 57-1 57-1 57-1 57-1 57-1 62-2 62-2 SH No. 0.22 1.12 0.66 0.11 0.02 0.11 0.43 0.01 0.13 0.25 0.03 0.02 0.10 0.16 0.14 0.15 0.46 0.02 0.14 0.17 1.05 0.59 0.49 0.48 0.89 0.70 0.24 1.06 0.47 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 4 4 6 6 6 6 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 0 0 0 8 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 48 48 60 60 60 60 48 48 60 60 60 60 60 60 60 60 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O C C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 5 5 5 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=03 100608 136812 136812 136812 123065 124415 124415 124415 124415 124415 148126 186254 186254 122180 122180 122180 122180 122180 51811 51811 51811 51811 51811 51811 95287 95287 95287 95287 95287

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.81 0.81 0.81 0.81 1.02 1.02 0.73 1.49 1.49 1.49 1.49 1.49 0.89 0.89 0.75 0.75 0.75 0.81 0.79 0.79 0.79 0.83 0.83 0.78 0.78 1.38 0.76 2.62 3.36 %Trucks

V/C Ratio

6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 9 8 8 7 7 8 2010 6 6 9 9 9 9 9 9 9 9 9 9 7 7 7 7 7 6 6 6 6 6 6 6 8 8 9 7 8 2011 Rating 6 6 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 5 6 6 6 6 6 6 7 7 7 7 7 2012 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 5 6 6 6 6 8 8 7 7 7 7 7 2013 CONDITION INFORMATION 6 6 7 7 7 7 9 9 9 9 9 9 7 7 7 7 7 5 6 6 6 6 7 8 7 7 9 9 9 2014 299 274 315 351 373 320 223 161 155 262 248 322 312 309 237 122 355 245 223 194 60 60 60 60 60 60 60 60 60 IRI (in/mi) 0.9 0.9 0.5 0.2 0.8 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.6 0.7 0.9 1.0 0.7 0.5 1.2 0.7 0.6 0.8 0.3 0.4 0.0 0.0 0.0 Rut (in) 0.5 0.5 0.3 0.3 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.5 0.4 0.6 0.4 0.5 0.4 0.4 0.6 0.5 0.2 0.3 0.2 0.0 0.0 0.0 Avg. Bump Height (in) 114 100

18 73 19 30 42 12 83 82 57 29 42 12 15 No. Bumps 3 2 0 0 0 0 0 0 2 9 2 0 0 0 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Dominant Distress 19 19 39 41 37 39 99 99 99 99 99 99 35 50 43 26 27 20 22 27 17 39 44 47 38 38 99 99 99 PCI

Yr Last WORK Crack Seal 93 93 11 11 11 11 14 14 14 14 14 14 95 95 88 88 88 88 94 94 94 94 12 12 09 09 14 14 14 Yr Last Work 99 99 13 13 13 13 13 13 13 13 13 13 99 99 99 99 99 99 99 99 99 99 4 4 4 4 2 2 2 13 Work Type 23/042:07:50PM 12/30/2014 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I 278 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N4 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N4 Reg./Cnty 01.30 01.16 00.83 00.81 00.81 00.55 00.42 00.17 00.17 00.13 00.00 05.07 05.07 04.34 02.91 02.48 02.12 02.12 01.71 00.71 00.33 00.27 00.27 00.25 00.25 00.00 01.64 01.64 01.36 01.36 01.10 00.00 05.44 05.44 04.90 04.85 04.85 04.74 04.50 04.11 04.11 04.03 03.98 Primary EMP

04.50 04.64 04.97 04.99 04.99 05.25 05.38 05.63 05.63 05.67 05.80 00.00 00.00 00.73 02.16 02.59 02.95 02.95 03.36 04.36 04.74 04.80 04.80 04.82 04.82 05.07 00.00 00.00 00.28 00.28 00.54 01.64 00.00 00.00 00.54 00.59 00.59 00.70 00.94 01.33 01.33 01.41 01.46 Reverse BMP 287IX1M53021 287IX1M53017 287IX1M53007 EAST 132NDSTBELOW 287IX1M53003 RT 87IMAJORDEEGANEXPWYEXITENDTRIBOROUGHBR 287IX1M53002 NY/Bronx CoLine NY/Bronx CoLine TOLL BOOTHS Queens/NY CoLine Queens/NY CoLine 278IX5M33055 BEGIN TRIBOROUGHBRIDGEAUTHORITY 278IX5M33048 EXIT 3HOYTAVE 278IX5M33044 EXIT 41ASTORIABLVDW Marker End Reference 295IX5M11012 ACC UNIONTPKE 295IX5M11006 GRAND CENTRALPKWY 295IX5M11001 RT 25HILLSIDEAVE RT 95ICROSSBRONXEXPWYEND278I 287IX1M53050 287IX1M53024 EXIT 46RT895ISHERIDANEXPRESSWAY EXPWY EXPWY EXPWY EXPWY EXPWY AUTH AUTH AUTH AUTH AUTH AUTH 61-1 61-1 61-1 61-1 61-1 61-1 61-1 61-1 69-1 66-1 66-1 66-1 60-1 57-3 58-4 58-4 58-4 SH No. 0.24 0.39 0.08 0.05 0.14 0.33 0.02 0.26 0.13 0.25 0.04 0.13 0.73 1.43 0.43 0.36 0.41 1.00 0.38 0.06 0.02 0.25 0.28 0.26 1.10 0.54 0.05 0.11 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 6 6 6 6 8 8 8 8 8 8 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 4 4 4 4 4 4 4 4 6 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 60 60 60 60 72 72 72 72 72 72 72 72 76 74 74 48 48 72 72 72 72 88 96 96 96 96 96 60 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O C C C C A Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=01 County Order=05 County Order=04 103424 103424 103424 103424 101428 101428 101428 117900 117900 164400 164400 164400 164400 164400 68018 68018 68018 53527 53527 53527 23184 23184 94625 99983 99983 99983 99983 99983

AADT TRAFFIC 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.53 0.53 0.53 0.61 0.61 0.16 0.16 0.16 1.08 1.07 1.40 2.09 1.85 1.24 1.37 1.37 1.37 0.83 1.90 3.86 1.61 0.63 0.49 0.78 0.78 0.78 0.78 0.78 %Trucks

V/C Ratio

7 7 7 7 7 7 6 7 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 8 8 6 6 2010 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 6 6 2011 Rating 7 7 7 7 7 7 7 7 7 9 6 6 6 6 6 7 6 6 7 7 7 7 7 7 7 7 6 6 2012 7 7 7 7 7 7 7 7 7 8 6 6 6 6 6 7 6 6 7 7 7 7 7 7 7 7 6 6 2013 CONDITION INFORMATION 7 7 7 7 7 7 7 7 7 8 6 6 6 6 6 7 6 6 7 7 7 6 6 6 6 6 6 6 2014 165 131 217 110 128 143 161 238 178 169 301 280 193 208 255 452 452 299 252 289 170 184 306 260 182 132 265 288 IRI (in/mi) 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.5 0.4 1.1 1.2 1.2 0.5 0.5 0.4 0.9 0.9 0.9 5.3 5.3 3.7 0.3 0.2 0.5 0.9 0.4 1.0 1.0 Rut (in) 0.3 0.3 0.3 0.3 0.0 0.3 0.4 0.3 0.4 0.3 0.4 0.4 0.5 0.4 0.6 0.5 0.5 0.6 0.4 0.4 0.5 0.6 0.0 0.0 0.4 0.4 0.3 0.4 Avg. Bump Height (in) 169

13 16 24 47 48 25 50 34 11 38 38 47 46 24 No. Bumps 6 4 1 1 0 5 2 4 6 7 7 8 6 Ag Ag Ag Ag Ag Ag Ag Ag Si Ai Si Si Ai Si Ai Ai Dominant Distress 64 73 54 78 74 70 67 47 43 57 15 23 28 26 31 30 22 23 41 41 51 39 34 27 29 51 16 16 PCI

Yr Last WORK Crack Seal 08 08 08 08 08 08 88 88 91 11 91 73 95 95 96 96 99 91 99 73 73 94 94 93 93 93 93 93 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 4 4 4 4 4 4 14 Work Type 23/042:07:50PM 12/30/2014 NY 440 NY 440 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I 295 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier RCH RCH QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N6 N6 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N5 N5 Reg./Cnty 00.60 00.00 03.99 03.99 03.46 03.22 03.10 03.08 03.08 03.05 02.71 02.71 02.48 02.31 01.88 01.88 01.83 01.70 01.60 01.53 01.37 01.35 01.21 01.21 00.00 05.80 05.80 05.27 04.95 04.91 04.91 04.78 04.52 04.40 04.33 03.63 03.34 03.07 02.70 02.70 02.52 01.70 01.70 Primary EMP

12.18 12.78 00.00 00.00 00.53 00.77 00.89 00.91 00.91 00.94 01.28 01.28 01.51 01.68 02.11 02.11 02.16 02.29 02.39 02.46 02.62 02.64 02.78 02.78 03.99 00.00 00.00 00.53 00.85 00.89 00.89 01.02 01.28 01.40 01.47 02.17 02.46 02.73 03.10 03.10 03.28 04.10 04.10 Reverse BMP 295IX1M21017 END OFTNECKBRIDGE Queens/Bronx CoLine Queens/Bronx CoLine 295IX5M11058 295IX5M11049 ACC WILLETSPOINTBLVD 295IX5M11047 295IX5M11033 ACC RT25ANRTHRNBLVD 295IX5M11027 295IX5M11019 ACC RT495IL.I.E. 295IX5M11016 Marker End Reference NEW JERSEYSTATE LINEOUTERBRIDGE ACC RT95IEND RT295I 695IX1M11012 LAFAYETTE AVEBR RANDALL AVEBR 695IX1M11002 RAMP/ACC TORT695I EXPWY EXPWY AUTH AUTH AUTH AUTH AUTH AUTH AUTH AUTH AUTH 59-1 59-1 59-1 59-1 59-1 59-1 59-1 59-1 58-2 58-2 58-2 59-2 59-2 59-2 59-2 59-2 59-1 59-1 59-1 58-3 58-3 SH No. 0.37 0.18 0.82 0.40 0.60 0.53 0.24 0.12 0.02 0.03 0.34 0.23 0.17 0.43 0.05 0.13 0.10 0.07 0.16 0.02 0.14 1.21 0.53 0.32 0.04 0.13 0.26 0.12 0.07 0.70 0.29 0.27 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 4 4 4 4 6 6 6 6 6 6 9 9 9 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0 6 6 6 6 6 1 0 0 0 0 Paved Shldr Width 1 1 1 4 1 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 1 Roadside Type 108 108 108 108 108 108 108 72 72 72 72 48 48 48 48 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 5 5 5 5 5 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 7 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order= 01 County Order=02 114400 114400 114400 114400 114400 114400 114400 114400 114400 114400 114400 114400 75777 75777 88865 88865 90356 68922 68922 68922 68922 68922 68922 68922 68922 75777 75777 75777 75777 75777 75777 75777

AADT TRAFFIC 10 10 10 10 04 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

1.56 0.73 0.73 0.73 0.48 0.48 0.48 0.48 0.48 0.48 0.83 0.83 2.78 2.78 2.78 0.93 0.93 1.54 1.54 1.54 1.54 1.04 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.82 0.82 0.53 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 2010 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 2011 Rating 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 2012 6 6 6 6 6 6 9 9 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 6 6 6 6 6 6 9 9 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 2014 237 188 204 222 332 332 285 326 243 243 249 220 276 227 226 304 160 161 146 142 141 174 163 131 60 60 60 60 60 60 83 90 IRI (in/mi) 2.0 0.6 0.6 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.5 3.5 0.3 0.3 1.5 1.1 0.6 0.2 0.5 0.5 0.3 0.2 0.3 0.3 0.3 0.7 0.2 0.2 0.5 Rut (in) 0.6 0.5 0.5 0.5 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.4 0.4 0.3 0.4 0.7 0.8 0.7 0.6 0.6 0.0 0.0 0.3 0.0 0.2 0.3 0.0 0.0 0.4 Avg. Bump Height (in)

16 17 10 10 23 63 34 46 26 No. Bumps 7 2 3 0 0 0 0 0 0 9 3 6 3 4 0 1 2 0 1 6 0 0 4 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Ai Ai Ai Ai Ai Dominant Distress 32 39 21 25 23 23 98 98 98 98 98 98 42 30 32 43 43 17 16 19 30 20 35 50 64 63 63 53 46 77 76 52 PCI

Yr Last WORK Crack Seal 73 71 71 71 71 71 13 13 13 13 13 13 71 71 71 71 71 71 99 99 08 08 08 08 08 08 08 08 08 08 08 08 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 15 Work Type 23/042:07:50PM 12/30/2014 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 NY 440 478 I 478 I 478 I 478 I 478 I 478 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH KGS KGS KGS KGS KGS NY Cnty Name LOCATION/IDENTIFICATION N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N4 N2 N2 N2 N2 N2 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 Reg./Cnty 00.00 00.84 00.84 00.49 00.29 00.00 12.78 12.78 12.52 12.52 12.49 12.12 12.12 12.02 12.00 12.00 11.45 11.33 11.33 10.31 10.31 10.15 10.15 09.45 09.45 09.21 09.21 07.19 07.19 06.27 06.27 04.35 04.02 03.63 03.63 02.05 02.05 01.02 01.02 00.89 00.68 00.67 00.67 Primary EMP

01.57 00.00 00.00 00.35 00.55 00.84 00.00 00.00 00.26 00.26 00.29 00.66 00.66 00.76 00.78 00.78 01.33 01.45 01.45 02.47 02.47 02.63 02.63 03.33 03.33 03.57 03.57 05.59 05.59 06.51 06.51 08.43 08.76 09.15 09.15 10.73 10.73 11.76 11.76 11.89 12.10 12.11 12.11 Reverse BMP FOREST AVEEXIT 440 X6M11113 END 278I/440OLAPBAYONNEBRIDGEEXIT 278IX6M13029 VICTORY BLVDEXIT 278IX6M13027 RICHMOND AVEEXIT 278IX6M13020 START 278I/440OLAP 440 X6M11090 EXIT 8SOUTHAVE 440 X6M11071 EXIT 7VICTORYBLVD 440 X6M11062 EXIT 4ARTHURKILLRD 440 X6M11036 EXIT 3WOODROWRD 440 X6M11022 EXIT 2WESTSHOREEXPRESSWAYEND440/909COLAP 440 X6M11011 OUTER BRIDGETOLLPLAZASTART440/909COLAP 440 X6M11007 Marker End Reference Kings/NY CoLine Kings/NY CoLine I-278 JCT NEW JERSEYSTATELINE RICHMOND TERR BAYONNE BRIDGETOLLS 440 X6M11121 RICHMOND TERRACEEXIT 440 X6M11120 AUTH AUTH AUTH AUTH AUTH AUTH AUTH 73-1 73-1 73-1 73-1 73-1 60-1 60-1 60-1 73-1 73-1 74-1 74-1 74-1 74-1 70-1 70-1 70-1 70-1 SH No. 0.13 0.21 0.01 0.07 0.35 0.20 0.29 0.26 0.03 0.37 0.10 0.02 0.55 0.12 1.02 0.16 0.70 0.24 2.02 0.92 1.92 0.33 0.39 1.58 1.03 Segment

Lgth. PHYSICAL CHARACTERISTICS 8 8 8 8 4 4 4 4 4 4 4 4 4 4 4 6 6 6 4 4 6 6 6 6 4 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Paved Shldr Width 4 4 4 1 5 5 5 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 Roadside Type 96 96 96 96 48 48 48 48 48 48 48 48 48 48 48 72 72 72 48 48 60 60 60 66 48 Pvmnt Width O O O O O O O O O O O O O O O O O O O C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 11 11 11 12 12 12 12 12 12 12 12 11 11 11 12 12 12 12 12 12 12 Funct Class County Order= 02 County Order=01 132774 113518 134592 90356 90356 90356 90356 52400 52400 52400 23400 23400 23400 23400 23400 23400 23400 23400 88971 89386 81052 81052 81052 70250 70250

AADT TRAFFIC 00 00 00 04 10 10 10 04 04 04 04 04 04 04 04 10 10 10 04 04 04 04 04 04 04

0.97 0.97 0.97 1.09 1.09 0.47 0.47 0.49 0.49 0.47 0.89 1.51 0.80 0.81 1.05 0.96 0.80 0.80 0.80 0.58 0.83 0.48 0.48 0.48 0.78 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 6 9 9 9 7 6 7 7 7 6 6 6 6 6 6 2010 7 7 7 7 6 6 6 6 6 6 6 7 8 8 7 6 7 7 7 6 6 6 6 6 6 2011 Rating 7 7 7 K K K K K K K 6 7 7 7 K K K K K K K 6 6 6 6 2012 7 7 7 9 9 9 9 9 9 9 6 7 7 7 9 9 9 9 9 9 K 6 6 6 6 2013 CONDITION INFORMATION 7 7 7 9 8 8 8 8 8 8 6 6 6 6 8 8 8 8 8 8 9 9 9 9 6 2014 120 377 199 176 235 391 278 132 130 254 179 208 111 110 110 269 77 87 86 86 93 60 60 60 0 IRI (in/mi) 0.6 1.0 1.0 0.6 0.3 0.3 0.2 0.2 0.2 0.1 0.5 0.5 0.5 0.7 0.2 0.1 0.4 0.1 0.2 0.2 0.4 0.0 0.0 0.0 0.1 Rut (in) 0.4 0.4 0.0 0.9 1.6 1.0 0.4 0.4 0.2 0.0 0.3 0.4 0.3 0.4 0.3 0.0 0.6 0.3 0.4 0.4 0.2 0.0 0.0 0.0 0.4 Avg. Bump Height (in) 166

35 47 12 23 31 12 18 11 20 13 No. Bumps 7 1 3 1 0 3 0 9 1 8 8 0 0 0 Ag Ai Ai Ai Dominant Distress 62 71 50 55 67 60 60 61 82 95 53 37 48 49 91 93 82 93 90 87 84 99 99 99 31 PCI

Yr Last WORK Crack Seal 73 73 73 12 12 12 12 12 12 12 73 10 10 10 12 12 12 12 12 12 12 14 14 14 73 Yr Last Work 99 99 99 99 99 99 99 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 2 2 2 16 Work Type 23/042:07:50PM 12/30/2014 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 478 I 478 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N4 N4 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 06.59 06.22 06.22 05.90 05.88 05.82 05.51 05.37 05.33 05.14 05.12 05.12 05.10 04.93 04.86 04.85 04.81 04.31 03.82 03.71 03.32 03.23 02.96 02.76 02.35 02.28 02.15 02.15 02.10 01.15 00.63 00.63 00.48 00.48 00.00 00.94 00.94 00.13 00.11 00.03 00.00 01.57 01.57 Primary EMP

07.15 07.52 07.52 07.84 07.86 07.92 08.23 08.37 08.41 08.60 08.62 08.62 08.64 08.81 08.88 08.89 08.93 09.43 09.92 10.03 10.42 10.51 10.78 10.98 11.39 11.46 11.59 11.59 11.64 12.59 13.11 13.11 13.26 13.26 13.74 00.00 00.00 00.81 00.83 00.91 00.94 00.00 00.00 Reverse BMP 495IX5M13038 495IX5M13017 EXIT 17W&ERT278IBROOKLYNQUEENSEXPWYUNDER 4952X5M13015 EXIT 14RT25A21STSTLONGISLANDCITYUNDER 495IX5M13005 EXIT 13ACCRAMPTOBORDENAVE(TOPULASKIBRIDGE) 495IX5M13004 QUEENS COLNMIDTOWNTUNNEL QUEENS COLNMIDTOWNTUNNEL 2ND AVEMIDTOWNTUNNEL RT 9AWESTSIDEHWYENDI-478 Marker End Reference 495IX5M13062 EXIT 21108THST UNDER 495IX5M13058 495IX5M13053 495IX5M13047 EXIT 19RT25QUEENSBLVD&WOODHAVENUNDER 495IX5M13042 CTYST CTYST CTYST AUTH AUTH AUTH AUTH AUTH AUTH 55-1 55-1 55-1 55-1 85-5 85-5 85-5 85-5 85-5 85-5 85-5 85-5 85-5 85-5 85-5 67-1 67-1 67-1 67-1 67-1 67-1 67-1 67-1 67-1 67-1 SH No. 0.02 0.08 0.03 1.57 0.37 0.32 0.02 0.06 0.31 0.14 0.04 0.19 0.02 0.02 0.17 0.07 0.01 0.04 0.50 0.49 0.11 0.39 0.09 0.27 0.20 0.41 0.07 0.13 0.05 0.95 0.52 0.15 0.48 0.81 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 12 12 12 12 12 10 10 10 10 10 10 10 10 0 0 0 0 9 9 9 9 9 9 9 9 0 0 9 0 0 0 0 0 Paved Shldr Width 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 4 4 5 Roadside Type 100 100 48 48 48 44 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 99 99 99 99 72 72 72 72 48 48 Pvmnt Width O O O O O O O O O O O O O O O O O O O O C C C C C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 Funct Class County Order=01 County Order=02 204318 222323 222323 222323 222323 222323 222323 222323 222323 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 158270 83900 83900 83900 52400 69995 69995 69995 83900 83900 83900

AADT TRAFFIC 10 10 10 10 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 10 10 10 10 10 10

2.05 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 2.44 2.44 2.44 2.19 2.19 2.19 2.19 2.19 2.19 2.19 2.19 2.19 2.19 2.19 2.19 0.47 0.47 0.52 2.44 3.51 3.71 1.65 1.65 1.65 1.02 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2010 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2011 Rating 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2012 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 7 7 7 7 7 7 7 7 2014 172 133 121 121 154 166 161 172 173 173 149 198 198 109 134 183 193 211 214 229 218 162 201 315 141 237 304 343 348 195 0 0 0 0 IRI (in/mi) 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 4.2 3.8 5.2 5.2 3.9 0.3 0.3 0.2 0.2 Rut (in) 0.5 0.4 0.0 0.0 0.3 0.5 0.4 0.5 0.6 0.6 0.4 0.3 0.0 0.0 0.4 0.4 0.4 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.4 0.3 0.3 0.0 Avg. Bump Height (in)

18 10 15 16 16 21 11 11 17 27 43 30 13 17 37 32 No. Bumps 0 1 7 2 2 2 7 3 1 2 5 4 7 9 3 3 8 3

Si Si Si Si Si Si Si Si Si Si Si Si Si Si Ai Ai Ai Ai Ai Dominant Distress 64 75 80 80 53 48 50 46 45 45 54 72 55 55 70 70 70 63 77 61 59 56 58 47 48 44 44 40 60 34 43 43 45 50 PCI

Yr Last WORK Crack Seal 94 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 73 96 96 96 96 97 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 17 Work Type 23/042:07:50PM 12/30/2014 NY 495 NY 495 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I 495 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 00.81 00.00 13.74 13.74 13.57 13.57 13.29 13.18 12.68 12.62 12.62 12.28 12.28 12.26 12.09 11.79 11.54 11.54 11.33 11.29 11.21 10.69 10.69 10.57 10.45 10.45 10.21 09.74 09.50 09.49 09.49 08.81 08.80 08.32 08.32 08.12 07.73 07.73 07.31 07.08 07.08 07.06 06.59 Primary EMP

00.28 01.09 00.00 00.00 00.17 00.17 00.45 00.56 01.06 01.12 01.12 01.46 01.46 01.48 01.65 01.95 02.20 02.20 02.41 02.45 02.53 03.05 03.05 03.17 03.29 03.29 03.53 04.00 04.24 04.25 04.25 04.93 04.94 05.42 05.42 05.62 06.01 06.01 06.43 06.66 06.66 06.68 07.15 Reverse BMP 495IX5M13112 EXIT 27RT295ICLEARVIEWEXPWY/THROGSNECKBRIDGEUNDER 495IX5M13104 EXIT 26FRANCISLEWISBLVDOVER 495IX5M13100 EXIT 25UTOPIAPKWYUNDER 495IX5M13090 EXIT 24KISSENABLVDOVER 495IX5M13080 EXIT 23MAINSTOVER 495IX5M13074 EXIT 22RT678IVANWYCKEXPYOVER RT 907MGRANDCENTRALPKWYUNDER Marker End Reference NEW JERSEYLINE LINCOLNTUNNEL Queens/Nassau CoLine 495IX5M13136 EXIT 32LITTLENECKPKWYUNDER 495IX5M13132 EXIT 31DOUGLASTONPKWYOVER 495IX5M13122 EXIT 30RT907ACROSSISLANDPKWYEHAMPTONBLVD 495IX5M13118 EXIT 29SPRINGFIELDBLVDOVER AUTH 55-3 55-3 55-3 55-3 55-3 55-2 54-1 54-1 54-1 54-1 57-1 57-1 57-1 57-1 58-2 58-2 56-5 56-5 56-5 56-5 56-5 56-5 56-5 56-1 56-1 56-2 56-2 56-2 56-2 SH No. 0.42 0.23 0.02 0.47 0.81 0.17 0.28 0.11 0.50 0.06 0.34 0.02 0.17 0.30 0.25 0.21 0.04 0.08 0.52 0.12 0.12 0.24 0.47 0.24 0.01 0.68 0.01 0.48 0.20 0.39 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0 7 7 7 7 Paved Shldr Width 4 4 4 4 1 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Roadside Type 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order= 01 148782 148782 148782 148782 120800 138549 170353 170353 170353 170353 153558 142727 142727 142727 142727 161752 161752 161752 161752 174622 174622 142578 142578 142578 142578 161197 161197 161197 175833 175833

AADT TRAFFIC 10 10 10 10 04 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

3.47 1.37 2.38 2.38 2.38 2.26 1.52 0.88 0.88 0.88 0.88 0.85 0.85 0.85 0.85 1.07 1.07 1.53 1.53 1.53 1.53 1.58 1.58 1.58 1.20 1.20 1.73 1.73 1.73 1.92 %Trucks

V/C Ratio

7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 2010 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 9 9 9 9 9 7 7 7 7 2011 Rating 7 9 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 7 7 7 7 2012 7 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 7 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 2014 164 121 210 155 134 161 138 128 198 118 172 376 213 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 IRI (in/mi) 1.6 0.2 0.2 0.2 0.6 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.6 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.4 0.4 Rut (in) 0.4 0.3 0.3 0.3 0.3 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.3 0.3 Avg. Bump Height (in)

58 17 17 16 10 14 39 No. Bumps 2 8 3 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 5

Ag Ag Ag Ag Ag Dominant Distress 53 83 31 74 69 61 68 95 95 95 95 95 95 95 95 95 95 95 95 68 52 90 90 90 90 90 64 37 33 36 PCI

Yr Last WORK Crack Seal 73 04 04 04 04 96 04 11 11 11 11 11 11 11 11 11 11 11 11 96 96 11 11 11 11 11 96 96 96 96 Yr Last Work 99 99 99 99 99 99 99 99 99 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 18 Work Type 23/042:07:50PM 12/30/2014 NY 495 NY 495 NY 495 NY 495 NY 495 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 09.69 09.53 09.53 09.21 08.12 08.12 07.02 07.02 06.45 06.29 06.25 06.20 06.15 06.09 06.09 05.85 05.74 05.59 05.56 05.56 05.15 05.02 05.02 04.82 04.72 04.62 04.62 04.08 02.92 02.92 02.41 02.33 02.33 02.01 01.93 01.64 00.08 00.00 01.09 01.09 00.98 00.87 00.81 Primary EMP

02.97 03.13 03.13 03.45 04.54 04.54 05.64 05.64 06.21 06.37 06.41 06.46 06.51 06.57 06.57 06.81 06.92 07.07 07.10 07.10 07.51 07.64 07.64 07.84 07.94 08.04 08.04 08.58 09.74 09.74 10.25 10.33 10.33 10.65 10.73 11.02 12.58 12.66 00.00 00.00 00.11 00.22 00.28 Reverse BMP RT 25QUEENSBLVDOVER 678IX5M11035 678IX5M11032 JAMAICA AVEOVER 678IX5M11029 678IX5M11026 94TH AVEOVER 678IX5M11025 ROCKAWAY BLVDOVER 678IX5M11009 678IX5M11005 RT 27SOUTHERNPKWYUNDER 678IX5M11002 JFK AIRPORTMAINENTRANCE 34TH STENDRT495 ACC DYERSTTUNNELEXIT Marker End Reference 678IX5M11076 RT 25ANRTHRN BLVDUNDER 678IX5M11074 678IX5M11073 RT 495IL.I.E.UNDER 678IX5M11060 JEWEL AVEOVER 678IX5M11049 678IX5M11042 RT 907MGRANDCENTRALPKWYUNDER 678IX5M11040 678IX5M11036 EXPWY EXPWY AUTH AUTH AUTH 61-5 61-1 61-1 61-1 61-1 61-1 51-2 51-2 51-1 50-3 50-3 50-3 50-3 50-2 50-2 50-1 50-1 50-1 50-1 50-1 48-3 48-3 48-3 48-3 48-3 48-3 SH No. 0.11 0.11 0.06 0.16 0.32 1.09 1.10 0.57 0.16 0.04 0.05 0.05 0.06 0.24 0.11 0.15 0.03 0.41 0.13 0.20 0.10 0.10 0.54 1.16 0.51 0.08 0.32 0.08 0.29 1.56 0.08 Segment

Lgth. PHYSICAL CHARACTERISTICS 5 5 5 4 4 6 6 6 6 6 6 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 5 5 5 1 4 4 0 1 1 1 1 1 1 1 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 Roadside Type 60 60 60 48 48 72 72 72 72 72 72 48 48 48 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=01 141755 127289 127289 120892 120892 120892 120892 120892 120892 144217 144217 144217 144217 137021 137021 121993 121993 121993 152762 152762 139135 139135 11449 11449 11449 97510 60850 60850 60850 60850 60850

AADT TRAFFIC 04 04 04 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

2.60 1.14 0.76 0.54 0.48 0.48 0.48 0.48 0.72 0.72 1.00 0.67 0.67 0.67 1.80 1.80 1.62 1.62 1.62 0.96 0.96 0.80 0.80 0.66 0.66 0.66 0.66 0.66 0.35 0.35 0.35 %Trucks

V/C Ratio

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 7 7 7 7 2010 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 K K K 7 7 7 8 K 7 7 7 2011 Rating 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 9 7 7 7 7 7 7 7 7 2012 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 2014 144 182 167 174 140 150 368 368 326 339 285 145 110 144 160 139 160 181 190 125 102 231 232 157 148 154 352 282 413 500 96 IRI (in/mi) 0.2 0.3 0.4 0.7 0.7 0.7 0.5 0.5 0.4 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.2 0.6 0.9 0.9 0.5 0.2 0.4 0.2 0.4 0.7 0.7 Rut (in) 0.3 0.4 0.4 0.4 0.0 0.3 0.4 0.4 0.4 0.4 0.3 1.0 0.6 0.0 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.2 0.3 0.4 0.2 0.8 0.5 0.5 0.4 0.5 0.5 Avg. Bump Height (in)

15 58 36 37 37 11 14 19 41 30 13 17 15 No. Bumps 3 6 4 2 3 5 7 6 6 1 6 4 2 7 1 4 7 5 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Si Si Ai Ai Ai Ai Ai Ai Ai Ai Dominant Distress 55 43 42 32 35 33 20 20 23 17 18 36 44 36 30 36 29 25 23 41 73 68 41 37 56 66 59 48 49 40 40 PCI

Yr Last WORK Crack Seal 07 07 94 90 97 97 97 97 97 90 94 94 94 94 94 94 94 94 94 94 94 11 11 08 08 08 08 11 73 73 73 Yr Last Work 13 13 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 13 99 99 99 4 4 4 4 4 4 19 Work Type 23/042:07:50PM 12/30/2014 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 695 I 695 I 695 I 695 I 695 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I 678 I No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 01.95 01.94 01.82 01.15 01.05 01.02 00.83 00.77 00.61 00.54 00.32 00.20 00.20 00.00 01.77 01.77 00.74 00.26 00.00 02.02 02.02 01.62 01.10 01.10 00.94 00.91 00.00 12.66 12.66 12.50 12.30 12.30 12.08 11.86 11.69 11.69 11.58 11.48 11.28 10.91 10.02 09.75 09.69 Primary EMP

05.15 05.16 05.28 05.95 06.05 06.08 06.27 06.33 06.49 06.56 06.78 06.90 06.90 07.10 00.00 00.00 01.03 01.51 01.77 00.00 00.00 00.40 00.92 00.92 01.08 01.11 02.02 00.00 00.00 00.16 00.36 00.36 00.58 00.80 00.97 00.97 01.08 01.18 01.38 01.75 02.64 02.91 02.97 Reverse BMP I-295 ACC RT95I&278IEND678I 678IX1M11018 678IX1M11016 ACC RAMPRT907WHUTCHINSONRIVEREXPWY 678IX1M11011 678IX1M11009 Queens/Bronx CoLine Queens/Bronx CoLine 678IX5M11105 WHITESTONE BRIDGE 678IX5M11095 RT 907ABELTSYSTEM-CROSSISLANDPKWY 678IX5M11094 678IX5M11077 ACC RAMPTOWHITESTONEEXPY Marker End Reference START 27/878OLAP NASSAU EXPWY-CROSSBAYBLVD ACC I-95 CTYST CTYST AUTH AUTH AUTH AUTH 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 69-1 69-1 69-1 61-1 61-1 61-1 61-1 61-1 61-1 61-1 61-1 61-1 61-2 SH No. 0.20 0.37 0.89 0.27 0.06 0.01 0.12 0.67 0.10 0.03 0.19 0.06 0.16 0.07 0.22 0.12 0.20 1.03 0.48 0.26 0.40 0.52 0.16 0.03 0.91 0.16 0.20 0.22 0.22 0.17 0.11 0.10 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 8 8 8 8 4 4 3 3 2 2 2 2 2 3 3 1 6 6 6 4 8 8 6 6 6 6 4 4 4 4 4 Total Lanes 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 12 22 15 22 10 10 12 12 12 12 10 10 10 10 10 0 4 4 4 4 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 1 4 4 4 5 5 5 5 5 5 5 1 1 1 1 1 Roadside Type 48 96 96 96 96 48 48 38 38 24 24 24 24 38 33 33 24 72 72 72 48 96 96 66 66 72 72 48 48 48 48 48 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 11 11 11 11 11 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Funct Class County Order=01 County Order=01 County Order=02 151418 151418 151418 151418 151418 102853 102853 114600 114600 114600 114600 114600 151418 151418 151418 151418 151418 50821 50821 50821 50821 50821 50821 50821 50821 50821 41430 41430 50821

AADT TRAFFIC 10 10 10 10 10 04 04 04 04 04 04 04 04 04 04 04 04 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.42 0.42 0.57 0.57 2.28 2.28 2.28 2.28 2.44 0.66 0.66 1.80 0.90 0.97 1.34 1.34 1.29 1.29 6.53 2.90 2.90 2.90 2.90 2.90 1.45 1.31 1.31 1.31 %Trucks

V/C Ratio

7 7 6 6 6 6 6 6 6 6 6 6 7 9 6 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 2010 7 7 6 6 6 6 6 6 6 6 6 6 7 9 6 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 7 2011 Rating 7 7 6 6 6 6 6 6 6 6 6 6 7 9 6 6 9 9 9 U 6 6 6 6 6 6 6 6 6 6 6 6 2012 7 7 6 6 6 6 6 6 6 6 6 6 7 9 6 9 9 8 8 9 9 9 6 6 6 6 6 6 6 6 6 6 2013 CONDITION INFORMATION 7 7 6 6 6 6 6 6 6 6 6 6 7 9 6 9 9 8 8 9 9 9 9 K K K K K K K K 6 2014 188 213 153 223 270 210 227 239 192 269 194 289 159 126 149 150 282 499 266 159 60 60 60 60 60 60 60 60 60 60 60 60 IRI (in/mi) 0.4 0.4 0.7 0.3 0.2 0.5 0.5 0.3 0.3 0.4 0.3 0.2 0.8 0.5 0.4 0.0 0.4 0.3 0.2 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 Rut (in) 0.8 0.7 0.4 0.4 0.5 0.4 0.3 0.5 0.4 0.4 0.3 0.4 0.3 0.3 0.3 0.0 0.4 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 Avg. Bump Height (in) 103

10 67 17 34 10 23 28 35 22 94 13 10 No. Bumps 1 5 8 6 0 6 2 1 0 0 0 0 0 0 0 0 0 0 0

Ai Si Si Si Si Si Si Ai Ai Si Si Ai Si Dominant Distress 45 43 38 27 25 26 26 26 39 31 33 26 47 77 56 98 73 57 58 49 98 98 99 100 100 100 100 100 100 100 100 37 PCI

Yr Last WORK Crack Seal 69 69 69 69 69 69 69 69 94 94 69 69 20 08 20 12 12 12 12 98 13 13 13 14 13 14 14 14 14 14 14 92 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 12 12 12 12 99 99 4 2 2 2 2 2 2 2 2 2 2 2 20 Work Type 23/042:07:50PM 12/30/2014 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 NY 878 900G 900G 900G 900G 907A 907A 907A 907A 901B 901B 901B 901B 901B 901B 901B 901B 895 I 895 I 895 I 895 I 895 I 900J 900J 900J 900J 900J 900J No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS KGS KGS KGS BNX BNX BNX BNX BNX NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N2 N2 N2 N2 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N4 N4 N1 N1 N1 N1 N1 Reg./Cnty 01.46 00.48 00.07 00.00 00.55 00.55 00.36 00.00 00.43 00.43 00.03 00.00 00.60 00.60 00.29 00.25 00.22 00.00 00.66 00.66 00.40 00.00 01.35 01.35 00.42 00.42 00.00 03.74 03.74 03.62 02.92 02.88 02.77 02.74 02.74 02.19 02.18 02.18 02.17 02.15 02.01 01.98 01.96 Primary EMP

08.40 09.38 09.79 09.86 00.00 00.00 00.19 00.55 00.00 00.00 00.40 00.43 00.00 00.00 00.31 00.35 00.38 00.60 00.00 00.00 00.26 00.66 00.00 00.00 00.93 00.93 01.35 03.36 03.36 03.48 04.18 04.22 04.33 04.36 04.36 04.91 04.92 04.92 04.93 04.95 05.09 05.12 05.14 Reverse BMP CHANNEL BRIDGEDRIVE END AT2NDAVE TOLLS ATTRIBOROUGHBRIDGE ACC RT95IEND895I 895IX1M11012 ACC WESTCHESTERAVE 895IX1M11005 RT 278I ACC TOFARMERSBLVD/STOP-DISC.ROUTE 878 X5M13033 150TH STOVER I-678 VANWYCKEXP 878 X5M13025 878 X5M13023 878 X5M13022 Marker End Reference 907AX5M21100 INT LAURELTONPKWY END RT901BATOFCONC PAD Queens/King CoLine Queens/King CoLine BEACH CHANNELDRIVENYCQUEENSCO TOLL BOOTHEND900J PKWAY PKWAY PKWAY BRDGE BRDGE AUTH AUTH AUTH AUTH 60-1 60-1 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 65-3 SH No. 0.01 0.02 0.14 0.03 0.02 0.01 0.98 0.41 0.07 0.19 0.36 0.40 0.03 0.31 0.04 0.03 0.22 0.26 0.40 0.93 0.42 0.12 0.70 0.04 0.11 0.03 0.55 0.01 Segment

Lgth. PHYSICAL CHARACTERISTICS 5 5 3 5 3 4 6 6 6 4 4 4 4 6 6 6 6 6 6 5 6 6 6 6 6 6 6 6 Total Lanes 1 1 1 1 1 1 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 Roadways 12 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 5 5 5 5 1 1 1 1 1 1 1 Roadside Type 60 60 38 60 38 48 72 72 72 48 48 48 48 72 72 72 72 72 72 60 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O C C C C C C C C C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 3 3 3 7 5 5 5 5 5 5 2 2 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 14 14 14 14 14 14 14 14 12 12 11 11 12 12 12 11 11 11 11 Funct Class County Order=01 County Order=02 County Order=01 County Order=01 County Order=01 County Order=01 138147 138147 138147 50821 50821 50821 50821 50821 50821 21800 21800 22229 22229 20400 20400 20400 20400 95600 95600 41278 36179 53651 53651 53651 53651 53651 34584 34584

AADT TRAFFIC 04 04 04 04 04 04 00 00 00 07 07 07 07 07 07 07 07 04 04 10 10 04 04 04 04 04 04 04

1.70 1.70 1.70 0.54 0.54 0.54 0.54 0.35 0.35 0.35 0.35 2.65 2.65 0.43 0.24 0.47 0.47 0.42 0.39 0.39 0.26 0.26 0.57 0.34 0.57 0.34 0.57 0.42 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 U U 6 6 6 6 7 7 7 7 7 7 7 2010 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 7 7 7 2011 Rating 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 7 7 7 2012 K K 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 7 7 7 2014 175 186 192 323 296 279 189 211 211 216 282 276 208 277 180 155 167 116 103 169 266 266 266 178 191 191 191 IRI (in/mi) 0.2 0.2 0.2 0.2 0.4 0.7 0.4 0.4 0.2 0.2 0.3 0.3 1.0 0.3 0.6 0.3 0.4 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.4 0.4 0.4 Rut (in) 0.0 0.7 0.0 1.0 0.5 1.0 0.3 0.3 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5 0.6 0.4 0.4 0.4 0.5 0.4 0.4 0.4 Avg. Bump Height (in) 104 102

55 22 18 34 94 17 40 16 86 17 No. Bumps 0 1 1 5 4 4 3 9 8 4 2 2 4 2 2 1 Ag Ag Ag Si Si Si Si Si Si Si Si Si Si Si Si Dominant Distress 38 35 34 69 33 31 36 54 56 56 54 52 41 54 47 42 49 36 50 52 36 41 41 41 43 54 54 45 PCI

Yr Last WORK Crack Seal 13 13 96 01 01 01 01 20 20 20 20 71 71 07 95 69 69 69 69 69 69 69 69 69 69 69 69 69 Yr Last Work 99 99 99 12 12 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 2 2 4 21 Work Type 23/042:07:50PM 12/30/2014 907B 907B 907B 907B 907B 907B 907B 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A 907A No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 01.71 01.62 01.17 01.17 00.75 00.75 00.00 08.03 08.03 07.84 07.83 07.71 07.51 07.34 07.28 06.98 06.93 06.53 06.53 06.27 06.27 05.92 05.81 05.81 05.47 03.42 03.42 03.24 03.20 02.50 02.50 02.45 01.56 01.56 01.20 01.20 00.97 00.69 00.69 00.00 01.83 01.83 01.46 Primary EMP

00.00 00.09 00.54 00.54 00.96 00.96 01.71 01.83 01.83 02.02 02.03 02.15 02.35 02.52 02.58 02.88 02.93 03.33 03.33 03.59 03.59 03.94 04.05 04.05 04.39 06.44 06.44 06.62 06.66 07.36 07.36 07.41 08.30 08.30 08.66 08.66 08.89 09.17 09.17 09.86 08.03 08.03 08.40 Reverse BMP UTOPIA PKYOVER 907AX5M21174 INT 295ICLEARVIEWOVER 907AX5M21172 BELL BLVD 907AX5M21167 907AX5M21164 RT 25ANORTHERNBLVDOVER 907AX5M21144 RT 495IL.I.E.OVER 907AX5M21135 RT 907MGRANDCENTRALPKYOVER 907AX5M21126 UNION TPKOVER 907AX5M21122 RT 25BHILLSIDEAVOVER 907AX5M21117 Nassau/Queens CoLine Queens/Nassau CoLine 907AX5M21104 RT 24INTERSECTIONHEMPSTEADAVEOVER Marker End Reference 130TH AVEOVER 907BX5M21083 MERRICK BLVDOVER 907BX5M21072 BELT PKY/END907D RT 678IWHITESTONEEXPOVER 907AX5M21189 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 0.69 0.37 0.09 0.45 0.42 0.75 0.19 0.01 0.12 0.20 0.17 0.06 0.30 0.05 0.40 0.26 0.35 0.11 0.34 2.05 0.18 0.04 0.70 0.05 0.89 0.36 0.23 0.28 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=03 County Order=01 151005 167197 152411 152411 152411 152518 100583 100583 100583 100583 100583 100583 100583 100583 100583 128707 128707 136671 136671 119856 119856 119856 115429 115429 139299 150621 150621 90555

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

2.08 2.08 2.08 1.63 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.96 1.40 1.40 1.55 1.55 1.00 1.00 1.00 1.01 1.01 1.75 1.00 1.00 1.75 1.02 %Trucks

V/C Ratio

7 7 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2010 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 2011 Rating 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 6 2012 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 9 9 9 9 9 9 9 9 9 K 2013 CONDITION INFORMATION 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 7 7 6 2014 161 149 198 170 177 162 216 181 180 183 154 166 156 179 127 155 121 172 226 206 167 191 158 134 106 112 155 151 IRI (in/mi) 0.3 0.2 0.2 0.3 0.4 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.4 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Rut (in) 0.4 0.4 0.0 0.0 0.3 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 0.3 0.2 0.4 0.0 0.3 0.3 0.0 0.2 0.3 0.0 Avg. Bump Height (in)

16 24 10 12 42 No. Bumps 2 7 6 1 8 9 4 1 8 7 3 1 5 2 0 9 0 2 2 0 1 3 0

Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Dominant Distress 50 56 43 47 35 45 34 39 37 34 39 36 39 38 49 39 51 37 62 64 67 68 77 84 88 65 54 60 PCI

Yr Last WORK Crack Seal 92 92 09 09 08 08 08 08 08 08 08 08 08 97 97 97 97 97 13 13 13 13 13 13 13 13 13 13 Yr Last Work 99 99 99 99 99 99 99 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 22 Work Type 23/042:07:50PM 12/30/2014 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907C 907B No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS Cnty Name LOCATION/IDENTIFICATION N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N5 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 Reg./Cnty 16.21 15.30 15.27 15.06 15.06 14.78 14.74 14.70 14.27 14.02 14.02 13.75 12.40 11.22 11.22 10.36 09.72 09.34 09.34 08.29 08.27 07.81 07.81 07.46 07.46 07.07 06.57 06.49 06.38 06.38 05.28 05.28 04.12 04.12 03.17 03.13 03.09 03.09 00.97 00.95 00.53 00.00 01.71 Primary EMP

00.00 00.91 00.94 01.15 01.15 01.43 01.47 01.51 01.94 02.19 02.19 02.46 03.81 04.99 04.99 05.85 06.49 06.87 06.87 07.92 07.94 08.40 08.40 08.75 08.75 09.14 09.64 09.72 09.83 09.83 10.93 10.93 12.09 12.09 13.04 13.08 13.12 13.12 15.24 15.26 15.68 16.21 00.00 Reverse BMP KNAPP STOVER CONEY ISLANDAVEEXTOVER 907CX2M13079 RT 908HOCEANPKYSOUTHUNDER 907CX2M13078 CROPSEY AVEOVER 907CX2M13068 BAY PARKWAYUNDER 907CX2M13057 BAY 8THSTOVER 907CX2M13046 907CX2M13036 RT 278IOVER 907CX2M13035 MIDDLE OF278IOVERPASS NASSAU COLINE Marker End Reference 907CX2M13164 PENNSYLVANIA AVEOVER 907CX2M13151 ROCKAWAY PKWYUNDER 907CX2M13141 907CX2M13141 FLATBUSH AVEOVER 907CX2M13141 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 2.12 0.02 0.42 0.53 0.91 0.03 0.21 0.28 0.04 0.04 0.43 0.25 0.27 1.35 1.18 0.86 0.64 0.38 1.05 0.02 0.46 0.35 0.39 0.50 0.08 0.11 1.10 1.16 0.95 0.04 0.04 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=01 144231 144231 144231 145626 145626 145626 145626 145626 160535 160535 160535 165815 165815 165815 165815 165815 165815 135006 148542 148542 148542 148542 155637 146538 148022 64474 64474 64474 64474 64474 64474

AADT TRAFFIC 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04

0.98 0.98 0.98 1.74 1.74 1.74 1.74 1.74 0.88 0.88 0.89 1.02 1.02 1.02 0.91 0.91 0.91 1.61 0.99 0.99 0.99 0.99 1.73 0.88 1.77 1.77 1.77 0.61 0.61 0.61 0.61 %Trucks

V/C Ratio

7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 6 6 7 7 6 6 6 6 6 6 6 6 6 7 2010 7 6 6 6 6 6 6 6 6 6 K 6 6 6 6 7 7 6 6 7 7 6 6 6 6 6 6 6 7 6 7 2011 Rating 7 6 6 6 6 6 6 K K K 8 6 6 6 6 7 7 6 6 7 7 6 6 6 6 6 6 6 6 6 7 2012 7 6 6 6 6 6 6 9 9 9 8 6 6 6 6 6 6 6 6 7 7 6 6 6 6 6 6 6 6 6 7 2013 CONDITION INFORMATION 7 9 9 9 9 9 9 9 9 7 7 6 6 6 6 6 6 6 6 7 7 K K K K 6 7 6 6 6 7 2014 221 327 254 160 150 150 126 232 115 135 242 231 187 227 243 253 195 212 194 182 295 202 184 215 177 177 179 195 216 199 221 IRI (in/mi) 0.3 0.2 0.2 0.2 0.1 0.1 0.6 0.2 0.4 0.4 0.7 0.6 0.4 0.2 0.6 0.4 0.4 0.4 0.4 0.4 0.2 0.1 0.2 0.2 0.4 0.2 0.2 0.4 0.3 0.3 0.4 Rut (in) 0.8 0.7 0.6 0.3 0.4 0.4 0.2 0.4 0.5 0.4 0.6 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 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Avg. Bump Height (in) 106 121 125

62 16 14 17 33 86 65 31 35 10 10 23 28 29 No. Bumps 3 1 1 9 4 1 5 0 0 0 1 2 2 0 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Dominant Distress 45 62 63 77 82 82 74 63 82 59 32 19 30 30 19 24 28 26 28 61 55 69 70 66 67 37 49 28 29 31 55 PCI

Yr Last WORK Crack Seal 85 13 13 13 13 13 13 12 12 12 11 86 86 86 86 86 86 96 87 87 87 14 14 14 14 90 90 90 90 90 90 Yr Last Work 99 99 99 99 99 99 99 10 10 10 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 1 4 4 4 4 23 Work Type 23/042:07:50PM 12/30/2014 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907D 907C 907C 907C 907C 907C 907C 907C 907C 907C 907F 907F 907F 907F 907F 907F 907F 907F 907F 907F 907F No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N2 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 01.35 01.35 01.05 01.05 00.70 00.70 00.39 00.39 00.09 00.09 00.00 04.99 04.99 04.86 04.45 04.41 04.19 04.12 03.77 03.71 03.71 03.40 03.02 02.56 02.52 02.48 01.88 01.88 01.50 01.45 01.22 00.25 00.08 00.00 01.55 01.55 01.03 01.03 00.95 00.10 00.08 00.00 16.21 Primary EMP

00.93 00.93 01.23 01.23 01.58 01.58 01.89 01.89 02.19 02.19 02.28 00.00 00.00 00.13 00.54 00.58 00.80 00.87 01.22 01.28 01.28 01.59 01.97 02.43 02.47 02.51 03.11 03.11 03.49 03.54 03.77 04.74 04.91 04.99 00.00 00.00 00.52 00.52 00.60 01.45 01.47 01.55 00.00 Reverse BMP FARMERS BLVDOVER 907DX5M23052 907DX5M23033 RT 678IOVER RT 907C RT 907DSOUTHERNPKWY 907CX5M23015 CROSS BAYBLVDOVER 907CX5M23011 Kings/Queens CoLine Kings/Queens CoLine Marker End Reference EASTCHESTER RD WILSON AV WILLIAMS BRIDGERD MULINER AVE WHITE PLAINSRD RT 907HBRONXRIVERPKWY RT 907BLAURELTONPKWY 907DX5M23065 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 0.08 0.85 0.02 0.08 0.30 0.35 0.31 0.30 0.09 0.13 0.41 0.04 0.22 0.07 0.35 0.06 0.31 0.38 0.46 0.04 0.04 0.60 0.38 0.05 0.23 0.97 0.17 0.08 0.52 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 Roadside Type 72 72 72 72 66 66 66 66 66 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 Subbase 12 12 12 12 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=02 County Order=01 County Order=01 157912 157912 157912 157912 169341 169341 169341 169341 169341 169341 169341 125991 125991 125991 138039 138039 138039 138039 138039 138039 138039 138039 138039 139242 36177 29704 33672 33799 34679

AADT TRAFFIC 04 04 04 04 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 04

0.88 0.55 1.04 0.65 1.03 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.43 1.43 1.43 1.43 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 2.33 0.84 0.84 0.84 0.84 %Trucks

V/C Ratio

6 6 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 2010 6 6 6 7 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2011 Rating 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2012 9 9 9 9 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2013 CONDITION INFORMATION 9 9 9 9 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2014 243 118 128 171 174 127 111 125 140 129 169 231 183 168 145 171 137 174 154 179 256 177 212 206 243 291 60 60 60 IRI (in/mi) 0.2 0.1 0.2 0.2 0.4 0.2 0.3 0.2 0.2 0.2 0.5 0.6 0.6 0.3 0.4 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.3 0.2 0.2 Rut (in) 0.4 0.0 0.3 0.3 0.0 0.3 0.4 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 0.0 0.5 0.5 0.5 Avg. Bump Height (in) 125

11 35 12 22 11 63 63 57 33 13 23 11 10 No. Bumps 2 0 3 2 7 3 3 4 4 2 2 8 1 4 3

Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Dominant Distress 96 65 96 96 63 61 47 48 61 65 54 47 50 48 35 44 48 55 51 61 51 57 49 54 47 43 40 55 54 PCI

Yr Last WORK Crack Seal 13 13 13 13 07 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 08 08 08 08 Yr Last Work 12 12 12 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 24 Work Type 23/042:07:50PM 12/30/2014 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907H 907F 907F 907F 907F 907F 907F 907F 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907J 907J 907J No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N5 N5 N5 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 Reg./Cnty 03.89 03.74 03.74 03.09 03.09 02.31 01.81 01.81 01.41 01.41 00.70 00.00 00.33 00.33 00.00 05.59 05.59 05.14 04.14 03.92 03.92 03.78 03.77 03.07 03.07 02.40 02.40 02.23 02.23 01.22 01.22 00.86 00.86 00.69 00.69 00.00 02.28 02.28 01.80 01.80 01.68 01.64 01.64 Primary EMP

05.79 05.94 05.94 06.59 06.59 07.37 07.87 07.87 08.27 08.27 08.98 09.68 00.00 00.00 00.33 00.00 00.00 00.45 01.45 01.67 01.67 01.81 01.82 02.52 02.52 03.19 03.19 03.36 03.36 04.37 04.37 04.73 04.73 04.90 04.90 05.59 00.00 00.00 00.48 00.48 00.60 00.64 00.64 Reverse BMP E GUNHILLRDOVER 907HX1M11037 RT 908FMOSHOLUPKYUNDER 907HX1M11029 RT 1EFORHAMRDUNDER BOSTON ROADUNDER E TREMONTAVEUNDER RT 95ICROSSBRONXEXPWYOVER 907HX1M11007 E 172NDSTOVER JCT METCALFAVE&STORY RT 95IBRUCKNEREXPWYOVER RT 908AHUTCHINSONRIVERPKWYUNDER STILLWELL AVE Marker End Reference ACC E23RDST 907LX4M11039 E HOUSTONST 907LX4M11030 907LX4M11022 MANHATTAN BRIDGEOVER BROOKLYN BRIDGEOVER 907LX4M11013 907LX4M11007 RT 9A&BATTERYTUNNELENTRY/EXIT RT 900JCrossBayBridge RT 908LShoreFrontPkwy NCL NYC/WESTCHESTERCL-NEREIDAVEOVER 907HX1M11055 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 0.48 0.12 0.04 0.29 0.15 0.65 0.78 0.50 0.40 0.71 0.70 0.33 0.45 1.00 0.22 0.14 0.01 0.70 0.67 0.17 1.01 0.36 0.17 0.69 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 4 0 0 0 0 0 0 1 1 1 1 1 1 Roadside Type 66 66 66 66 68 68 68 68 68 68 68 66 68 68 68 68 68 68 68 68 68 68 68 68 Pvmnt Width O O O O O O O O O O O O O O O O O O O O C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 14 14 14 14 12 12 12 12 12 12 12 14 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=01 County Order=01 County Order=01 138605 149088 125535 125535 125535 112181 114960 114960 114960 114960 24300 42889 42889 38200 62833 62833 98876 98876 98876 98876 98876 75003 75003 2219

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 04 04 04 04 04 04 04 04 04 04 04 04

1.99 2.10 1.82 1.82 1.82 0.66 0.66 0.11 0.83 0.69 0.69 0.77 0.77 0.77 1.43 1.37 1.37 1.37 0.84 0.84 0.51 1.40 1.40 0.62 %Trucks

V/C Ratio

7 6 6 7 7 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 2010 6 5 5 7 7 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 2011 Rating 6 5 5 7 7 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 2012 6 5 5 6 6 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 6 9 9 9 2013 CONDITION INFORMATION 5 5 5 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 6 9 9 9 2014 177 288 195 216 265 254 172 297 198 125 122 154 154 155 172 209 192 189 218 236 357 315 243 92 IRI (in/mi) 0.4 0.9 0.6 0.6 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.3 0.4 0.2 0.2 0.2 Rut (in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.2 Avg. Bump Height (in) 133

90 19 29 34 42 33 49 19 17 16 52 21 50 36 No. Bumps 7 6 7 1 3 0 5 2 5 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Si Si Si Si Ai Dominant Distress 40 6 27 39 40 43 44 24 38 57 61 52 52 49 44 36 36 51 75 54 40 61 61 63 PCI

Yr Last WORK Crack Seal 97 95 96 83 83 83 07 50 70 70 70 70 70 81 98 98 98 98 08 08 95 13 13 13 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 4 4 4 4 4 4 25 Work Type 23/042:07:50PM 12/30/2014 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L 907L No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 Reg./Cnty 03.52 03.52 03.47 03.01 02.51 02.51 02.30 01.28 01.28 00.79 00.40 00.16 00.05 00.00 09.68 09.68 08.59 08.26 08.16 08.04 07.97 07.96 07.96 07.84 07.76 07.24 07.02 06.61 06.34 06.17 06.14 06.14 06.10 05.86 05.23 05.23 04.95 04.86 04.86 04.44 04.35 04.30 04.30 Primary EMP

11.13 11.13 11.18 11.64 12.14 12.14 12.35 13.37 13.37 13.86 14.25 14.49 14.60 14.65 00.00 00.00 01.09 01.42 01.52 01.64 01.71 01.72 01.72 01.84 01.92 02.44 02.66 03.07 03.34 03.51 03.54 03.54 03.58 03.82 04.45 04.45 04.73 04.82 04.82 05.24 05.33 05.38 05.38 Reverse BMP 907LX4M11082 ACC E96THST 907LX4M11080 907LX4M11077 907LX4M11071 907LX4M11069 QUEENSBORO BRIDGEOVER RT 495IUNDER(QMT-) 907LX4M11051 E 34THSTUNDER 907LX4M11048 E 23RDSTUNDER Marker End Reference EXIT 8ACC111TH STREET 907MX5M13041 EXIT 7ACCLAGUARDIAAIRPORT 907MX5M13030 EXIT 5ACCASTORIABLVD START 278I/907MOLAP INT TRIBOROUGHBRIDGE&HRD 907PX4M11002 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY EXPWY EXPWY EXPWY PKWAY PKWAY AUTH 90-2 90-2 90-2 86-1 86-1 SH No. 0.42 0.09 0.05 0.41 0.05 0.46 0.50 0.21 1.02 0.49 0.39 0.24 0.11 0.05 1.09 0.33 0.10 0.12 0.07 0.01 0.12 0.08 0.52 0.22 0.41 0.27 0.17 0.03 0.04 0.24 0.63 0.28 0.09 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 8 8 8 8 8 8 6 6 6 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 68 68 68 68 96 96 96 96 96 96 60 60 60 96 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C C C Pvmnt Type 5 5 5 5 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=01 138605 138605 138605 138605 192992 192992 192992 202333 157398 127274 103424 103424 164400 164400 170213 170213 170213 170213 170213 170213 147981 147981 147981 147981 140266 140266 140266 140266 140266 140266 140266 156289 156289

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 10 10 10 10 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

1.45 1.45 1.45 1.35 1.01 1.31 0.78 0.78 0.78 0.49 2.61 2.61 2.61 2.61 2.61 2.61 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.67 1.67 1.67 2.09 2.09 1.99 1.99 1.99 1.99 %Trucks

V/C Ratio

6 6 6 5 5 5 8 8 7 7 6 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 6 6 7 7 7 7 2010 6 6 6 5 5 5 7 7 7 7 6 6 6 6 6 6 6 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2011 Rating 6 6 5 5 5 5 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2012 6 6 5 8 8 5 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6 6 6 6 6 2013 CONDITION INFORMATION 6 6 5 8 8 5 6 6 6 6 6 5 5 6 6 6 6 6 6 6 6 6 6 6 5 6 5 6 5 6 5 6 5 2014 141 135 199 122 138 184 264 323 266 222 249 245 271 325 389 477 283 332 329 355 244 257 257 299 265 280 227 283 413 460 227 60 97 IRI (in/mi) 0.2 0.3 0.4 0.3 0.3 0.7 0.6 0.6 0.3 0.2 0.7 0.5 0.4 0.5 0.6 0.6 0.6 0.8 0.9 1.0 0.7 0.6 0.6 0.4 0.4 0.5 0.9 0.9 0.8 0.8 0.6 0.3 0.4 Rut (in) 0.3 0.4 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 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 0.0 0.0 0.0 0.0 0.0 Avg. Bump Height (in) 145 173 108

48 48 21 10 13 12 58 43 40 21 94 10 16 96 42 16 53 12 17 No. Bumps 4 9 9 2 3 3 8 3 2 2 6 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Sg Sg Sg Sg Ai Ai Dominant Distress 48 47 18 91 80 26 52 30 33 34 16 15 18 22 18 17 17 30 31 15 15 17 19 24 17 21 6 23 17 31 24 34 28 PCI

Yr Last WORK Crack Seal 74 74 74 12 12 74 93 93 93 94 69 09 09 09 09 09 09 09 09 09 69 69 69 69 69 69 69 69 69 97 97 97 97 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 4 4 4 4 4 4 4 4 4 4 4 26 Work Type 23/042:07:50PM 12/30/2014 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 10.59 10.53 10.51 10.51 10.46 09.98 09.83 09.75 09.75 09.66 09.13 09.06 09.05 09.05 08.92 08.00 08.00 07.89 07.65 07.39 07.39 07.13 07.13 07.12 06.84 06.53 06.53 06.45 06.03 05.98 05.91 05.91 05.70 05.37 05.37 05.10 05.10 04.41 04.41 04.02 04.02 03.83 03.83 Primary EMP

04.06 04.12 04.14 04.14 04.19 04.67 04.82 04.90 04.90 04.99 05.52 05.59 05.60 05.60 05.73 06.65 06.65 06.76 07.00 07.26 07.26 07.52 07.52 07.53 07.81 08.12 08.12 08.20 08.62 08.67 08.74 08.74 08.95 09.28 09.28 09.55 09.55 10.24 10.24 10.63 10.63 10.82 10.82 Reverse BMP RT 678IOVER EXIT 13ACC678IVANWYCK/JACKIEROBINSONPKWY 907MX5M13077 EXIT 12RT25QUEENSBLVD 907MX5M13070 EXIT 11ACC69THRDJEWELAVE 907MX5M13065 RT 495IOVER EXIT 10ACCI495 907MX5M13056 ROOSEVELT AVEOVER RT 25AOVER EXIT 9ACCI-678RT25ANORTHERNBLVD 907MX5M13043 Marker End Reference 907MX5M13112 EXIT 20BACCFRANCIS LEWISBLVDSOUTH 907MX5M13104 EXIT 19ACC188THSTREET 907MX5M13097 EXIT 18ACCUTOPIAPKWY EXIT 16ACCPARSONSBLVD 907MX5M13087 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 0.39 0.19 0.31 0.06 0.02 0.05 0.48 0.15 0.08 0.09 0.53 0.07 0.01 0.13 0.92 0.11 0.24 0.26 0.26 0.01 0.28 0.31 0.08 0.42 0.05 0.07 0.21 0.33 0.27 0.69 Segment

Lgth. PHYSICAL CHARACTERISTICS 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 10 10 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 96 96 96 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 96 96 96 96 96 96 96 96 96 96 96 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class 183571 183571 176605 140123 140123 140123 140123 140123 152283 152283 152283 158743 158743 158743 158743 100737 100737 100737 100737 183025 183025 183025 193385 193385 193385 193385 179996 179996 179996 183571

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

1.67 1.67 1.78 1.78 1.78 1.78 1.98 1.98 1.98 1.98 1.68 1.68 1.68 1.68 1.68 1.29 2.43 2.43 2.43 2.29 2.29 2.29 2.29 1.73 1.73 1.73 1.53 1.53 1.53 1.49 %Trucks

V/C Ratio

5 5 5 6 6 6 6 6 6 6 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2010 5 5 5 6 6 6 6 6 6 6 5 5 5 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 2011 Rating 9 9 9 9 9 9 9 9 9 9 9 5 5 6 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 2012 8 8 8 8 8 8 8 8 8 8 8 5 5 6 5 K K K K K K K K K K 6 6 6 6 6 2013 CONDITION INFORMATION 8 8 8 8 8 8 8 8 8 8 8 5 5 6 5 K K K K K K K K K K 6 6 6 6 6 2014 172 172 191 166 115 134 151 200 173 167 162 146 130 196 349 344 151 118 129 135 122 120 113 129 138 162 154 160 150 97 IRI (in/mi) 0.2 0.2 0.2 0.5 0.2 0.2 0.3 0.3 0.2 0.1 0.2 0.3 0.1 0.7 0.3 0.5 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.6 0.4 0.3 0.3 0.3 Rut (in) 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.4 0.0 0.0 0.3 0.7 0.2 0.3 0.4 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.3 0.3 0.3 0.3 Avg. Bump Height (in)

11 28 25 19 43 97 14 53 23 11 19 No. Bumps 2 1 1 3 2 4 0 0 2 2 0 1 0 0 0 0 0 0 4

Ag Ag Sg Sg Ag Ag Ag Ag Ag Dominant Distress 68 68 64 63 84 80 73 60 68 72 72 35 43 22 10 55 80 93 88 86 85 89 90 89 84 38 37 42 40 44 PCI

Yr Last WORK Crack Seal 11 11 11 11 11 11 11 11 11 11 11 08 08 08 08 13 13 13 13 13 13 13 13 13 13 74 74 74 74 74 Yr Last Work 12 99 99 99 99 99 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 27 Work Type 23/042:07:50PM 12/30/2014 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907M 907V 907V 907V 907V 907V 907V 907V 907V 907V 907P 907P 907P 907P 907P 907P 907P 907P 907P 907P 907P 907P 907P 907P No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N5 N5 N5 N5 Reg./Cnty 01.14 00.44 00.34 00.31 00.31 00.29 00.20 00.02 00.00 04.20 04.20 03.23 03.23 01.94 01.87 00.79 00.77 00.77 00.71 00.68 00.61 00.61 00.00 14.65 14.65 13.63 13.60 13.60 13.12 13.04 13.04 12.76 12.52 12.52 12.34 11.98 11.84 11.84 11.05 11.05 10.87 10.83 10.83 Primary EMP

06.46 07.16 07.26 07.29 07.29 07.31 07.40 07.58 07.60 00.00 00.00 00.97 00.97 02.26 02.33 03.41 03.43 03.43 03.49 03.52 03.59 03.59 04.20 00.00 00.00 01.02 01.05 01.05 01.53 01.61 01.61 01.89 02.13 02.13 02.31 02.67 02.81 02.81 03.60 03.60 03.78 03.82 03.82 Reverse BMP 907PX4M11009 907PX4M11008 ACC PARKAVE TRIBOROUGH BRIDGEOVERAT125THST NASSAU COUNTYLINE 907MX5M13152 907MX5M13143 EXIT 24ACCLITTLENECKPKWY RT 907ACROSSISLANDPKWYUNDER EXIT 23ACCCROSSISLANDPKWYWINCHESTERAVE 907MX5M13132 EXIT 22ACCUNIONTURNPIKE EXIT 21ACC295INORTH/RT25HILLSIDEAVEWEST 907MX5M13117 EXIT 20AACCFRANCISLEWISBLVDNORTH 907MX5M13114 Marker End Reference 907VX4M11082 W 79THSTUNDER 907VX4M11072 9AX4M11069 END 72NDSTACCRAMPTORT9ANB JCT DYCKMANST&10THAVE 907PX4M11044 RTS 1&95IGEORGEWASHINGTONBRIDGEOVER 907PX4M11034 E 135STMADISONAVEBOVER PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY CTYST SH No. 0.79 0.18 0.04 0.24 0.70 0.10 0.03 0.02 0.09 0.18 0.02 0.97 1.29 0.07 1.08 0.02 0.06 0.03 0.07 0.61 1.02 0.03 0.48 0.08 0.28 0.24 0.18 0.36 0.14 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 10 10 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 Paved Shldr Width 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 72 72 72 72 72 72 72 72 72 66 66 66 66 66 66 66 66 66 72 72 72 72 72 72 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 12 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=01 County Order=01 137663 150171 150171 164967 123195 123195 123195 123195 123195 114632 114632 128390 128390 136100 145312 145312 145312 145312 145312 137663 137663 137663 27256 85364 85364 85364 85364 85364 82999

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

1.51 1.51 1.51 1.51 1.51 0.91 0.91 0.24 1.24 1.24 1.24 3.04 1.41 1.41 1.41 1.37 0.95 0.95 1.85 1.85 1.85 1.85 1.31 1.31 1.31 1.75 1.71 1.71 1.67 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 5 5 5 2010 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 5 5 5 2011 Rating 7 7 7 7 7 7 7 6 7 7 7 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 5 9 9 2012 7 7 7 7 7 7 7 6 7 7 7 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 5 8 8 2013 CONDITION INFORMATION 6 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 5 8 8 2014 249 248 250 250 275 296 317 214 163 162 182 200 200 203 204 294 140 108 152 249 311 200 239 154 218 168 176 194 231 IRI (in/mi) 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.5 0.6 0.3 0.7 0.6 0.6 0.6 0.5 0.7 0.2 0.2 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.5 0.2 0.2 0.3 Rut (in) 0.2 0.4 0.5 0.6 0.6 0.3 0.3 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.6 0.8 0.9 0.8 0.6 0.4 0.6 0.4 0.3 0.2 0.3 Avg. Bump Height (in) 165

18 11 45 30 48 18 28 40 20 11 11 35 13 No. Bumps 2 0 0 4 2 6 0 1 3 7 0 9 9 5 1 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Si Si Si Si Si Dominant Distress 59 44 57 55 54 54 37 23 34 43 26 21 21 21 24 16 73 80 68 41 39 56 36 51 37 45 30 63 58 PCI

Yr Last WORK Crack Seal 85 85 85 85 85 95 95 09 09 09 09 09 09 04 04 04 09 09 09 09 09 09 99 99 99 99 74 11 11 Yr Last Work 99 99 99 99 99 99 99 99 99 99 12 12 99 99 99 99 99 4 4 4 4 4 4 4 4 4 4 4 4 28 Work Type 23/042:07:50PM 12/30/2014 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V 907V No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY NY Cnty Name LOCATION/IDENTIFICATION N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 N4 Reg./Cnty 03.35 02.85 02.85 02.33 02.33 01.89 01.03 01.03 00.64 00.54 00.41 00.30 00.24 00.24 00.00 07.60 07.60 07.40 07.38 07.38 07.32 06.93 06.76 06.76 06.75 06.73 06.63 06.54 05.19 05.17 04.97 04.97 04.77 04.72 04.72 04.45 04.07 04.07 02.68 02.32 02.27 02.27 01.14 Primary EMP

00.00 00.50 00.50 01.02 01.02 01.46 02.32 02.32 02.71 02.81 02.94 03.05 03.11 03.11 03.35 00.00 00.00 00.20 00.22 00.22 00.28 00.67 00.84 00.84 00.85 00.87 00.97 01.06 02.41 02.43 02.63 02.63 02.83 02.88 02.88 03.15 03.53 03.53 04.92 05.28 05.33 05.33 06.46 Reverse BMP 907VX4M11145 TOLL BOOTH DYCKMAN STUNDER 907VX4M11138 EXIT 15ACCRIVERSIDEDR 907VX4M11121 907VX4M11119 EXIT 14ACCRT95IGEORGEWASHINGTONBRIDGE EXIT 13ACCW158THST 907VX4M11112 907VX4M11094 ACC W125THST ACC W96THST Marker End Reference 907VX1M21031 RT 908FMOSHOLU PKWYOVER 907VX1M21027 END 9A/907VOLAP&RT9OVER 907VX1M21022 907VX1M21017 RIVERDALE AVEOVER 907VX1M21009 907VX1M21004 KAPPOCK STUNDER 907VX1M21002 NY/Bronx CoLine NY/Bronx CoLine 907VX4M11147 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY CTYST CTYST CTYST CTYST CTYST CTYST CTYST CTYST AUTH AUTH SH No. 1.39 0.36 0.05 1.13 0.50 0.52 0.44 0.86 0.39 0.10 0.13 0.11 0.06 0.24 0.20 0.02 0.06 0.39 0.17 0.01 0.02 0.10 0.09 1.35 0.02 0.20 0.20 0.05 0.27 0.38 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 6 6 6 6 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 4 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 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 Paved Shldr Width 1 1 1 1 5 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roadside Type 72 72 72 72 66 66 66 66 66 66 66 66 66 66 72 72 72 72 72 72 72 72 72 72 72 72 48 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Subbase 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=02 132490 132490 129214 129214 131229 131229 131229 72742 80839 68539 67149 67149 67149 67149 67149 67149 67149 68800 68800 68800 68800 68800 68800 68800 68800 81529 81529 81529 81529 81529

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

0.98 0.51 0.90 0.90 1.12 1.12 1.12 1.12 1.25 0.88 0.83 1.91 1.91 0.83 1.91 2.83 1.21 1.11 1.11 2.83 1.21 1.21 1.66 1.11 1.62 1.62 1.64 1.64 1.64 1.63 %Trucks

V/C Ratio

7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2010 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 7 7 7 7 2011 Rating 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 2012 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 2013 CONDITION INFORMATION 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 5 5 5 5 5 5 6 6 6 6 2014 176 181 192 160 202 157 159 140 191 263 200 117 114 220 197 199 244 211 174 188 252 60 60 60 60 60 60 60 60 92 IRI (in/mi) 0.4 0.3 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.5 0.5 0.8 1.0 1.0 1.0 0.7 0.7 0.4 0.5 0.5 Rut (in) 0.0 0.0 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.3 0.3 0.3 0.4 0.6 0.3 0.2 0.0 0.3 Avg. Bump Height (in) 298 161

25 28 41 28 19 13 30 13 55 16 62 No. Bumps 4 6 5 0 0 0 0 0 0 0 2 9 1 6 3 5 0 Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ai Ai Ai Ai Dominant Distress 57 59 55 58 53 47 59 73 55 54 92 92 92 92 92 92 92 92 46 54 42 28 10 13 8 19 38 55 50 34 PCI

Yr Last WORK Crack Seal 50 50 73 73 73 73 73 73 73 99 14 14 14 14 14 14 14 14 83 83 83 83 83 85 85 85 85 85 85 85 Yr Last Work 99 99 99 99 99 99 99 99 99 99 12 12 12 12 12 12 12 12 99 99 99 99 99 99 99 99 99 99 99 99 29 Work Type 23/042:07:50PM 12/30/2014 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908B 908A 908A 908A 908A 908A 908A 908A 908A 908A 908A 908A 908A 907V 908F 908F 908F 908F 908F 908F 908F 908F 908F 908F No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS QNS KGS KGS KGS BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N2 N2 N2 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 N5 Reg./Cnty 02.06 01.75 01.38 01.38 00.63 00.63 00.20 00.20 00.12 00.00 04.60 04.60 03.75 03.75 03.74 03.56 02.31 02.10 02.03 01.80 01.08 01.08 00.82 00.80 00.51 00.39 00.00 00.30 00.30 00.00 04.35 04.35 04.18 04.18 03.35 03.35 02.36 02.36 01.93 01.93 00.81 00.00 03.35 Primary EMP

01.05 01.36 01.73 01.73 02.48 02.48 02.91 02.91 02.99 03.11 00.00 00.00 00.85 00.85 00.86 01.04 02.29 02.50 02.57 02.80 03.52 03.52 03.78 03.80 04.09 04.21 04.60 00.00 00.00 00.30 00.00 00.00 00.17 00.17 01.00 01.00 01.99 01.99 02.42 02.42 03.54 04.35 00.00 Reverse BMP CYPRESS HILLSST 908BX5M23010 Kings/Queens CoLine Kings/Queens CoLine 908BX2M13003 INT JAMAICAAVE BRONX/WEST CL/NYNCL 908AX1M11044 INT 95INEWENGLANDTHWY 908AX1M11042 INT ORCHARDBEACH 908AX1M11033 INT 95INEWENGLANDTHWY 908AX1M11023 INT BRONXPELHAMPWKY 908AX1M11019 908AX1M11008 INT 95ICROSSBRONXEXPWY BRONX/WESTCHESTER CL Marker End Reference JCT GRANDBLVD &CONCORSE 908FX1M11014 INT DRTHEOKAZIMIROFFBLVD 908FX1M11005 INT BRONXRIVERPKWY 908FX1M11002 INT BRONXPARKEAST INT RT678IANDGRANDCENTRALPKWY 908BX5M23045 INT METROPOLITANAVENUE 908BX5M23036 PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY

SH No. 0.43 1.12 0.81 0.31 0.37 0.75 0.43 0.08 0.12 0.85 0.01 0.18 1.25 0.21 0.07 0.23 0.72 0.26 0.02 0.29 0.12 0.39 0.30 0.17 0.83 0.99 Segment

Lgth. PHYSICAL CHARACTERISTICS 6 6 8 4 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 0 0 0 8 6 6 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 1 1 Roadside Type 72 72 96 48 48 48 48 48 48 44 44 44 44 44 44 44 44 44 44 44 44 44 44 72 72 72 Pvmnt Width O O O O O O O O O O O O O O O O O O O O O O O O O O Pvmnt Type 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 2 Subbase 12 12 12 12 12 12 12 12 16 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Funct Class County Order=01 County Order=01 County Order=02 County Order=01 111846 86517 82450 82450 27465 27465 27830 31618 34557 34557 80782 82388 82388 82388 82388 82388 82388 82388 64489 64489 64489 64489 64489 65009 90409 97830

AADT TRAFFIC 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

0.56 1.31 0.83 1.53 0.48 0.48 1.65 1.77 1.77 1.77 1.77 1.77 1.77 1.77 0.87 0.87 0.87 0.87 0.87 0.88 0.52 1.56 0.83 1.05 1.13 0.81 %Trucks

V/C Ratio

6 6 6 6 6 6 5 6 6 6 6 6 6 6 6 6 6 6 6 6 7 8 8 7 8 8 2010 6 6 6 6 6 6 5 5 6 6 6 6 6 6 6 6 6 6 6 6 7 8 7 7 8 8 2011 Rating 6 6 6 K K K 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 2012 6 6 6 9 9 9 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 9 9 9 7 7 2013 CONDITION INFORMATION 6 6 6 9 9 9 5 5 5 5 5 6 6 6 6 6 6 6 5 6 7 9 9 9 7 7 2014 245 319 318 199 239 270 225 185 178 220 225 161 185 220 217 190 203 199 166 183 121 126 166 160 145 138 IRI (in/mi) 0.4 0.5 0.5 0.3 0.3 0.3 1.1 0.5 0.6 0.5 0.5 0.5 0.4 0.6 0.4 0.3 0.3 0.3 0.5 0.5 0.2 0.2 0.2 0.4 0.4 0.1 Rut (in) 0.0 0.0 0.0 0.3 0.5 0.3 0.4 0.3 0.3 0.4 0.4 0.4 0.3 0.4 0.4 0.5 0.5 0.6 0.4 0.4 0.0 0.5 0.7 0.4 0.0 0.0 Avg. Bump Height (in) 110 159

17 45 11 13 16 31 12 15 41 22 20 34 20 74 10 26 10 No. Bumps 0 3 4 2 9 5 2 Wh Wh Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Ag Dominant Distress 25 20 20 64 61 60 22 17 16 15 15 34 30 19 26 32 30 31 26 28 78 85 74 70 52 61 PCI

Yr Last WORK Crack Seal 91 91 91 12 12 12 85 91 91 91 91 91 91 91 91 91 91 91 91 95 85 13 13 13 08 08 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 4 4 4 2 2 2 4 4 30 Work Type 23/042:07:50PM 12/30/2014 909G 909G 909G 909G 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 909C 908H 908H 908H 908H 908H 908H 908H 908H 908H 908H 908F 908F 908F 908F 908F 908L 908L 908L 908L 908L No. Route

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier QNS QNS QNS QNS RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH RCH QNS QNS QNS QNS QNS KGS KGS KGS KGS KGS KGS KGS KGS KGS KGS BNX BNX BNX BNX BNX Cnty Name LOCATION/IDENTIFICATION N5 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N1 N1 N1 N1 N1 N5 N5 N5 N5 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N6 N5 N5 N5 N5 Reg./Cnty 01.99 01.73 01.73 00.00 04.63 04.63 04.45 04.45 04.12 04.08 04.00 04.00 03.10 03.10 02.26 01.73 00.98 00.98 00.35 00.35 00.22 00.01 00.00 01.58 01.58 00.75 00.75 00.00 04.87 04.87 04.72 02.13 02.13 02.06 00.61 00.61 00.45 00.00 03.11 03.11 02.25 02.23 02.23 Primary EMP

00.00 00.26 00.26 01.99 00.00 00.00 00.18 00.18 00.51 00.55 00.63 00.63 01.53 01.53 02.37 02.90 03.65 03.65 04.28 04.28 04.41 04.62 04.63 00.00 00.00 00.83 00.83 01.58 00.00 00.00 00.15 02.74 02.74 02.81 04.26 04.26 04.42 04.87 00.00 00.00 00.86 00.88 00.88 Reverse BMP 909CX6M11004 EXIT 2WESTSHOREEXPRESSWAYEND440/909COLAP 440 X6M11011 OUTER BRIDGETOLLPLAZASTART440/909COLAP BEACH 73RDST CROSS BAYPKWY BEACH 108THST CHURCH AVE KINGS HIGHWAY SHORE PKWYCONN SEA BREEZEAVE INT HENRYHUDSONPWKY 908FX1M11031 INT 87IMAJORDEEGAN 908FX1M11022 Marker End Reference BROOKVILLE BLVD 182ND ST&150THDR RICHMOND AVE 909CX6M11041 ARTHUR KILLRD 909CX6M11038 RICHMOND AVESOUTHEXIT 909CX6M11034 ARDEN AVEANNADALERDEXIT MAGUIRE AVE-FOSTERRDHUGUENOTEXIT PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY PKWAY 9526 9526 66-2 66-2 66-2 66-2 66-2 68-1 68-1 68-1 68-1 70-1 70-1 70-1 SH No. 0.86 0.02 0.17 0.26 1.73 0.18 0.33 0.04 0.08 0.90 0.84 0.53 0.75 0.63 0.13 0.21 0.01 0.83 0.75 0.15 2.59 0.07 1.45 0.16 0.45 Segment

Lgth. PHYSICAL CHARACTERISTICS 4 4 4 6 6 4 4 4 4 4 4 4 4 4 8 8 8 2 2 6 6 6 6 6 6 Total Lanes 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Roadways 12 12 12 12 12 12 12 10 10 10 6 8 8 0 0 0 0 0 0 0 0 0 0 0 0 Paved Shldr Width 0 0 0 1 1 0 0 0 0 4 4 4 4 1 4 4 4 0 0 0 0 1 1 0 0 Roadside Type 48 48 48 72 72 48 48 48 48 48 48 48 48 48 96 96 96 72 72 66 66 66 66 66 66 Pvmnt Width O O O O O O O O O O O O O O O O O C C C C C C C C Pvmnt Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 5 5 Subbase 12 12 12 14 14 12 12 12 12 12 12 12 12 12 12 12 12 14 16 14 14 14 14 14 14 Funct Class County Order=01 County Order=01 County Order=01 County Order=01 51528 51528 27465 67288 60769 37138 37138 37138 37138 37138 37138 37138 37138 20279 90356 90356 90356 57827 57827 47456 47456 29822 29822 6702 5830

AADT TRAFFIC 00 00 00 07 07 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

1.15 0.44 1.14 1.14 1.14 1.14 0.49 0.49 0.49 0.49 0.39 0.48 0.48 0.48 0.56 0.41 1.00 1.00 0.77 0.77 0.46 0.46 0.70 0.70 0.56 %Trucks

V/C Ratio

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2010 8 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 K 6 6 6 2011 Rating 7 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 6 6 6 2012 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 8 9 9 9 2013 CONDITION INFORMATION 7 7 6 6 6 6 6 6 6 6 6 9 9 9 6 6 6 6 6 6 8 8 9 9 9 2014 233 130 309 222 236 238 223 196 214 240 308 283 195 197 190 186 334 129 108 60 60 60 60 98 0 IRI (in/mi) 0.3 0.4 1.2 0.7 0.3 0.2 0.3 0.3 0.3 0.3 0.2 0.0 0.0 0.0 0.3 0.3 0.5 0.8 0.6 0.7 0.6 0.7 0.4 0.2 0.2 Rut (in) 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.0 0.0 0.0 0.6 0.5 0.4 0.5 0.4 0.4 0.5 0.5 0.0 0.0 0.0 Avg. Bump Height (in) 114 160 138

50 42 51 50 13 97 67 98 94 71 89 28 No. Bumps 5 0 0 0 3 3 6 0 0 0 Ag Ag Ag Sg Ag Sg Sg Sg Ag Ag Ag Ag Ag Si Ai Dominant Distress 53 71 50 15 28 22 28 22 25 23 28 99 99 99 26 27 25 27 23 22 49 80 79 88 90 PCI

Yr Last WORK Crack Seal 10 11 85 85 85 85 12 85 85 85 85 14 14 14 93 93 90 90 90 90 11 11 13 13 13 Yr Last Work 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 1 1 2 2 2 1 4 4 4 31 Work Type 23/042:07:50PM 12/30/2014 909G No. Route

1 Qualifier QNS Cnty Name LOCATION/IDENTIFICATION N5 Reg./Cnty 01.99 Primary EMP

00.00 Reverse BMP NASSAU COUNTYLINE Marker End Reference

SH No.

Segment

Lgth. PHYSICAL CHARACTERISTICS Total Lanes Roadways Paved Shldr Width Roadside Type

Pvmnt Width

Pvmnt Type Subbase

Funct Class

AADT TRAFFIC

%Trucks

V/C Ratio 2010 2011 Rating 2012 2013 CONDITION INFORMATION 2014

IRI (in/mi)

Rut (in) Avg. Bump Height (in) No. Bumps

Dominant Distress PCI

Yr Last WORK Crack Seal Yr Last Work 32 Work Type