Pavement Surface Evaluation and Rating Study (PASER)
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April 21, 2014 Pavement Surface Evaluation and Rating Study – (PASER) For the City of Flat Rock Prepared by the C. E. Raines Company
Transcript of Pavement Surface Evaluation and Rating Study (PASER)
April 21, 2014
Pavement Surface Evaluation and Rating Study – (PASER) For the City of Flat Rock
Prepared by the C. E. Raines Company
Table of Contents
I. Introduction……………………………………………………………………………1
II. Network Characteristics……………………………………………………………….3
III. Distress Types…………………………………………………………………………4
IV. Maintenance and Repair Alternatives…………………………………………………5
V. Maintenance Alternatives……………………………………………………………11
VI. Roadsoft Modeling…………………………………………………………………..12
VII. Analysis and Results………………………………………………………………...16
VIII. Conclusion and Next Steps………………………………………………………….18
Appendix
Appendix A. Photographs of PASER Ratings
Appendix B.
a. Major Streets PASER Ratings
b. Local Streets PASER Ratings
c. PASER Rating Location Map
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I. Introduction
C. E. Raines Company has been authorized by the City of Flat Rock (City) to assist in the
development of the city’s road asset management strategy. The City owns and maintains
approximately 31 miles of roadway. Approximately 25 miles are concrete, 2.22 miles are
asphalt and 3.71 are gravel. Approximately nine miles of City roads are classified as major and
18.65 are classified as local. This analysis considers local and the major that are paved for a total
centerline mileage of 27.65 and excludes major and local gravel roads representing 3.71 center
line miles.
The Pavement Surface Evaluation and Rating (PASER) system is used to evaluate the condition
of road segments. The PASER system rates each segment on a scale of 1-10 with 1 being the
worst condition, and 10 being the best condition (new pavement). The ratings directly
correspond to the expected remaining service life as well as appropriate maintenance activities.
The Grand Valley Metro Council (GVMC) located in Grand Rapids was contracted to collect the
data for the PASER Study. The GVMC owns a van that is equipped to survey the road network.
This vehicle is equipped with subsystems that can collect digital images of the pavement surface,
digital images of the front view of the roadway and the right-of-way, rut depths using a five laser
system, and longitudinal profile along the wheel paths. The vehicle is equipped with a Distance
Measuring Instrument (DMI) and a GPS to track the vehicle position. The DMI and GPS data are
integrated with images and other data. Figure 1 is a photo of the van used to collect road
condition data.
Figure 1. Grand Valley Metro Council Data Collection Van
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Once the data is collected, it is transferred to a software program called Roadsoft. The software
is a computerized roadway management system for collecting, storing, and analyzing data
associated with transportation assets. Roadsoft was developed and is supported by the
Technology Development Group, which is a part of the Michigan Tech Transportation Institute
at Michigan Technological University. The software is provided free to cities and counties in
Michigan. Roadsoft can manage a variety of data associated with transportation systems.
Specific types of data include: roads, signs, culverts, guardrails, pavement markings, traffic
counts, and vehicle crashes. The condition of the pavement surface, as represented by a PASER
rating can be stored in Roadsoft. In addition, Roadsoft has asset management analysis tools that
provide a means for creating and implementing efficient and effective construction and
maintenance strategies to maximize the return of the transportation investment. Roadsoft can
generate a variety of detailed reports that provide a summary of the specific data in the database.
The current average PASER rating in the city is 5.9 (Good).
The City allocated $200,000 of funding in the 2013-2014 Budget for pavement maintenance and
repairs. The funding allocation does not include utility funds or other matching funds such as
Federal Aid Surface Transportation Program, or Community Development Block Grant Funds.
Using Roadsoft, a model was prepared to evaluate the impact of different investment levels on
the overall network condition over a ten year period. The model will assist the city to determine
an adequate amount of funding to keep the road network from deteriorating. It also recommends
which types of maintenance treatment (i.e., joint sealing, remove and replace concrete sections,
etc.) to be used and a proposed funding level per year.
The study concludes with a recommendation of the necessary funding levels and future steps to
begin the implementation of an asset management plan.
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II. Network Characteristics
The City of Flat Rock currently has approximately 31 miles of roadway under its jurisdiction.
The road network distribution for classification, condition, and surface type are summarized
below.
Table 1: Road Network Classification
Centerline Miles
Jurisdiction
9.00 Major Streets
18.65 Local Streets
3.71 Gravel Streets
31.36 Total
Table 2: Road Network Classification
Major Road
(Centerline Miles)
Local Roads
(Centerline Miles)
Total
(Centerline Miles)
Total %
Good (PASER 10-6) 5.75 15.16 20.81 67%
Fair (PASER 5-4) 1.69 6.20 7.89 25%
Poor (PASER 3-1) 1.56 1.00 2.56 8%
Total 9.00 22.36 31.36 100%
Table 3: Road Network Surface Type
Centerline Miles Surface Type
25.37 Concrete
2.28 Asphalt
3.71 Gravel
31.36 Total
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III. Distress Types
The PASER rating system is separated into categories based on concrete and asphalt pavement
types, which have different distress that are specific to each pavement.
The key to a useful evaluation is identifying different types of pavement distress and linking
them to a cause. Understanding the cause for current conditions is extremely important when
selecting the appropriate PASER rating, and associated maintenance or rehabilitation technique
(e.g. load or age induced failures). For example, a street with failures indicative of extensive
base failure, such as alligator cracking and rutting, would be a PASER 4 or below, because the
only activities appropriate to address the cause of the failure would be heavy rehabilitation or
reconstruction.
There are four major categories of common concrete and common asphalt distresses as shown
below.
1. CONCRETE SURFACE DISTRESS
a. Surface Defects: Wearing and Polishing, Map Cracking, Pop-outs, Scaling, Shallow
Reinforcing, and Spalling.
b. Joint Failure: Longitudinal and Transverse
c. Pavement Cracks: Transverse Slab Crack, D-Cracking, Corner Cracking and
Meander Cracking
d. Pavement Deformation: Blow-ups, Faulting, Pavement Settlement or Heave, Utility
Repairs, Patches and Potholes, Manhole and Inlet Cracking, and Curb or Shoulder
Deformation
2. ASPHALT SURFACE DISTRESS
a. Surface Defects: Raveling, Flushing, and Polishing
b. Surface Deformation: Rutting, Distortion (including Rippling and Shoving, Settling,
and Frost Heave)
c. Cracks: Transverse, Reflection, Slippage, Longitudinal, Block, and Alligator cracks
d. Patches and Potholes
Examples of City streets for concrete surface distress and PASER rating are provided in
Appendix A.
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IV. Maintenance and Repair Alternatives
There are three categories of maintenance/repairs available for maintaining roadway
infrastructure: Preventative Maintenance, Road Rehabilitation and Road Reconstruction. A
brief overview of each category is followed by a more detailed description of the individual
alternatives and their costs.
CATEGORIES
Preventative Maintenance
Preventative Maintenance (PM) is appropriate for newer roads in Very Good (8) to Good (6)
condition. PM lengthens the service life of a structurally sound pavement. PM is limited to
surface improvements such as crack seals, and joint seals and surface seals.
Road Rehabilitation
Road Rehabilitation (RH) procedures are appropriate for roads in Fair (4-5) condition. More
intense rehabilitation procedure can be appropriate for roads rates in Poor (3) condition. RH may
include localized full depth removal and replacement, mill and overlay, or other methods to
improve the base and/or cross section of the pavement such as pulverize, re-grade, and overlay.
RH procedures are more intensive than PM, but can restore a pavement to excellent condition at
a significantly lower cost than full Road Reconstruction.
Road Reconstruction
Road Reconstruction (RC) procedures are appropriate for roads in Very Poor (2) to Failed (1)
conditions. A rating of 1 or 2 means the road has no more useful service life. In this case full
reconstruction with extensive base repair is necessary. Often, other types of work need to be
considered with full reconstruction, such as drainage improvements or water main or sanitary
sewer replacement.
Alternatives
The following text details possible maintenance and repair alternatives along with costs
associated with each improvement. Note that the costs are based on fair market prices bid for
similar jobs, including miscellaneous items such as traffic control and restoration. The following
costs are typical average total project costs. They include typical engineering costs, such as
design, inspection, and materials testing. The costs will need to be evaluated each year and
updated to reflect current market conditions. The category of the improvements is indicated next
to each repair alternative in parentheses.
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Concrete Maintenance Program
Crack/Joint Sealing (PM)
Description: This process involves cleaning and routing cracks and/or joints and then filing them
with hot rubber sealing compound. Sealing the cracks and/or joints inhibits water from
penetrating the cracks, freezing expanding and causing the pavement to fail.
Cost: An estimate of cost for this alternative is $1.25 per square yard of roadway to be
maintained, but will vary with the severity of cracking and joint spacing.
Joint Sealant Being Applied
Joint Seal with Corner Break Repair (PM)
Description: This process involves removing limited sections of the pavement to full depth,
typical corners of slabs, and then resealing the joints surrounding the repair.
Cost: An estimate of cost for this alternative is $35.00 per square yard of roadway to be
maintained, but will vary with the severity of cracking and joint spacing.
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Full Depth Slab Replacement (RH)
Description: This process involves the full reconstruction of the failed concrete slabs and
resealing surrounding joints.
Cost: The estimated cost for this alternative depends on the percentage of the total roadway area
that needs repair. The cost is approximately $45.00 per square yard if 25% of the road surface
area requires repair and the same price per square yard if 50% of the road surface requires
repairs. If slab replacements exceed 50% of the road surface, reconstruction should be
considered. Note the square yard costs provided are for total project based on the anticipated
percentage needing repair.
Failed Sections Marked for Replacement Slab removed
and Saw Cutting for Removal
Street after Slab Repair
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Full Re-construction Concrete Pavement
Concrete Pavement Road Reconstruction – City Local (RC)
Description: The reconstruction of local concrete streets involves the removal of the existing
concrete pavement and base and includes the construction of a new concrete paving section
consisting of 8” of concrete placed on a 6” aggregate base.
Cost: An estimate of cost for this alternative is $75.00 per square yard of road way to be
replaced.
Concrete Pavement Road Reconstruction – City Major (RC)
Description: The reconstruction of a major concrete street involves the removal of the existing
concrete pavement and base and includes the construction of new concrete paving section
consisting of 10” concrete placed on an 8” aggregate base.
Cost: An estimate of cost for this alternative is $95.00 per square yard of roadway to be
replaced.
Concrete road pavement ongoing.
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Asphalt Maintenance Program
Overband Crack Seal (PM)
Description: This process involves cleaning and applying an overbanding material. Overband
crack seal material is comprised of rubber and tar with polyester fibers. Compressed air is used
to clean each crack and its surrounding area prior to application of the material. The material is
poured into cracks and onto the surrounding area creating a strip of overbanding material
approximately 4-5 inches in width. Routing is not necessary to apply material. This alternative
can be used on asphalt roadways with cracks up to 3” deep.
Cost: The estimated cost for this maintenance alternative is $1.00 per square yard of pavement,
but will vary with the severity of cracking.
Application of Overband Crack Seal
Crack Route and Fill (PM)
Description: This process involves using a mechanical device to rout each crack in order to
widen, cut, and clean the cracks prior to filling with bituminous materials. The bituminous
materials fill the entire volume of the crack providing structural integrity to the pavement while
also preventing moisture from entering the pavement structure.
Cost: Crack route and Fill is approximately $1.25 per square yard.
Crack Routing Crack Sealing
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Mill and Overlay, 1.5” and 3” (RH)
Description: Milling is a process by which the top section of pavement is milled off and
discarded. This results in a rough surface to which an additional layer of pavement or emulsified
asphalt surface treatment can be applied. A mill and overlay operation typically has two
different mill depths, 1.5” and 3”, depending on the road condition and existing roadway depth.
For a roadway cross sections with less than 6” of pavement with minor surface defects or
deformation, 1.5” milling is the preferred solution. For pavement cross sections with 6” or more
pavement, and where there is more substantial surface defects exists, a 3” milling is more
appropriate. The 3” milling depth allows for the removal of more substantial surface defects and
rutting while also allowing for the placement of additional HMA material
Cost: An estimate of cost for milling full width and placing 1.5” overlay is approximately
$22.00 per square yard. A 3” mill and overlay costs approximately $27.00 per square yard.
Milled asphalt pavement Asphalt paving after milling
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V. Maintenance Alternatives
C.E. Raines Co. met with the Director of Public Services to determine which maintenance
procedures the city wanted to include in the analysis. The following table identifies the
alternatives considered PASER Trigger and reset values, and costs.
MAINTENANCE ALTERNATIVES
PASER Rating
Concrete Pavements Trigger Cost
Cat. Maintenance Alternatives Min. Max Reset
PM Joint Seal R&R, Crack sealing 7 7 8 $ 1.25/LF
PM Corner Break Rpr. w/ Joint Seal R&R 6 7 7 $35.00/sqyd
RH Slab Repair 25% 6 6 8 $45.00/sqyd
RH Slab Repair 50% 4 5 9 $45.00/sqyd
RC Local Reconstruction 8" conc. 8" base 1 3 10 $77.00/sqyd
RC Major Reconstruction 10" conc. 8"base w/geo. 1 3 10 $95.00/sqyd
PASER Rating
Asphalt Pavements Trigger Cost
Cat. Maintenance Alternatives Min. Max. Reset
PM Overband Crack Seal 8 9 9 $ 1.00/LF
RH Profile Mill and Overlay 1.5" 5 6 8 $25.00/sqyd
Table 4.
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VI. Roadsoft Modeling
The Roadsoft software utilizes a model of the entire road network as defined by the user. It is
populated with features of each road segment, such as length width, and condition. The software
applies user-entered parameters such as maintenance cost and total project budget to select a mix
of maintenance procedures that will optimize the overall health of the network.
The model results need to be adjusted to account for constraints or conditions that are not
reflected in the model. In other words, actual project selections are made based on a variety of
factors, such as availability of matching funds or grant funds, which may not follow the idealized
model. Other capital improvements such as intersection reconstruction, and water or sewer
utility upgrades must also be considered when selecting specific segment for a particular
treatment.
Roadsoft requires the following inputs and parameters in order to perform an analysis:
Overall Road Network
Segment Length
Segment Width
Segment PASER Condition
Deterioration Rates (Curves)
Candidate Maintenance Procedures
Candidate Maintenance Costs
Maximum Program Budget
Inflation Rates
Program Duration (e.g. 5 years, 10 years, etc.)
The overall road network defined for this analysis includes asphalt and concrete city roads.
The road length and width are static parameters that define each road segment in the network.
The PASER condition is assigned during the field inspection and then adjusted by the software
to account for deterioration, or improvements related to maintenance activities entered into the
program. The maintenance procedures, costs, budget, inflation rates and program duration are
all user defined inputs that are customized based on community budgeting needs.
The deterioration curves are used by the model to predict future conditions. A unique curve is
defined for concrete and asphalt roads. The remaining service life (RSL) of the road is defined
as the years after initial construction before the road segment drops from a 4 to a 3 PASER
rating. In other words, it is the window in which maintenance and light rehabilitation projects
are cost effective procedures. Once a road drops to poor condition (PASER 3), major
rehabilitation or total reconstruction are the only cost effective alternatives. The key to a
successful asset management plan is applying the most cost effective procedure at the proper
time. This means allocating resources to preserve the portion of the network in good to fair
condition before pursuing the heavy rehabilitation and reconstruction projects. The deterioration
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Chart 1. Concrete Deterioration Curve
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Chart 2. Asphalt Deterioration Curve
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For this analysis, a 28 year service life was used for concrete roads, and an 18 year service life
was used for the asphalt roads. The service life can be extended beyond the initial values with
preventative maintenance and rehabilitation processes as described above. The service life for a
road can vary greatly based on subsurface conditions, mix design and other factors. The
deterioration curves used in the model represent the average behavior
The pavements optimization module in Roadsoft uses the input parameters to return the
following results:
Remaining Service Life (RSL) – Years until the segment is expected to
drop from PASER rating 4 to PASER 3, at which time maintenance
procedures are no longer cost effective
Projected average PASER rating of the network each year modeled
Miles of road to receive specific treatments each year
Funding allocation per treatment per year
Total budget per year
Roadsoft does not select specific segments to receive treatment. The next step in developing a
program includes using the model output as guidance in selecting specific streets and
subdivisions for treatment. As the road program progresses, treatments and new field ratings
should be entered into Roadsoft to track the accuracy of the previous projections and improve
future model accuracy.
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VII. Analysis and Results
The local and major streets in the City of Flat Rock street system were evaluated on a network
level basis. This means the analysis sought to select a mix of fixes that would have greatest
overall impact on the average network condition. Several iterations were performed for various
funding levels and program durations. The analysis was narrowed to the five scenarios discussed
below.
It is important to look at the impact of a particular levels of investment on the remaining service
life of the system Chart 3 illustrates the projected Remaining Service Life (RSL) at various
funding levels. The RSL can be even an even more accurate representation of the health of the
network than the PASER rating. While a road may have the same PASER rating for several
years, each year of age is represented by one RSL.
Chart 3 Average Remaining Service Life Comparison
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Investment per Year for 10 years
Remaining Service Life, Year 1
Remaining Service Life, Year 10
Do Nothing 3.31 -6.70
$200,000 3.31 -4.96
$600,000 3.31 -1.02
$1 million 3.31 2.62
$1.25 million 3.31 4.80
Table 5. Comparing Investment level to RSL
The City currently has $200,000.00 budgeted for local and major street repairs. By examining
the Remaining Service Life chart and table at the current rate of the investment the RSL drops
significantly to -4.96 years. This means that in 2024 the city road network will be 5 years
beyond any type of preventive maintenance or rehabilitation to increase the RSL. Thus, in order
to raise, the remaining service, half the roads will have to be reconstructed. A $600,000
investment for ten years will lead to a decrease in RSL, but not as significant as a $200,000
investment. Even with a $1 million per year expenditure the remaining service life will stay
positive, however, will have a downward trend. With an annual investment of $1.25 million for
ten years the RSL will reach a level of 4.80, which is higher than the current year’s average of
3.31.
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VIII. Conclusions and Next Steps
The next steps in the process are identifying the investment level that will be dedicated to the
road program and selecting neighborhoods and road segments for the various treatments. The
analysis shows that the current level of $200,000 per year is not sufficient to maintain the health
of the system. Therefore a funding level of $1.25 million should be established to maintain and
improve the health of the road network, thus preventing the necessity of reconstructing half of
the City’s paved roads by 2024.
Once an investment level is determined, we recommend preparing a five year maintenance plan
as follows:
Within the first three years, identify road segments to receive preventative maintenance
in the form of joint sealing, slab replacement, and rehabilitation.
Reassess and identify, for the fourth and fifth, year a general strategy to raise the service
level. The strategy may include increasing re-construction or slab replacement with
additional preventative maintenance.
The goal is to avoid falling behind up keeping the desired level of service.
Roadsoft should be used to track all capital and maintenance work. We also recommend that a
condition rating for the entire system be collected once every three years, to establish a good data
set for the network. Maintaining a complete database of yearly ratings and maintenance
procedures which will allow the model to be further refined and provide more accurate
projections into the future. The program should be reviewed on an annual basis, and be adjusted
as necessary to meet the City’s goals.
Next Steps
Determine a level investment for the road network
Develop a five year maintenance plan
Track all maintenance and capital work with Roadsoft
After 3 years collect new PASER data
Refine model with new PASER data and maintenance data
Refine and adjust program annually to meet City’s goals
Appendix A
Examples of PASER Ratings
Matilda Ave., Emma to Telegraph
Division St., Ypsilanti St. to Gibraltar Rd.
Rating 3
Cambridge Ave., Whitby to Todd
Rating 4
Port Ave., Torry to Dover
Rating 5
Blue Heron Dr., E. Hawthorne Blvd. to Winslow Dr.
Rating 6
Evergreen St., E. Huron River to Field
Rating 7
Bradbury Dr., Meadows to Woodruff
Rating 8
Applegrove Way, Willow Springs to end of Phase I
Rating 9
Appendix B
City of Flat Rock
Paser Data for
Major Streets
Name From To Lanes Length PASER Type NFC Code RSL BMP EMP
Vreeland Rd Canadian National Railway City/Twp Line 4 0.23 2 Concrete Minor Arterial -14 0 0.113
Aspen Blvd Gibraltar Rd High School Blvd 2 0.30 3 Concrete Local -8 0 0.043
Division St Gibraltar Rd. Ypsilanti St 2 0.08 3 Concrete Local -8 0 0.054
High School Blvd Attribute Change Evergreen St 2 0.09 3 Asphalt Unknown -5 0.07 0.156
Seneca St Gibraltar Rd. Ypsilanti St 2 0.08 3 Concrete Local -8 0.137 0.2
Vreeland Rd Cahill Rd Hall Rd 2 0.26 3 Concrete Minor Arterial -8 0.156 0.231
Vreeland Rd City/Twp Line Hall Rd 4 0.48 3 Concrete Minor Arterial -8 1.466 1.728
Vreeland Rd Hall Rd International Dr 4 0.05 3 Concrete Minor Arterial -8 0 0.23
Arsenal Rd Huron St Gibraltar Rd 2 0.09 3 Concrete Local -3 0.23 0.501
Arsenal Rd Gibraltar Rd. W Huron River Dr 2 0.09 4 Concrete Local -3 0.231 0.295
Atwater St Seneca St Telegraph Rd 2 0.05 4 Concrete Local -3 0.249 0.337
Atwater St Church St Seneca St 2 0.07 4 Concrete Local -3 0.501 0.599
Evergreen St High School Blvd Seneca St 2 0.05 4 Concrete Local -3 2.227 2.247
High School Blvd Aspen Blvd Attribute Change 2 0.12 4 Concrete Local -3 0.08 0.093
Seneca St Atwater St Huron River Dr 2 0.06 4 Concrete Local -3 0.295 0.374
Vreeland Rd City/Twp Line S I 75 2 0.02 4 Concrete Minor Arterial -3 0 0.076
Vreeland Rd International Dr City/Twp Line 2 0.15 4 Concrete Minor Arterial -3 0.076 0.152
Ypsilanti St. Church St Seneca St 2 0.08 4 Concrete Local 1 0.255 0.333
Arsenal Rd Telegraph Rd Arsenal Rd & Huron St 2 0.11 5 Concrete Local 1 0.093 0.102Gateway Blvd Gibraltar Rd Commerce Dr 2 0.24 5 Concrete Local 1 0.102 0.172
Olmstead Rd Cottonwood Dr Country View Ln 2 0.17 5 Concrete Major Collector 1 0.172 0.233
Olmstead Rd Country View Ln Hickory Dr 2 0.04 5 Concrete Major Collector 1 0.233 0.24
Olmstead Rd Croft Ave Gibraltar Rd 2 0.26 5 Concrete Major Collector 1 0.24 0.317
Olmstead Rd Woodruff Rd Cottonwood Dr 2 0.04 5 Concrete Major Collector 1 0.317 0.411
Olmstead Rd Belton Ave Croft Ave 2 0.06 5 Concrete Major Collector 1 0.411 0.485
Seneca St Huron River Dr Gibraltar Rd 2 0.08 5 Concrete Local 1 0.485 0.672
Aspen Blvd High School Blvd Maxwell Ln 2 0.07 5 Concrete Local 5 0.771 1.012
Church St Atwater St Huron River Dr 2 0.06 6 Concrete Local 5 1.012 1.216
Church St Huron River Dr Gibraltar Rd 2 0.08 6 Concrete Local 5 1.216 1.259
Church St Gibraltar Rd. Ypsilanti St 2 0.08 6 Concrete Local 5 1.259 1.302
Commerce Dr Maguire St Gateway Blvd 2 0.20 6 Concrete Local 5 1.302 1.501
Evergreen St Field Ave Hill St 2 0.12 6 Concrete Local 5 1.501 1.562
Evergreen St Hill St Gibraltar Rd 2 0.13 6 Concrete Local 5 0.054 0.109
Olmstead Rd Hickory Dr Meadows Ave 2 0.09 6 Concrete Major Collector 5 0.109 0.278
Seneca St Moses St Cooke Ave 2 0.12 6 Concrete Local 5 0.124 0.209
Seneca St Ypsilanti St Moses St 2 0.07 6 Concrete Local 5 1.562 1.757
Ypsilanti St. Division St Church St 2 0.06 6 Concrete Local 5 0.193 0.255
Ypsilanti St. Seneca St Telegraph Rd & W Huron River Dr 2 0.11 6 Concrete Local 5 0.333 0.344
Aspen Blvd Maxwell Ln Hunter Ln 2 0.06 6 Concrete Local 8 0 0.078
Aspen Blvd Hunter Ln Parklane Dr 2 0.13 7 Concrete Local 8 0 0.084
Church St Ypsilanti St Cooke Ave 2 0.11 7 Concrete Local 8 0 0.064
Evergreen St Huron River Dr Field Ave 2 0.12 7 Concrete Local 8 0 0.352
Hall Rd Gibraltar Rd Roche Ave 4 0.73 7 Concrete Major Collector 8 0 0.034
City of Flat Rock
Paser Data for
Major Streets
Name From To Lanes Length PASER Type NFC Code RSL BMP EMP
Hall Rd Roche Ave Vreeland Rd 4 0.26 7 Concrete Major Collector 8 0.278 0.402
Olmstead Rd Meadows Ave Belton Ave 2 0.12 7 Concrete Major Collector 8 0.352 0.501
Vreeland Rd Telegraph Rd Riverside Ct 2 0.10 7 Concrete Minor Arterial 8 0.055 0.117
Vreeland Rd E Hawthorne Blvd & Arsenal Rd Telegraph Rd 2 0.32 7 Concrete Local 8 2.22 2.359
Vreeland Rd Peters Rd Canadian National Railway 2 0.14 7 Asphalt Minor Arterial 6 2.359 2.403
Vreeland Rd Canadian National Railway Cahill Rd 2 0.45 7 Concrete Minor Arterial 8 2.403 2.469
Arsenal Rd Canadian National Railway E Hawthorne Blvd & Vreeland Rd 2 0.58 7 Asphalt Major Collector 9 2.469 2.48
Arsenal Rd E Hawthorne Blvd & Vreeland Rd Rockridge Ct 2 0.24 8 Asphalt Major Collector 9 0 0.269
Arsenal Rd Matilda Ave City/Twp Line 2 0.06 8 Asphalt Major Collector 9 0.111 0.191
Arsenal Rd Rockridge Ct Matilda Ave 2 0.20 8 Asphalt Major Collector 9 0.117 0.193
Aspen Blvd Hunter Ln Dead End or Start 2 0.02 8 Concrete Local 12 0.269 0.462
Aspen Blvd Parklane Dr Hunter Ln 2 0.05 8 Concrete Local 12 0.462 0.669
Commerce Dr Gibraltar Rd Maguire St 2 0.07 8 Concrete Local 12 0.669 0.858
Division St Huron River Dr Gibraltar Rd 2 0.08 8 Concrete Local 12 0.927 0.988
Evergreen St Gibraltar Rd High School Blvd 2 0.29 8 Concrete Local 12 0.988 1.146
Vreeland Rd Riverside Ct Peters Rd 2 0.35 8 Asphalt Minor Arterial 9 1.146 1.772
Arsenal Rd W Huron River Dr Canadian National Railway 2 0.11 9 Asphalt Major Collector 12 1.772 1.805
PASER Ave. 5.616667
City of Flat Rock
Local Streets
PASER DataName From To Lanes Length PASER Type ACT 51 Survey Date NFC Code RSL BMP EMP
Baker St Mayfair Dr Gibraltar Rd 1 0.11 2 Concrete City Minor 11/10/13 Local -14 0.344 0.397
Matilda Ave Emma Ave Telegraph Rd 2 0.13 2 Concrete City Minor 11/10/13 Local -14 0.397 0.605
Windsor Ave Meadows Ave Whitby Ave 2 0.06 2 Concrete City Minor 11/10/13 Local -14 0.605 0.638
Apple Grove Way Willow Spring Rd Maple View Ln 2 0.24 3 Concrete City Minor 11/10/13 Local -8 0.638 0.709
Field Ave Magnolia Dr Aspen Dr 2 0.06 3 Concrete City Minor 11/10/13 Local -8 0.709 0.83
Field Ave Aspen Dr Red Cedar Dr 2 0.06 3 Concrete City Minor 11/10/13 Local -8 0.83 0.899
Maple View Ln Willow Spring Rd Apple Grove Way 2 0.08 3 Concrete City Minor 11/10/13 Local -8 0.899 0.98
Meadows Ave Windsor Ave Olmstead Rd 2 0.12 3 Concrete City Minor 11/10/13 Local -8 0.98 1.04
Red Cedar Dr Field Ave Aspen Dr 2 0.15 3 Concrete City Minor 11/10/13 Local -8 1.04 1.097
Ailanthus Dr Woodruff Rd Laurel Dr 2 0.05 4 Concrete City Minor 11/10/13 Local -3 1.097 1.158
Ailanthus Dr Palmetto Dr Dead End or Start 2 0.10 4 Concrete City Minor 11/10/13 Local -3 1.158 1.24
Alders Dr Laurel Dr Palmetto Dr 2 0.05 4 Concrete City Minor 11/10/13 Local -3 1.24 1.414
Alders Dr Palmetto Dr Meadows Ave 2 0.05 4 Concrete City Minor 11/10/13 Local -3 1.414 1.544
Aspen Dr Huron River Dr Field Ave 2 0.30 4 Concrete City Minor 11/10/13 Local -3 1.544 1.946
Aspen Dr Red Cedar Dr Magnolia Dr 2 0.06 4 Concrete City Minor 11/10/13 Local -3 1.946 2
Aspen Dr Magnolia Dr Tamarack Dr 2 0.01 4 Concrete City Minor 11/10/13 Local -3 2 2.137
Cambridge Ave Whitby Ave Todd Ave 2 0.07 4 Concrete City Minor 11/10/13 Local -3 2.137 2.173
Cooke Ave Division St Church St 2 0.09 4 Concrete City Minor 11/10/13 Local -3 2.227 2.247
Cooke Ave Church St Seneca St 2 0.11 4 Concrete City Minor 11/10/13 Local -3 0 0.155
Dover Ave Port Ave Meadows Ave 2 0.06 4 Concrete City Minor 11/10/13 Local -3 0.337 0.422
Field Ave Red Cedar Dr Tamarack Dr 2 0.06 4 Concrete City Minor 11/10/13 Local -3 0.422 0.619
Field Ave Walnut St Magnolia Dr 2 0.07 4 Concrete City Minor 11/10/13 Local -3 0.619 0.772
Hawthorne Blvd Blue Heron Dr Arsenal Rd 2 0.12 4 Concrete City Minor 11/10/13 Local -3 0 0.11
Laurel Dr Alders Dr Ailanthus Dr 2 0.20 4 Concrete City Minor 11/10/13 Local -3 0.11 0.195
Magnolia Dr Field Ave Magnolia Ct 2 0.17 4 Concrete City Minor 11/10/13 Local -3 0.195 0.284
Magnolia Dr Magnolia Ct Aspen Dr 2 0.09 4 Concrete City Minor 11/10/13 Local -3 0.284 0.392
Matilda Ave Arsenal Rd Emma Ave 2 0.30 4 Concrete City Minor 11/10/13 Local -3 0.392 0.968
Meadows Ave Dead End or Start Dover Ave 2 0.09 4 Concrete City Minor 11/10/13 Local -3 0.772 0.955
Red Cedar Dr Huron River Dr Field Ave 2 0.35 4 Concrete City Minor 11/10/13 Local -3 0.955 1.132
Tamarack Dr Tamarack Ct & Tamarack St Meadows Ave 2 0.08 4 Concrete City Minor 11/10/13 Local -3 0.968 1.205
Van Riper Ave Huron River Dr Gibraltar Rd 2 0.29 4 Concrete City Minor 11/10/13 Local -3 1.205 1.404
Whitby Ave Windsor Ave Dead End or Start 2 0.08 4 Concrete City Minor 11/10/13 Local -3 1.404 1.466
Willow Spring Rd Huron River Dr Maple View Ln 2 0.07 4 Concrete City Minor 11/10/13 Local -3 0 0.048
Willow Spring Rd Maple View Ln Apple Grove Way 2 0.15 4 Concrete City Minor 11/10/13 Local -3 0.048 0.112
Winslow Dr Blue Heron Dr Blue Heron Dr 2 0.17 4 Concrete City Minor 11/10/13 Local -3 0.112 0.155
Ailanthus Dr Laurel Dr Palmetto Dr 2 0.06 5 Concrete City Minor 11/10/13 Local 1 0.155 0.192
Alders Dr Woodruff Rd Laurel Dr 2 0.04 5 Concrete City Minor 11/10/13 Local 1 0.192 0.331
Apple Grove Way Glen View Ln Newer Pavement Section 2 0.09 5 Concrete City Minor 11/10/13 Local 1 0.331 0.718
Apple Grove Way Maple View Ln Dead End or Start 2 0.03 5 Concrete City Minor 11/10/13 Local 1 0 0.069
Aspen Blvd Field Ave Red Cedar Dr 2 0.15 5 Concrete City Minor 11/10/13 Local 1 0.568 0.866
Blue Heron Dr Rose Dr Wallace Dr 2 0.08 5 Concrete City Minor 11/10/13 Local 1 0 0.044
Page 1 of 5
City of Flat Rock
Local Streets
PASER DataBlue Heron Dr Woodline Ct Wallace Dr 2 0.04 5 Concrete City Minor 11/10/13 Local 1 0.044 0.138
Cambridge Ave Todd Ave Gibraltar Rd 2 0.30 5 Concrete City Minor 11/10/13 Local 1 0.069 0.115
Division St Ypsilanti St Cooke Ave 2 0.04 5 Concrete City Minor 11/10/13 Local 1 0.081 0.145
Division St Wesley Ave Sheeks Blvd N 2 0.06 5 Concrete City Minor 11/10/13 Local 1 0.138 0.196
Dover Ave Woodruff Rd Port Ave 2 0.26 5 Concrete City Minor 11/10/13 Local 1 0.145 0.222
Field Ave Tamarack Dr Field St 2 0.04 5 Concrete City Minor 11/10/13 Local 1 0.196 0.349
Hawthorne Blvd Inkster Rd Hawthorne & Blue Heron 2 0.16 5 Concrete City Minor 11/10/13 Local 1 0.349 0.417
Hawthorne Blvd W Hawthorne & Blue Heron Rose Dr 2 0.09 5 Concrete City Minor 11/10/13 Local 1 0.417 0.492
Magnolia Ct Magnolia Dr Dead End or Start 2 0.05 5 Concrete City Minor 11/10/13 Local 1 0.492 0.558
Magnolia Dr Huron River Dr Field Ave 2 0.25 5 Concrete City Minor 11/10/13 Local 1 0.558 0.643
Port Ave Torry Ave Dover Ave 2 0.06 5 Concrete City Minor 11/10/13 Local 1 0.643 0.802
Sheeks Blvd N Gibraltar Rd Division St 2 0.14 5 Concrete City Minor 11/10/13 Local 1 0 0.069
Sheeks Blvd N Division St Attribute Change 2 0.17 5 Concrete City Minor 11/10/13 Local 1 0.222 0.299
Sheeks Blvd N Attribute Change Seneca St 2 0.03 5 Concrete Undefined 11/10/13 Unknown 1 0.069 0.269
Sheeks Blvd S Huron River Dr N Sheeks N & Sheeks S 2 0.03 5 Concrete City Minor 11/10/13 Local 1 0.2 0.362
Sheeks Blvd S N Sheeks N & S Sheeks Wesley Ave 2 0.10 5 Concrete City Minor 11/10/13 Local 1 0 0.07
Sheeks Blvd S Wesley Ave Gibraltar Rd 2 0.13 5 Concrete City Minor 11/10/13 Local 1 0 0.117
Torry Ave Woodruff Rd Kenmore Ave 2 0.15 5 Concrete City Minor 11/10/13 Local 1 0.117 0.24
Torry Ave Kenmore Ave Port Ave 2 0.11 5 Concrete City Minor 11/10/13 Local 1 0.24 0.367
Wesley Ave Church St Seneca St 2 0.11 5 Concrete City Minor 11/10/13 Local 1 0.367 0.653
Whitby Ave Cambridge Ave Sussex Ave 2 0.05 5 Concrete City Minor 11/10/13 Local 1 0.653 0.702
Whitby Ave Sussex Ave Windsor Ave 2 0.06 5 Concrete City Minor 11/10/13 Local 1 0 0.238
Windsor Ave Whitby Ave Belton Ave 2 0.06 5 Concrete City Minor 11/10/13 Local 1 0 0.726
Belton Ave Windsor Ave Olmstead Rd 2 0.11 6 Concrete City Minor 11/10/13 Local 5 0 0.124
Blue Heron Dr Wallace Dr Woodline Ct 2 0.09 6 Concrete City Minor 11/10/13 Local 5 0.726 0.989
Blue Heron Dr Wallace Dr Winslow Dr 2 0.05 6 Concrete City Minor 11/10/13 Local 5 0 0.055
Blue Heron Dr Winslow Dr Ashtonbury Ct 2 0.06 6 Concrete City Minor 11/10/13 Local 5 0 0.132
Blue Heron Dr Hawthorne Blvd & W Hawthorne BlvdMcBeth Ct 2 0.06 6 Concrete City Minor 11/10/13 Local 5 0.778 0.822
Blue Heron Dr McBeth Ct Rose Dr 2 0.11 6 Concrete City Minor 11/10/13 Local 5 0.822 0.989
Blue Heron Dr Ashtonbury Ct Winslow Dr 2 0.10 6 Concrete City Minor 11/10/13 Local 5 0.989 1.025
Blue Heron Dr Winslow Dr Hawthorne Blvd & E Hawthorne Blvd 2 0.06 6 Concrete City Minor 11/10/13 Local 5 0 0.063
Croft Ave Sussex Ave Olmstead Rd 2 0.17 6 Concrete City Minor 11/10/13 Local 5 0.063 0.14
Division St Cooke Ave Wesley Ave 2 0.07 6 Concrete City Minor 11/10/13 Local 5 1.025 1.111
Field Ave Evergreen St Walnut St 2 0.07 6 Concrete City Minor 11/10/13 Local 5 1.111 1.227
Hawthorne Blvd Rose Dr Arcadia Dr 2 0.06 6 Concrete City Minor 11/10/13 Local 5 1.227 1.282
Hawthorne Blvd Arcadia Dr Arcadia Dr 2 0.19 6 Concrete City Minor 11/10/13 Local 5 1.282 1.547
Hill St Evergreen St Walnut St 2 0.07 6 Concrete City Minor 11/10/13 Local 5 0.286 0.403
Kenmore Ave Torry Ave Attribute Change 2 0.03 6 Concrete City Minor 11/10/13 Local 5 0 0.322
Mary Ct Rose Dr Dead End or Start 2 0.03 6 Concrete City Minor 11/10/13 Local 5 0 0.106
Meadows Ave Dover Ave Windsor Ave 2 0.05 6 Concrete City Minor 11/10/13 Local 5 0 0.096
Palmetto Dr Larches Ave Ailanthus Dr 2 0.06 6 Concrete City Minor 11/10/13 Local 5 0.096 0.448
Robin Ct Rose Dr Dead End or Start 2 0.03 6 Concrete City Minor 11/10/13 Local 5 0.448 0.588
Rose Dr Hawthorne Blvd Mary Ct 2 0.06 6 Concrete City Minor 11/10/13 Local 5 0.588 1.035
Page 2 of 5
City of Flat Rock
Local Streets
PASER DataRose Dr Hawthorne Blvd Mary Ct 2 0.06 6 Concrete City Minor 11/10/13 Local 5 1.035 1.295
Rose Dr Mary Ct Robin Ct 2 0.06 6 Concrete City Minor 11/10/13 Local 5 1.31 1.545
Sussex Ave Whitby Ave Croft Ave 2 0.11 6 Concrete City Minor 11/10/13 Local 5 0 0.063
Tamarack Dr Circle Ct Tamarack Ct & Tamarack Dr 2 0.05 6 Concrete City Minor 11/10/13 Local 5 0.063 0.139
Wallace Dr Blue Heron Dr Blue Heron Dr 2 0.22 6 Concrete City Minor 11/10/13 Local 5 1.545 2.027
Walnut St Huron River Dr Field Ave 2 0.18 6 Concrete City Minor 11/10/13 Local 5 2.027 2.075
Walnut St Field Ave Hill St 2 0.12 6 Concrete City Minor 11/10/13 Local 5 2.075 2.227
Walnut St Hill St Gibraltar Rd 2 0.13 6 Concrete City Minor 11/10/13 Local 5 0.139 0.249
Woodline Ct Blue Heron Dr Dead End or Start 2 0.05 6 Concrete City Minor 11/10/13 Local 5 0 0.053
Arcadia Dr Hawthorne Blvd Hawthorne Blvd 2 0.20 7 Concrete City Minor 11/10/13 Local 8 0.053 0.11
Ashtonbury Ct Blue Heron Dr Dead End or Start 2 0.03 7 Concrete City Minor 11/10/13 Local 8 0.11 0.207
Boulder Dr Rockridge Ct Dead End or Start 2 0.06 7 Concrete City Minor 11/10/13 Local 8 0 0.044
Bradbury Dr Meadows Ave Cahill Rd 2 0.39 7 Concrete Undefined 11/10/13 Unknown 8 0.033 0.062
Cahill Rd Meadows Ave Romero Ave 2 0.07 7 Concrete Undefined 11/10/13 Unknown 8 0 0.117
Cahill Rd Romero Ave Harrison Cir 2 0.08 7 Concrete Undefined 11/10/13 Unknown 8 0.044 0.096
Cottonwood Dr Olmstead Rd Bayberry Ct & Linden Ct 2 0.08 7 Concrete City Minor 11/10/13 Local 8 0.096 0.146
Cottonwood Dr Bayberry Ct & Linden Ct Hickory Ct & Hickory Dr 2 0.07 7 Concrete City Minor 11/10/13 Local 8 0 0.092
Country View Ln Olmstead Rd Dead End or Start 2 0.10 7 Concrete City Minor 11/10/13 Local 8 0.092 0.184
Emma Ave Matilda Ave Dead End or Start 2 0.19 7 Concrete City Minor 11/10/13 Local 8 0.184 0.425
Glen View Ln Pear Tree Ct Dead End or Start 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0.425 0.455
Hawthorne Blvd Arcadia Dr E Hawthorne Blvd & Blue Heron Dr 2 0.11 7 Concrete City Minor 11/10/13 Local 8 0 0.2
Hickory Dr Olmstead Rd Cherry Blossom Ln 2 0.08 7 Concrete City Minor 11/10/13 Local 8 0 0.031
Hickory Dr Cherry Blossom Ln Sassafras Dr 2 0.15 7 Concrete City Minor 11/10/13 Local 8 0 0.3
Hickory Dr Sassafras Dr Cherry Blossom Ln 2 0.07 7 Concrete City Minor 11/10/13 Local 8 0.3 0.446
Hunter Ln Hunter Ct Aspen Blvd 2 0.28 7 Concrete City Minor 11/10/13 Local 8 0.446 0.502
Larches Ave Palmetto Dr Meadows Ave 2 0.09 7 Concrete City Minor 11/10/13 Local 8 0.502 0.507
McBeth Ct Blue Heron Dr Dead End or Start 2 0.03 7 Concrete City Minor 11/10/13 Local 8 0.507 0.568
Palmetto Dr Alders Dr Larches Ave 2 0.14 7 Concrete City Minor 11/10/13 Local 8 0.866 0.937
Parklane Dr Aspen Blvd Summer Ln 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0.937 0.996
Parklane Dr Summer Ln Essex 2 0.06 7 Concrete City Minor 11/10/13 Local 8 0.996 1.13
Parklane Dr Greenlawn Dr Summer Ln 2 0.12 7 Concrete City Minor 11/10/13 Local 8 0 0.046
Pear Tree Ct Glen View Ln Dead End or Start 2 0.08 7 Concrete City Minor 11/10/13 Local 8 0 0.111
Rockridge Ct Boulder Dr Stoneway Dr 2 0.06 7 Concrete City Minor 11/10/13 Local 8 0 0.058
Rockridge Ct Stoneway Dr Dead End or Start 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0 0.086
Rockridge Ct Arsenal Rd Boulder Dr 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0.079 0.186
Rose Dr Robin Ct Blue Heron Dr 2 0.08 7 Concrete City Minor 11/10/13 Local 8 0.086 0.284
Rockridge Ct Stoneway Dr Dead End or Start 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0.284 0.307
Rockridge Ct Arsenal Rd Boulder Dr 2 0.05 7 Concrete City Minor 11/10/13 Local 8 1.13 1.182
Rose Dr Robin Ct Blue Heron Dr 2 0.08 7 Concrete City Minor 11/10/13 Local 8 1.182 1.205
Stoneway Dr Rockridge Ct Dead End or Start 2 0.05 7 Concrete City Minor 11/10/13 Local 8 0.058 0.17
Sussex Ave Croft Ave Dead End or Start 2 0.03 7 Concrete City Minor 11/10/13 Local 8 0.249 0.341
Tamarack Dr Field Ave Silver Ct 2 0.18 7 Concrete City Minor 11/10/13 Local 8 0.341 0.386
Tamarack Dr Meadows Ave Field Ave 2 0.21 7 Concrete City Minor 11/10/13 Local 8 0.386 0.437
Page 3 of 5
City of Flat Rock
Local Streets
PASER DataTamarack Dr Huron River Dr Circle Ct 2 0.07 7 Concrete City Minor 11/10/13 Local 8 0.437 0.498
Todd Ave Cambridge Ave Dead End or Start 2 0.03 7 Concrete City Minor 11/10/13 Local 8 0.498 0.603
Wesley Ave Division St Church St 2 0.09 7 Concrete City Minor 11/10/13 Local 8 0.603 0.666
Wesley Ave Sheeks Blvd S Gibraltar Rd 2 0.19 7 Concrete City Minor 11/10/13 Local 8 0 0.059
Aspen Blvd Tamarack Dr Gibraltar Rd & Aspen Blvd 2 0.06 8 Concrete City Minor 11/10/13 Local 12 0 0.123
Aspen Blvd Parklane Dr Hunter Ln 2 0.05 8 Concrete City Minor 11/10/13 Local 12 0.123 0.212
Austen Ave Cahill Rd Bradbury Dr 2 0.15 8 Concrete Undefined 11/10/13 Unknown 12 0 0.458
Bayberry Ct Linden Ct & Cottonwood Dr Dead End or Start 2 0.05 8 Concrete City Minor 11/10/13 Local 12 0.458 0.723
Bradbury Dr Woodruff Rd Scott Ave 2 0.05 8 Concrete Undefined 11/10/13 Unknown 12 0.723 0.992
Bradbury Dr Scott Ave Austen Ave 2 0.06 8 Concrete Undefined 11/10/13 Unknown 12 0 0.073
Bradbury Dr Austen Ave Kenmore Ave 2 0.04 8 Concrete Undefined 11/10/13 Unknown 12 0 0.271
Bradbury Dr Kenmore Ave Koszula Ave 2 0.04 8 Concrete Undefined 11/10/13 Unknown 12 0 0.185
Bradbury Dr Koszula Ave Meadows Ave 2 0.14 8 Concrete Undefined 11/10/13 Unknown 12 0.073 0.377
Cahill Rd Woodruff Rd Scott Ave 2 0.04 8 Concrete Undefined 11/10/13 Unknown 12 0.299 0.404
Cahill Rd Scott Ave Austen Ave 2 0.09 8 Concrete Undefined 11/10/13 Unknown 12 0 0.185
Cahill Rd Austen Ave Koszuta Ave 2 0.06 8 Concrete Undefined 11/10/13 Unknown 12 0 0.034
Cahill Rd Koszuta Ave Meadows Ave 2 0.15 8 Concrete Undefined 11/10/13 Unknown 12 0.404 0.472
Cahill Rd Harrison Cir Harrison Cir 2 0.07 8 Concrete Undefined 11/10/13 Unknown 12 0 0.087
Cahill Rd Harrison Cir Bradbury Dr 2 0.08 8 Concrete Undefined 11/10/13 Unknown 12 0 0.188
Cahill Rd Bradbury Dr Gibraltar Rd 2 0.16 8 Concrete Undefined 11/10/13 Unknown 12 0 0.085
Celtic Dr Trinity Dr Trinity Dr 2 0.27 8 Concrete City Minor 11/10/13 Local 12 0.085 0.158
Cherry Blossom Ln Hickory Dr Hickory Dr 2 0.19 8 Concrete City Minor 11/10/13 Local 12 0.087 0.2Circle Ct Tamarack St Dead End or Start 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0 0.097
Essex Parklane Dr Dead End or Start 2 0.05 8 Concrete City Minor 11/10/13 Local 12 0 0.172
Fairlawn Dr Summer Ln Summer Ln 2 0.21 8 Concrete City Minor 11/10/13 Local 12 0.306 0.337
Greenlawn Dr Parklane Dr Dead End or Start 2 0.11 8 Concrete City Minor 11/10/13 Local 12 0.152 0.195
Harrison Cir Cahill Rd Cahill Rd 2 0.11 8 Concrete Undefined 11/10/13 Unknown 12 0.195 0.262
Hickory Dr Cherry Blossom Ln Hickory Ct & Cottonwood Dr 2 0.09 8 Concrete City Minor 11/10/13 Local 12 0.262 0.325
Hickory Dr Hickory Dr & Cottonwood Dr Dead End or Start 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0 0.264
Hunter Ct Hunter Ln Dead End or Start 2 0.04 8 Concrete City Minor 11/10/13 Local 12 0.264 0.325
Hunter Ln Aspen Blvd Hunter Ct 2 0.06 8 Concrete City Minor 11/10/13 Local 12 0 0.193
Kenmore Ave Attribute Change Bradbury Dr 2 0.03 8 Concrete Undefined 11/10/13 Unknown 12 0 0.048
Koszula Ave Cahill Rd Bradbury Dr 2 0.12 8 Concrete Undefined 11/10/13 Unknown 12 0 0.21
Linden Ct Bayberry Ct & Cottonwood Dr Dead End or Start 2 0.04 8 Concrete City Minor 11/10/13 Local 12 0.14 0.2
Maxwell Ln Aspen Blvd Pondside Ct 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0.2 0.257
Maxwell Ln Pondside Ct Dead End or Start 2 0.07 8 Concrete City Minor 11/10/13 Local 12 0.257 0.317
Meadows Ave Alders Dr Larches Ave 2 0.13 8 Concrete City Minor 11/10/13 Local 12 0 0.113
Meadows Ave Larches Ave Dead End or Start 2 0.01 8 Concrete City Minor 11/10/13 Local 12 0 0.114
Meadows Ave Bradbury Dr Cahill Rd 2 0.09 8 Concrete Undefined 11/10/13 Unknown 12 0 0.161
Meadows Ave Cahill Rd Romero Ave 2 0.20 8 Concrete Undefined 11/10/13 Unknown 12 0.113 0.211
Meadows Ave Romero Ave Dead End or Start 2 0.02 8 Concrete Undefined 11/10/13 Unknown 12 0.211 0.262
Meadows Ave Tamarack Dr Alders Dr 2 0.19 8 Concrete City Minor 11/10/13 Local 12 0.317 0.357
Mill St Huron River Dr Gibraltar Rd 2 0.11 8 Concrete City Minor 11/10/13 Local 12 0.161 0.249
Page 4 of 5
City of Flat Rock
Local Streets
PASER DataParklane Dr Essex Greenlawn Dr 2 0.17 8 Concrete City Minor 11/10/13 Local 12 0.249 0.308
Pondside Ct Maxwell Ln Dead End or Start 2 0.08 8 Concrete City Minor 11/10/13 Local 12 0.308 0.5
Regency Dr Summer Ln Dead End or Start 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0.5 0.614
Sassafras Dr Hickory Dr Dead End or Start 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0.614 0.735
Scott Ave Cahill Rd Bradbury Dr 2 0.19 8 Concrete Undefined 11/10/13 Unknown 12 0 0.079
Silver Ct Tamarack Dr Dead End or Start 2 0.03 8 Concrete City Minor 11/10/13 Local 12 0.392 0.425
Summer Ln Parklane Dr Fairlawn Dr 2 0.05 8 Concrete City Minor 11/10/13 Local 12 0 0.074
Summer Ln Fairlawn Dr Regency Dr 2 0.04 8 Concrete City Minor 11/10/13 Local 12 0 0.042
Summer Ln Regency Dr Fairlawn Dr 2 0.13 8 Concrete City Minor 11/10/13 Local 12 0 0.062
Summer Ln Fairlawn Dr Parklane Dr 2 0.06 8 Concrete City Minor 11/10/13 Local 12 0 0.033
Summer Ln Parklane Dr Cahill Rd 2 0.19 8 Concrete City Minor 11/10/13 Local 12 0 0.088
Tamarack Ct Tamarack Dr & Tamarack St Dead End or Start 2 0.09 8 Concrete City Minor 11/10/13 Local 12 0.062 0.34
Tamarack Dr Silver Ct Aspen Dr 2 0.05 8 Concrete City Minor 11/10/13 Local 12 0 0.201
Celtic Dr Inkster Rd Celtic Dr 3 0.04 8 Concrete City Minor 11/10/13 Local 12 0 0.044
Celtic Dr Celtic Dr Celtic Dr 2 0.28 8 Concrete City Minor 11/10/13 Local 12 0 0.048
Apple Grove Way Newer Pavement Section Willow Spring Rd 2 0.09 9 Concrete City Minor 11/10/13 Local 16 0 0.046
18.65 6.204301 Average Paser Rating Centerline Miles:
Page 5 of 5
