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Sunflower Village Pavement Management By: Dr. Nishantha Bandara, Remington Koch & Susan Henson 1

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Sunflower Village Pavement Management

By: Dr. Nishantha Bandara, Remington Koch & Susan Henson

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A Pavement Management System (PMS) is used to make cost-effective decisions about design, construction, maintenance and rehabilitation of pavements.

Where – which pavement in the network

When – timing of Maintenance and Repair

What – what type of Maintenance and Repair to perform

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Pavement Management in Action

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PMS Should Answer the Following Questions

What is the current health of the pavement network?

Which pavement sections need work?

Which sections should be worked on first?

How much money do we need?

What impacts will funding changes have?

Sunflower Village Pavement System

North Neighborhoods South Neighborhoods

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Previous Pavement Survey Results based on PASER rating system

PASER Pavement Rating System

Previous surveys utilized PASERsystem

Based on a visual inspection of current rating

1-10 scale, 1-worst, 10-best No individual distress identification and

measurements

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Pavement Distress Surveys

Characterization of distresses by

Type

Severity

Extent

Distress Identification Manual

Benefits Consistent definitions

Standardized

Calibration

Degree of Sophistication PCI (Pavement Condition Index) – developed by US Army Corps of Engineers,

ASTM D5340 and D6433 for roads and airports – used in this study

LTPP (US, Network management)

PASER – Used by Michigan Counties

Manual Distress Surveys

Pre-survey activities Network definition

Sampling

10%-25% for network level

Higher for project level

Initial windshield survey

Detailed distress survey Record type, severity and extent

Distress Maps

Data Collection Method

Five groups of students evaluated all of the roads

PCI method of random sampling Sample size = 6 -9 slabs

Additional sampling of particularly deteriorated areas

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Sample Data Sheets

Observed Distresses

Observed Distresses

Sampling (Example)

Pavement Condition Index (PCI)

Present condition of the pavement based on the distresses observed on the surface

Deduct Curves apply weighing values for each distress.

Depend on: Distress Type

Severity

Amount of Density

ArcGIS Integration

Attractive way to display pavement management information

Combined system to track historical pavement data

Allows historical analysis of pavement repair effectiveness

Pavement deterioration monitoring

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PCI Maps – North Section

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PCI Breakdown – North Section

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3%

18%

34%

32%

13%

0%

NORTH SECTION PCI BREAKDOWN BY AREA (SQ FEET)10 - 25 Serious 26 - 40 Very Poor 41 - 55 Poor 56 - 70 Fair 71 - 85 Satisfactory 86 - 100 Good26548 sq feet          160629 sq feet             304750 sq feet      285974 sq feet     121046 sq feet             3611 sq feet

PCI Maps – South Section

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PCI Breakdown – South Section

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4…6%

14%

41%

31%

4%

SOUTH SECTION PCI BREAKDOWN BY AREA (SQ FEET)10 - 25 Serious 26 - 40 Very Poor 41 - 55 Poor 56 - 70 Fair 71 - 85 Satisfactory 86 - 100 Good57766 sq feet            88075 sq feet                212900 sq feet     625815 sq feet    472667 sq feet                   63581 sq feet

Pavement Rehabilitation Costs Pavement maintenance repair categories

Localized safety – Concrete patching

Localized preventive – Crack sealing

Global preventive – Crack sealing, Diamond grinding

Major Maintenance and Rehabilitation – Overlay, Reconstruction

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Sample Unit Costs (Based on MDOT Unit Costs)

Localized safety and preventive type treatments $1.25/LF Crack/Joint Fill

$5.41/SF Slab Replacement

Major M&R treatments were not considered

Table 3: Work to be Completed by Section

Sample Repair Recommendation

Pavement Rehabilitation Cost Calculation PCI vs. Repair Cost per Square Feet was calculated based on a sample of pavement sections

Poor correlation

Can be improved by including all sections

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y = 21.499e‐0.07xR² = 0.358

0

1

2

3

4

5

6

7

8

0 10 20 30 40 50 60 70 80 90

Repair Co

st ($

/Sq.Ft.)

PCI

PCI Vs. Cost of Maintenance

Pavement Repair Costs – North Section

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Pavement Repair Costs – South Section

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Summary – Number of Sections in Each PCI Level

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9

32

57

88

47

6

0

10

20

30

40

50

60

70

80

90

100

10 - 25Serious

26 - 40 VeryPoor

41 - 55 Poor 56 - 70 Fair 71 - 85Satisfactory

86 - 100Good

Num

ber

of S

ecti

ons

PCI

Summary – Total Pavement Area in Each PCI Level

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84,314

248,704

517,650

911,789

593,713

67,192

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

900,000

1,000,000

10 - 25Serious

26 - 40 VeryPoor

41 - 55 Poor 56 - 70 Fair 71 - 85Satisfactory

86 - 100 Good

Tota

l Are

a (S

q. F

t.)

PCI

Summary – Total Repair Cost in Each PCI Level

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$465,804

$551,428

$389,109

$250,524

$64,612

$2,542$0

$100,000

$200,000

$300,000

$400,000

$500,000

$600,000

10 - 25Serious

26 - 40 VeryPoor

41 - 55 Poor 56 - 70 Fair 71 - 85Satisfactory

86 - 100 Good

Repa

ir C

ost

($)

PCI

Summary Excel Based Pavement Inventory was developed

Arc GIS based pavement management system was developed for easy visualization of PMS data

Every two years pavement condition data will be updated

Sunflower Home Owners Association can use the developed data and results for

Understanding the current health of the road network

Funding needs

prioritizing repair decisions

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Questions?Thank you

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