10 Pavement Management Program

City of Glendale — Regular Meeting (2023-10-05)

View PDF Item 10 Meeting page

Extracted text (via pymupdf) 5224 characters
Pavement Management Program Plan
October 5, 2023

Agenda
2
1
• Overview of Pavement Conditions
2
• Pavement Management Process
3
• Pavement Condition Survey
4
• Representative Conditions
5
• Analysis and Project Planning

3
Typical Asphalt Pavement Section
(Or Slurry Seal)
6”-12”
2”-4”
4”-12”
4”-12”
7”-18”
17”-42”
1”-2”

4
Typical Asphalt Pavement Section
• Aggregate Base Course is a very important element of any pavement section.
• It is typically composed of crushed rock about ¾” in size down to dust.
• When properly compacted, it provides the foundation upon which asphalt or concrete 
is placed on.
Surface Course
Binder Course
Base Course
Subbase Course
Compacted Subgrade
Natural Subgrade
Seal Coat (Or Slurry Seal)
Pavement

5
Pavement Management Process

• Develop and organize the pavement inventory.
• Assess the current condition of pavements.
• Develop models to predict future conditions.
• Report on past and future pavement performance.
• Develop scenarios for pavement management based on 
the budget or condition requirements.
• Plan and prioritize projects.
• Suggest most cost-effective treatments for the projects.
6
MicroPaver

7
Cost of Deferral
Pavement Age
15% drop in 
condition
15% of pavement life
Costs $ to 
Preserve
Costs $$$$ to 
Rehabilitate
40% of pavement life
40% drop in 
condition
100
82
70
60
50
40
25
0
Excellent
Good
Fair/Critical
Marginal
Poor
Very Poor
Failed
(~$1)
(~$8-10)
Where we are 
(PCI of 58)
Pavement Condition Index
(PCI)

8
Right Treatment, Right Time
100
82
70
60
50
40
25
0
Excellent
Good
Fair/Critical
Marginal
Poor
Very Poor
Failed
Time
Pavement Condition
Target Zone for Pavement 
Preservation
Pavement Life Cycle
Increased Pavement Life
Target Zone for Pavement Rehabilitation
Target Zone for Pavement Reconstruction 
Pavement Condition Index
(PCI)

9
Pavement Condition Survey

10
Various Pavement Distresses
Alligator Cracking
Raveling
Bleeding
Rutting
Longitudinal & 
Transverse Cracking
Block Cracking
Patching
Edge Cracking
Distortion
Weathering

• Two downward mounted 
lasers
– 3D, high-speed scanning and 
pattern recognition
– Collect additional 
International Roughness 
Index (IRI)
– Also, collects pavement 
distress and deformation to 
full depth of the roadway
11
Data Collection and Validation

• High-definition 4k 
cameras
– Collect forward, 
downward, and rearward 
pavement 
distress/deformation
• Realtime validation of 
collected data by the 
technician in the field
– Distress severities and 
extents
12
Data Collection and Validation

13
Laser Crack Measurement System 
(LCMS-2) Pavement Distress Analysis
Sealed Cracks
Utilities
Concrete Joints
Cracks

14
Pavement Condition Index (PCI)
100
82
70
60
50
40
25
0
Excellent
Good
Fair/Critical
Marginal
Poor
Very Poor
Failed
PCI
[0-100]
Requiring 
Reconstruction, 
PCI < 40
At about a 40 PCI or below
Routine Repair & Maintenance 
is no longer an option!

15
Overview of Pavement Conditions

16
2023 Pavement Conditions
Centerline Miles: 
774
Network Average 
PCI: 58
Reconstruction 
Needed: 24%
Percent Area (%)
7%
17%
10%
15%
21%
16%
14%
54 Miles
131 Miles
77 Miles
115 Miles
162 Miles
125 Miles
110 Miles

17
2023 Pavement Conditions per 
Functional Class
Functional Class
Area (SY)
Length (Mile)
PCI
2,499,961 
65
58
2,008,287 
62
54
2,280,652 
91
64
11,092,455 
556
57
14%
11%
13%
62%
Major Arterial
Arterial
Collector
Local

• Recent 7 years – Stabilized pavement throughout 
the City.
• Next 10 years – Bring pavement up to good 
condition (70-82 PCI), so that we spend less and 
thereby maximize spending to provide longer 
pavement life.
• Ultimate target – Bring pavement to excellent 
(82+ PCI) condition.
18
PMP Strategy

19
Analysis and Project Planning

• Based on current funding levels (PMP budget + Bonds) 
~30M/Yr.
• Identify annual budget to:
– Maintain current PCI.
– Funding for PCI of 72 in 5 years & 10 years.
– Funding for PCI of 82 in 5 years & 10 years.
20
Analysis and Project Planning

21
Funding Level Impact on PCI
Duration
Post PCI
Annual Budget 
($M/Yr)
10
58
20.8
10
72
31.0
10
82
35.9
Duration
Post PCI
Annual Budget 
($M/Yr)
5
58
12.5
5
72
41.7
5
82
51.5

22
Funding Level Impact on PCI
FY
PMP Budget
(Transportation 
Sales Tax & HURF)
($M)*
Bond
Budget**
($M)
Total 
Budget 
($M)
Mileage to
Rehab/Reconst.
FY24
17.1
11.4
28.5
141
FY25
18.1
11.6
29.6
145
FY26
19.0
12.0
31.0
150
FY27
19.9
11.5
31.4
152
FY28
20.9
6.8
27.7
135
FY29
21.9
7.0
28.9
141
FY30
23.0
7.2
30.2
146
FY31
24.1
7.4
31.5
152
FY32
25.3
5.6
30.8
150
FY33
26.5
1.0
27.5
134
FY24-28 Total:
94.9
53.3
148.2
723
FY29-33 Total:
120.8
28.2
149.0
723
FY24-33 Total:
215.7
81.5
297.2
1446
Current Funding
Duration
Post PCI
Annual Budget 
($M/Yr)
5
63
30
10
70
30
*FY 2024-2033 CIP
**Annual budget amounts identified do not include adjustments needed for inflation.

23
Fiscal Year 2024 Proposed PMP

24
Fiscal Year 2024 Proposed PMP
• Pavement Preservation
– 135 miles (2,937,122 SY)
• Reconstruction
– 6 miles of reconstruction
• 83rd Ave from Glendale Ave to Northern (Yucca) 1 Mile
• 51st Ave from Olive Ave to Cactus Rd (Cactus, Barrel, & Sahuaro) 2 
Miles
• 67th Ave from Greenway Rd to Bell Rd (Sahuaro) 1 Mile
• 67th Ave from Beardsley Rd to Pinnacle Peak Rd (Cholla) 2 Miles

Questions?