CC 2021-04-27_11b Streets Selection_2021 Street Repairs project_PP PresentationConsideration of Alternatives for the 2021 Street Repairs
Presented by Joe Ririe P.E.
& Bill Robeson
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Presentation Goals
Pavement Basics (Pavement 101)
Pavement Preservation Principles
Current Pavement System Conditions
Consideration of Alternatives
Review of Previous Plan
Discuss Proposed Plan
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Pavement Basics
(Pavement 101)
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What Determines a Pavement Section?
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Pavement Deterioration Curve
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Pavement Deterioration
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The Impact of Sun and Water
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The Impact of Heavy Loads
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Common Pavement Distresses
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Evaluating Common Pavement Distresses
Alligator cracking
Block cracking
Distortions
Longitudinal / transverse cracking
Patches
Rutting / depressions
Weathering / Raveling
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Evaluating Pavement
The Pavement Condition Index
100 – 91 = Excellent
90 – 71 = Good
70 – 51 = Fair
50 – 31 = Poor
30 – 0 = Failed
Developed by the U. S. Army Corp of Engineers during World War II and standardized by ASTM, the PCI is an objective and rational basis for determining pavement condition and establishing
maintenance priorities.
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Applying the RIGHT TREATMENT
to the RIGHT PAVEMENT
at the RIGHT TIME
using the RIGHT MATERIALS
Pavement Preservation Principles
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Pavement Preservation Timing
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Good Pavement Management
Best-First Management
Worst-First Management
Critical-Point Management
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Maintained Road System
Roadway Replacement Cost = $268,000,000
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$1,020,113 $885,439 $857,584 $701,092 $1,004,699 $1,125,000 $620,000 $894,000 $1,121,000 $1,230,000
Year
Budget Consequences
$1,020,113 $885,439 $857,584 $701,092 $1,004,699 $1,125,000 $620,000 $894,000 $1,121,000 $1,230,000
Year
$1,020,113 $885,439 $857,584 $701,092 $1,004,699 $1,125,000 $620,000 $894,000 $1,121,000 $1,230,000
Year
Current Budget
Current Budget
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Previous Plan
2019 Base Bid: West Branch Street and Traffic Way – Digouts & Striping and East Cherry – Digouts & Overlay (~$936,000)
2020 Curb Ramps on James Way
2021 Overlay & Striping on James Way
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2021 Critical Street Prioritization
Valley Road – Sunrise Terrace to Creek Bridge
Corbett Canyon Road – Route 227 to City Limits (n/o Gularte Road)
Fair Oaks Avenue – South Halcyon Road to Fred Grieb Bridge
Wesley Street – End of Street (n/o Larchmont Drive) to West Branch Street
Vernon Street – End of Street (n/o Larchmont Drive) to West Branch Street
East Grand Avenue – Halcyon Road to El Camino Real
North Halcyon Road – El Camino Real to East Grand Avenue
South Elm Street – Ash Street to City Limits (Paul Place) (3 Segments)
Rancho Parkway – James Way to West Branch Street
$13,000,000 to
rehabilitate all listed
streets segments
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Valley Road
Sunrise Terrace to Bridge (n/o of Los Berros Road)
Structurally Deficient: 5-1/2 inches of Hot Mix Asphalt
Current Weighted PCI: 27
Repairs needed in travel lanes: 40%
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Structurally Deficient: 4 inches of Hot Mix Asphalt
Current Weighted PCI: 68
Repairs needed in travel lanes: 39%
Corbett Canyon Road
Route 227 to City Limits (n/o of Gularte Rd)
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Structurally Deficient: 2-3/4 inches of Hot Mix Asphalt
Current Weighted PCI: 50
Repairs needed in travel lanes: 70%
Fair Oaks Avenue
South Halcyon Road to Bridge (e/o Woodland Drive)
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Structurally Deficient: 4 inches of Hot Mix Asphalt
Current Weighted PCI: 12
Repairs needed in travel lanes: 73%
Wesley Street
End of Street (n/o Larchmont Dr) to West Branch Street
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Structurally Deficient: 3-3/4 inches of Hot Mix Asphalt
Current Weighted PCI: 1
Repairs needed in travel lanes: 80%
Vernon Street
End of Street to West Branch Street
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Structurally Deficient: 5 inches of Hot Mix Asphalt
Current Weighted PCI: 42
Repairs needed in travel lanes: 75%
South Elm Street
The Pike to City Limits
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Structurally Deficient: 3/4 inches of Hot Mix Asphalt
Current Weighted PCI: 66
Repairs needed in travel lanes: 42%
East Grand Avenue
Halcyon Road to El Camino Real
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Structurally Deficient: 3-1/4 inches of Hot Mix Asphalt
Current Weighted PCI: 46
Repairs needed in travel lanes: 52%
North Halcyon Road
El Camino Real to East Grande Avenue
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Structurally Deficient: 2-1/2 inches of Hot Mix Asphalt
Current Weighted PCI: 47
Repairs needed in travel lanes: 67%
South Elm Street
Ash Street to Farroll Avenue
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Structurally Deficient: 1 inch of Hot Mix Asphalt
Current Weighted PCI: 75
Repairs needed in travel lanes: 18%
South Elm Street
Farroll Avenue to The Pike
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Structurally Deficient: 3-3/4 inches of Hot Mix Asphalt
Current Weighted PCI: 55
Repairs needed in travel lanes: 48%
Rancho Parkway
James Way to West Branch Street
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Proposed Plan
$ 1,216,000
$ 1,338,000
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Questions/Discussion
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