cee 320 spring 2007 pavement design cee 320 anne goodchild
TRANSCRIPT
CE
E 3
20S
pri
ng
200
7
Pavement Design
CEE 320Anne Goodchild
CE
E 3
20S
pri
ng
200
7
Dictionary.com
• Pavement: Noun– a paved road, highway, etc. – a paved surface, ground covering, or floor.– material used for paving– Sidewalk
• Pave: Verb– to cover or lay (a road, walk, etc.) with
concrete, stones, bricks, tiles, wood, or the like, so as to make a firm, level surface.
– noun 2.Southern Louisiana. a paved road
CE
E 3
20S
pri
ng
200
7
What is Pavement: Wikipedia
• Pavement (material), the durable surfacing of roads and walkways ("road surface" in British English)
• Sidewalk, a walkway along the side of a road, in American English ("pavement" in British English and Philadelphia dialect)
• Pavement (architecture), a floor-like stone or tile structure • Pavement (band), an indie rock band from Stockton, California • Pavement (magazine), a youth culture magazine, published in New Zealand • Pavement Records, a record label • Portuguese pavement, the traditional paving used in most pedestrian areas
in Portugal ("Calçada Portuguesa" in Portuguese) • Road surface marking, highway surface markings intended to convey
information • Limestone pavement, a naturally occurring level outcrop • Tessellated pavement, a rare sedimentary rock formation that occurs on
some ocean shores
CE
E 3
20S
pri
ng
200
7
Outline
1. Pavement Purpose
2. Pavement Significance
3. Pavement Condition
4. Pavement Typesa. Flexible
b. Rigid
5. Pavement Design
6. Example
CE
E 3
20S
pri
ng
200
7
Pavement Purpose
• Load support• Smoothness• Drainage• All weather
operation• Direction and
guidance
DC to Richmond Road in 1919 – from the Asphalt Institute
CE
E 3
20S
pri
ng
200
7
Pavement Significance
• How much pavement?– 4 million centerline miles in U.S.– 2.5 million miles (63%) are paved– 8.37 million lane-miles total– Largest single use of HMA and PCC
• Costs– $20 to $30 billion spent annually on pavements– Over $100 million spent annually in WA– Many states over billion dollar budgets
CE
E 3
20S
pri
ng
200
7
Interstate Highway System
CE
E 3
20S
pri
ng
200
7
Interstate Highway System
• Largest highway system in the world• Largest public works project in history• Started construction in 1956• 90% federal, 10% state funding• Owned built and operated by states• Construction and maintenance costs
primarily provided by fuel tax
CE
E 3
20S
pri
ng
200
7
Resources
• Pavement Interactive
• State DOTs• AASHTO
CE
E 3
20S
pri
ng
200
7
Pavement Design Procedures
• Asphalt Institute method• National Stone Association procedure• Shell procedure• AASHTO Guide for Design of Pavement
Structures – American Association of State Highway and Transportation Officials– First published in 1972
CE
E 3
20S
pri
ng
200
7
What makes it difficult
• Construction process control• Material variations• Exposed environment
– Temperature and weather variability
• Transportation of materials• Cost of materials• Unkown traffic loads
CE
E 3
20S
pri
ng
200
7
Pavement Types
• Flexible pavements– Asphalt
• Rigid pavements– Concrete
CE
E 3
20S
pri
ng
200
7
Pavement Types
• Want to distribute the load to avoid permanent deformation
CE
E 3
20S
pri
ng
200
7
Vehicle loads
• Typical vehicle weighs about 3500 lb, tire pressures around 35 lb/in2
• Truck can weigh up to 80,000 lb with tire pressure of 100 lb/in2
• Trucks and busses present a much more significant load on the pavement.
CE
E 3
20S
pri
ng
200
7
Vehicle Volume
• Pavements have a design life, and fail after cumulative vehicle exposure.
•Volume of vehicles and prediction of vehicle volume is fundamental to pavement design.
CE
E 3
20S
pri
ng
200
7
Pavement Condition
CE
E 3
20S
pri
ng
200
7
Pavement Condition
CE
E 3
20S
pri
ng
200
7
Pavement Condition
CE
E 3
20S
pri
ng
200
7
Pavement Condition
• Defined by users (drivers)• Develop methods to relate physical
attributes to driver ratings• Result is usually a numerical scale
CE
E 3
20S
pri
ng
200
7
Serviceability Concept
• Pavements degrade over time due to– Exposure to traffic– Time– Exposure to elements
• Different for different materials and different construction methods
CE
E 3
20S
pri
ng
200
7
What pavement thickness is required to sustain X vehicle loads of Y weight?
CE
E 3
20S
pri
ng
200
7
Pavement Types
• Flexible Pavement– Hot mix asphalt (HMA) pavements– Called "flexible" since the total pavement structure
bends (or flexes) to accommodate traffic loads – About 82.2% of paved U.S. roads use flexible pavement
• Rigid Pavement– Portland cement concrete (PCC) pavements– Called “rigid” since PCC’s high modulus of elasticity
does not allow them to flex appreciably – About 6.5% of paved U.S. roads use rigid pavement
CE
E 3
20S
pri
ng
200
7
Flexible Pavement
Base: higher strength material than subbase, often a cementing material is used.Cementing material can be portland cement or asphaltic cement, or other material.
CE
E 3
20S
pri
ng
200
7
Flexible Pavement
• Structure– Surface course
(waterproof, anti-skid)– Base course– Subbase course– Subgrade
CE
E 3
20S
pri
ng
200
7
Types of Flexible Pavement
Dense-graded
Open-graded Gap-graded
CE
E 3
20S
pri
ng
200
7
Rigid Pavement
CE
E 3
20S
pri
ng
200
7
Rigid Pavement
• Structure– Surface course– Base course– Subbase course– Subgrade
CE
E 3
20S
pri
ng
200
7
Types of Rigid Pavement
• Jointed Plain Concrete Pavement (JPCP)
Joints accommodate shrinkage during drying.
CE
E 3
20S
pri
ng
200
7
Types of Rigid Pavement
• Continuously Reinforced Concrete Pavement (CRCP)
Photo from the Concrete Reinforcing Steel Institute