09 jim emerson
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Presentation on CIR delivered by Jim Emerson of PRS at the California Asphalt Pavement Association Spring Conference April 25, 2013 in Ontario, CA.TRANSCRIPT
“Sustainable Pavement Development” Utilizing Reclaimed Asphalt Pavement
(RAP)
James W. Emerson, APM
Pavement Recycling Systems, Inc.
California Asphalt Pavement Association
Spring Conference 2013
JOHN F. KENNEDY
“It’s not the wealth of a nation that builds roads,
but the roads that build the wealth of a nation”
Today’s “Tax Payer Friendly” Topics
Asphalt Recycling and Climate Reduction
Engineered Approach, Mix Design
Cold In-place Recycling (CIR)
Cold Central Plant Recycling (CCPR)
Hot In-place Recycling (HIR)
Other Sustainable Solutions With RAP Summery and Questions
Our Nations Roadways
Federal Roadways = 3% State Roadways = 20% Local Roadways = 77%
Two Thirds are Paved (One Third Unpaved)
94% of Paved Roads have an asphalt surface
FHWA Policy Since 2002 Recycled/Reuse materials are viable resources Recycled materials should get first consideration Consider use of recycled materials early in
planning/design process Restricting the use of materials should be
technically based Material should not adversely impact the
environment and should perform as intended
Recycling Asphalt
Asphalt is the # 1 recycled product in the world yet, only three percent of our roads are recycled in-place.
It is proven that in-place recycling can save up to 50% in costs and reduce construction time.
CIR, CCPR and HIR are recognized pavement preservation techniques and are tried and proven.
Nevada Department of Transportation (NDOT) has saved over 600 million utilizing in-place recycling.
In 2013 Green book and Caltrans up the RAP percent for HMA to 20%. In 2014 the percent of RAP will go up to 25%.
SB-375 and AB-32
Requires Green House Reductions back to the levels of 1990 by the year 2020
The Air Resource Board “cap-and-trade” program includes an enforceable emissions cap. The State will distribute allowances, which are tradable permits, equal to the emissions allowed under the cap. Sources under the cap will need to surrender allowances and offsets equal to their emissions at the end of each compliance period.
The use of low green house gas technology can be used to off set their emissions.
Recycling In-Place Saves Material Resources, Money and Energy
Re-using existing asset’s instead of replacing or discarding
Reduces import-export from 83 truckloads
(mill and fill) to two Fewer emissions, less
traffic,small carbon footprint Structural value and long life:
resists reflective and thermal cracking
Recycling is “Green”
Each lane mile of roadway on which CIR is used instead of traditional Hot Mix Asphalt saves approximately 130,704 lbs of Green House Gas emissions, which is equivalent to taking 11 cars off the road for one year.
Asphalt Recycling Such as Cold In-place Recycling for Climate Reductions
When to Utilize Asphalt Recycling
Anywhere mill and fill is considered
Adequate existing pavement thickness
2 to 4 inches in thickness. Thick enough to take to stable base or
leave 1” of existing pavement over native soils.
Will handle all cracking distress provided not sub-grade or base related
Where surface maintenance is no longer effective
Where safety is a concern When life cycle costs dictate When you need to stretch your
budget
Where to Utilize AsphaltRecycling?
City Streets
Airports
Virtually No Traffic Limitations
Highways
Fatigue Cracking
Thermal Cracking
Dry, Raveled
Patched
Poor Rideability
Type’s of Asphalt to Recycle
Engineered Approach, Mix Design
On all Recycling Projects Prior to bidding the project.
Check existing pavement for adequate thickness Check for stable subgrade Check for fabric and pavement type.
Part of the contract is to core pavement to obtain samples for mix design using a systematic engineered system.
Optimizes the percentage and type of engineered recycling agent unless agency specifies asphalt foam. For asphalt foam the optimum percent asphalt is determined in a mix design
Determine the need for, percentage of and type of recycling additive at the mix design.
Mix Design Process
Defined sampling procedure, cores taken from various locations. Core samples sent to independent AASHTO approved lab.
Lab RAP Analysis
Lab Field cores crushed to
specific gradation bands A design made for 2 of the
gradations
Field Field gradation
depends upon multitude of factors: milling, weather, etc.
Gradation compared to lab tested band
Recycling agent percentage based on applicable gradation
-
10
20
30
40
50
60
70
80
90
100
Sieve Sizes
% P
ass
ing
RAP-medium gradation
RAP - fine gradation
1 in.3/8 in.No. 30
RAP - coarse gradation
Field
Density Compaction EffortSuperpave Gyratory Compactor or Marshal Compactor
Lab
Cold In-place Recycling (CIR)
Distressed Pavement = New Pavement Using A Train of Equipment that:
Mills deteriorated pavement Reclaimed asphalt pavement (RAP)
Crushes RAP to gradation Mixes with recycling agent Re-Paves recycled mix Compacts to specified density Readies for surface treatment Small carbon footprint
Blythe Airport
Cold In-place Recycling (CIR)Preservation or Minor Rehabilitation
6” Stable Base
Native Soil
4” Distressed ACRecycled AC
>1”
Recycle AC to:
• Stable Base
•Within 1” of less Supportive Material
Asphalt Recycling Train
Full Lane Mill
Recycling Unit
Recycling Additive
Crushing and Sizing Equipment, 100% Closed Circuit System.
Crushing and sizing equipment capable of reducing RAP to the 100% passing 1-inch sieve prior to mixing and weighing millings with engineered recycling agent.
Pick Up and Installation
Caltrans State Route 33
Recycled Asphalt Surface
Compaction
25 Ton RTR
12-15 ton steel
Testing and Quality Assurance
City of Palm Desert 100% Recycled Asphalt
Quick Opening to Traffic
Rolling is completed Some cure time, fast return to traffic Fog-seal and sand blotter are applied
Before and After Pictures Recent CIR Projects
Ramona Expressway
State Route 36
New Recycled Surface
Los Angeles County Angeles Forest Highway Winner 2012 Road & Bridges Magazine National Award for CIR
City of Beverly Hills
2010 CIR Project of the year Roads & Bridges Magazine
to Pavement
Cold Central Plant Recycling (CCPR)From RAP
Clean Rap = New Pavement: Stockpiled and kept clean Crushed RAP to gradation Mixed with engineered emulsion or
foamed asphalt In a central plant
Transported to lay down area Paved as a recycled mix Compacted to specified density Readied for surface treatment
“Urban Quarries” Recycle Sustainable Assets on Site!
“Urban Quarries” Recycle Asphalt Assets on Site!
Value Engineered
Project Profile; 500,000 Square Feet “Energy and Cost Savings”
8,744 tons of asphalt removed and repaved. 840 fewer trucks used utilizing CIR,
compared to a mill and fill operation. 1,649 fewer barrels of oil used. 79.6% fewer carbon emissions utilizing CIR
compared to mill and fill operation. Cost savings to the City $262,320.00. Cut 30% off the project schedule.
Nevada Department of Transportation (NDOT)
Cold In-place Recycled (CIR) over 1800 miles of roadways.
Most projects are on state highways. Utilized CIR for over 25 years NDOT has re-recycled over 75 miles of
roadways that got over 22 years of performance
CIR is sustainable pavement development
Specified CIR and CCPR Federal Highway Administration Federal Aviation Administration National Park Service Arizona Dept. of Transportation California Dept. of Transportation Nevada Dept. of Transportation County of Contra Costa County of Los Angeles County of Riverside County of San Diego County of San Bernardino County of San Luis Obispo County of Sonoma City of Agoura Hills City of Anaheim City of Atascadero City of Beverly Hills City of California City City of Chino City of Hanford
City of Highland City of Lancaster City of Modesto City of Lemon Grove City of Moreno Valley City of Palm Desert City of Porterville City of Monterey City of Napa City of Rancho Mirage City of Sacramento City of Santa Ana City of San Diego City of San Jacinto City of South San Francisco City of Shafter City of Susanville County of Tulare City of Vernon
Hot In-Place Recycling – Preservationor Minor Rehabilitation
Distressed Pavement = New Pavement Using A Train of Equipment that: Heats RAP and Existing Binder Scarifies and/or Mills deteriorated pavement Adds Aggregate or Virgin Hot Mix AC Mixes with rejuvenating agent Re-Paves recycled mix Compacts to specified density
Not Used Much In CA
Heater
Scarifier
HIR – Surface Recycling 0.5 to 1”
Surface Recycling — Scarifiers
Hot In-place Recycling (Remix Method)1” to 2”
xx
Heaters / Grinders
Picked Up and Paved
Longer Train and Some Environmental Issues
Check with AQMD
Sustainable Solutions With RAP
Process Reclaimed Asphalt Pavement (RAP) RAP Chips for Chip seals, Cape seals RAP Slurry Type II (stays black longer) RAP Micro Surface (fast cure time, night work) Renew Asphalt (Cold Central Plant Recycling) Cold Mix Dust Control Shoulder Backing Base (Caltrans Route 46) Processed in Place, Met Class II Gradation Requirements.
Caltrans District 8 RAP ProductsCaltrans Interstate 10 near Desert Center
RAP Scrub Seals Caltrans
I-10 Freeway Desert Center RAP Cape Seal
RAP Slurry
RAP Slurry Black Aggregate
RAP Slurry compared to Conventional, City of La Mirada, California. Side by Side – One Year later, RAP is still black!
RAP Slurry Conventional Slurry
Summary - Benefits of Recycling and Reclamation
Shorter Construction Periods with Reduction in User Delays
Improved Pavement and Structural Section Properties
Mitigates Reflective Cracking
20 Plus Years Performance Expectations
Cost Savings Over Traditional Rehabilitation Methods
Sustainable Development “.... Development that meets the needs of the present without compromising the ability of future generations to meet their own needs.”
Reduces the consumption of natural resources Reduce energy consumption Reduces truck traffic Reduce greenhouse gas emissions, pollution
Questions?Contact Information:
James W. Emerson, APM
Pavement Recycling Systems Inc.
(951) 232-6881