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The Impact of Fine Materials Selection in Superpave Design and Production William Tell Inn Holiday I

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Title: The Impact of Fine Materials Selection in Superpave Design and Production William Tell Inn Holiday I


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2
  • Adding Value by Increasing the Use of Recycle
    (Part 2)
  • Best Practices in RAP QC and Stockpile
    Management
  • 36th Annual Rocky Mountain Asphalt
  • Conference and Equipment Show
  • February 19, 2009
  • Denver, Colorado

3
  • By Tom Blair
  • Director of Product Engineering
  • Asphalt Group
  • Schmidt Construction/
  • Edw. C. Levy Co.
  • 51445 West 12 Mile Rd.
  • Wixom, MI 48393
  • (248) 675-0103

4
  • About the Edw. C. Levy Co.

5
LEVY IS ONE OF THE LARGEST RECYCLERS IN THE
UNITED STATES, AUSTRALIA, AND THAILAND
  • WE HAVE BEEN RECYCLING SINCE 1918.
  • WE PROCESS MILLIONS OF TONS OF SLAG IN THE U.S.
    PER YEAR THAT IS SOLD AS CONSTRUCTION MATERIALS.
    WE ALSO RECOVER MORE THAN A MILLION TONS OF
    METALLICS PER YEAR THAT ARE RECYCLED BACK INTO
    THE STEEL MAKING PROCESS.
  • WE PROCESS AND UTILIZE NEARLY A HALF A MILLION
    TONS OF RECYCLED ASPHALT PAVEMENT (RAP) PER YEAR
    IN OUR ASPHALT MIXES AND HAVE BEEN USING RAP
    SINCE 1975.

6
Edw. C. Levy Co. U.S.A.
Operations in 11 States
Asphalt Production Paving Sand Gravel
Operations Quarry Operations Steel Mill
Services Trucking Aggregate Docks Sand, Gravel,
Limestone, S.F. Slag, B.F. Slag Ready Mix Concrete
7
Asphalt Production Paving
8
Colorado
  • Asphalt Production Paving
  • Quarry Operations
  • Sand Gravel Operations
  • Trucking

9
DELTA YARD
COLORADO SPRINGS
10
  • RAP QUALITY CONTROL AND STOCKPILE MANAGEMENT

11
  • A BRIEF HISTORY OF USING RAP
  • 1970s EXPERIMENTAL JOBS FROM 70 UP TO 100
    RAP ANY WAY WE COULD. NO MIX DESIGNS DUMP AND
    RUN. LOTS OF FAILURES
  • 1980s CUT HOLES IN PLANTS AND HAD
    ENVIRONMENTAL ISSUES. LOTS OF STATES USED UP TO
    50 RAP. LITTLE OR NO QUALITY CONTROL TESTING. NO
    VOLUMETRIC AND VERY LITTLE ACCEPTANCE TESTING.
    MANY MORE FAILURES. THEN RAP COLLARS INVENTED TO
    PROVIDE A BETTER WAY TO INTRODUCE RAP INTO THE
    PLANT
  • 1990s BETTER PLANT DESIGNS FOR INTRODUCING RAP
    INTO THE PLANT. THEN COUNTERFLOW PLANTS DESIGNED
    TO USE HIGH PERCENTAGES OF RAP. VOLUMETRIC
    TESTING INTRODUCED. LOTS OF QUALITY CONTROL
    TESTING FOR VOIDS ACCEPTANCE JOBS. MORE QUALITY
    ASSURANCE TESTING. GOOD RAP MIX PERFORMANCE

12
  • A BRIEF HISTORY OF USING RAP (cont.)
  • LATE 1990s TO THE PRESENT EVEN BETTER ASPHALT
    PLANTS DESIGNED TO RUN HIGHER RAP PERCENTAGES YET
    BE EVEN MORE ENVIRONMENTALLY FRIENDLY. MORE
    EMPHASIS ON QUALITY CONTROL. TIGHTER ACCEPTANCE
    SPECIFICATIONS LIKE PWL. SUPERPAVE INTRODUCED.
    LOTS OF NEW RESEARCH ON MIXTURE PERFORMANCE AND
    RAP USE. EXCELLENT RAP MIX PERFORMANCE
  • REMEMBER WHEN WE FIRST STARTED RECYCLING PAPER
    AND PLASTIC? THEY USED TOO HIGH OF A RECYCLED
    MATERIAL CONTENT AND THE PERFORMANCE WAS POOR.
    NOW THEY USE LESS RECYCLED MATERIAL CONTENT BUT
    PUT IT IN ALMOST EVERYTHING AND NO ONE KNOWS THE
    DIFFERENCE. SAME THING WITH AN ALUMINUM CAN OR
    YOUR NEW CAR. RAP ASPHALT MIXES CAN PERFORM
    BETTER THAN ALL NEW MATERIAL IF DONE CORRECTLY

13
THREE MAIN RULES FOR SUCCESSFUL RECYCLING OF
ASPHALT PAVEMENTS
14
  • 1. THE QUALITY OF THE PRODUCT
  • MADE WITH RECYCLED MATERIALS
  • MUST BE EQUAL TO OR BETTER
  • THAN THE QUALITY OF THE
  • ORIGINAL PRODUCT.
  • AS GOOD OR BETTER
  • DONT USE TOO HIGH OF A RECYCLED MATERIAL
    CONTENT.

15
  • 2. THE RECYCLED PRODUCT
  • PRODUCED MUST BE COST
  • EFFECTIVE.
  • SOME DAY IT MAY BE ABLE TO COST MORE WHEN WE GET
    CREDIT FOR USING RECYCLED MATERIALS.
  • THE GREAT THING ABOUT USING RECYCLED ASPHALT
    PAVEMENT (RAP) IS THAT IT LOWERS THE COST OF THE
    FINISHED PRODUCT AND CAN PROVIDE AS GOOD OR
    BETTER FINISHED PRODUCT THAN USING ALL NEW
    MATERIALS IF DESIGNED PROPERLY.

16
  • 3. WE MAY NEED TO CHANGE SOME
  • OF THE OTHER RAW MATERIALS
  • WE USE WITH THE RECYCLED
  • MATERIAL AND SOME OF OUR
  • PROCESSES TO MEET THE FIRST
  • TWO RULES.
  • DONT JUST SUBSTITUTE IN A RECYCLED MATERIAL
    WITHOUT DESIGNING FOR IT
  • MOST OF THE TIME WHEN USING RAP WE NEED TO USE
    CLEANER AGGREGATES

17
SO WHERE DO WE START?
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  • RAW MATERIAL PILE MUST BE CLEAN
  • DO NOT ALLOW ANYTHING OTHER THAN BROKEN ASPHALT,
    RETURNED ASPHALT, CLEAN-OUT ASPHALT, OR MILLINGS
    IN THE RAP RAW MATERIAL PILE. WE ONLY HAVE ONE
    PILE ALL GOOD.
  • CHECK TRUCKS DUMPING MATERIAL IN YOUR RAW
    MATERIAL PILE FOR CONTAMINATION AND REJECT THEM.

20
  • KEEP THE CRAP OUT
  • MUST BE CONSTANTLY MONITORED
  • DONT WANT ANY TRASH, CONCRETE, BRICKS, CLAY,
    WOOD OR TOPSOIL IN THE RAP PILE
  • SEND THE JUNK TO THE LANDFILL

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  • KEEP THE RAW MATERIAL PILE BLENDED
  • SPREAD OUT PLANT CLEAN OUT MATERIAL, WASTED SILO
    MATERIAL, AND RETURNED MATERIAL SO THAT IT
    DOESNT HARDEN INTO BIG CHUCKS. THIS MAKES IT
    HARD TO CRUSH AND CAN CAUSE POCKETS OF HIGH
    ASPHALT CONTENT FINISHED PRODUCT
  • BUILD THE RAW MATERIAL PILE IN LAYERS AND SPREAD
    OUT MILLINGS SO THAT THE PILE WILL BE UNIFORM IN
    MATERIAL TYPE WHEN CRUSHED

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NOT TOO CONSISTENT
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NICE RAW MATERIAL PILE
31
NOW WHAT DO WE DO WITH IT? CRUSHING, SCREENING,
FRACTIONATING, RAW MILLINGS
32
  • SHOULD WE CRUSH OR SCREEN THE RAP?
  • IS CRUSHING REALLY NECESSARY?
  • WHAT IS THE COST DIFFERENCE?
  • IF WE SCREEN IT, WHAT SIZE?

33
  • CRUSHING OR SCREENING THE RAP SHOULD
    DEPEND ON
  • THE SIZE OF THE MATERIAL IN YOUR RAW MATERIAL
    PILE
  • CRUSHING BREAKS DOWN WEATHERED AGGREGATES AND
    ALLOWS DEBRIS TO BE REMOVED
  • BIGGER IS CHEAPER, SMALLER IS MORE EXPENSIVE AND
    CREATES MORE FINES BUT BLENDS BETTER AND
    SEGREGATES LESS
  • SCREENING SIZE DEPENDS ON THE TOP SIZE OF THE MIX
    IT IS GOING INTO. HOWEVER, SMALLER SIZES TRANSFER
    HEAT BETTER.

34
  • SHOULD WE FRACTIONATE IT?
  • ADVANTAGES LESS MOISTURE, LESS STOCKPILE
    MANAGEMENT, LESS SEGREGATION
  • DISADVANTAGES FINES TURN HARD UNLESS JUST IN
    TIME CRUSHING, WHAT TO DO WITH EXCESS FINES, NO
    STOCKPILE TO MINIMIZE VARIATIONS OR KEEP THE CRAP
    OUT, EXTRA FEEDER BINS, YARD SPACE, COST
    DIFFERENCE

35
  • SHOULD WE USE RAW MILLINGS?
  • ADVANTAGES CHEAPER
  • DISADVANTAGES POOR HEAT TRANSFER, MORE YARD
    SPACE, NO STOCKPILE TO MINIMIZE VARIATIONS AND
    SCREEN JUNK OUT, SOMETIMES DIFFICULT TO GET A MIX
    DESIGN IF MILLINGS ARE COMING FROM THE SAME JOB

36
  • CRUSHING
  • BLEND THE RAW MATERIAL PILE WHILE FEEDING THE
    CRUSHER. MOVE POCKETS OF MILLINGS OR CLEAN-OUT
    MATERIAL OUT OF THE WAY IF NECESSARY TO HELP KEEP
    CONSISTENCY OF THE FINISHED PRODUCT.
  • WORK A LARGE LOADING FACE OF THE RAW MATERIAL
    PILE TO FEED THE CRUSHER
  • MAKE SURE THE RAP CRUSHER IS CLEANING DEBRIS OFF
    HIS SCREEN REGULARLY TO KEEP IT OUT OF THE
    FINISHED PRODUCT PILE.
  • BUILD THE FINISHED PRODUCT PILE IN LAYERS. USE A
    DOZER OR A PROGRAMABLE STACKER

37
  • CRUSHING (cont.)
  • DONT BUILD THE RAP FINISHED PRODUCT STOCKPILES
    TOO HIGH.
  • MAKE SURE SOMEONE TAKES SAMPLES OF THE FINISHED
    PRODUCT DURING CRUSHING FOR TESTING AT SET
    INTERVALS. ALSO, TAKE SOME RANDOM SAMPLES TO
    COMPARE RESULTS.
  • A GOOD RAP CRUSHER IS YOUR MOST VALUABLE RESOURCE
    IF HE BLENDS THE RAW MATERIAL AND FINISHED
    PRODUCT PILES UNIFORMLY AND KEEPS THE BAD
    MATERIAL AND JUNK OUT. THIS MATERIAL LIKE
    TOPSOIL, CLAY, TIRES, CONCRETE, BRICKS, AND WOOD
    MUST BE HAULED TO THE LANDFILL.

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  • KEEP IT TESTED
  • TEST THE RAP DURING CRUSHING ONCE EVERY 1000 TONS
    OR MORE AS IT IS BEING PRODUCED
  • VERIFY PRODUCTION TEST RESULTS LATER WITH LOADING
    FACE SAMPLES DURING USE
  • GIVE FEEDBACK TO RAP CRUSHER DURING CRUSHING IF
    CONSISTENCY IS NOT BEING MET
  • TEST AND ADJUST THE VOLUMETRIC PROPERTIES OF THE
    MIX OFTEN TO ENSURE QUALITY

40
  • KEEP IT TESTED (cont.)
  • WATCH OUT IF USING THE IGNITION FURNACE FOR AC
    CONTENTS OF THE RAP. IT IS BEST TO VERIFY THE
    RESULTS ONCE IN A WHILE WITH SPLIT SAMPLE TESTING
    USING A SOLVENT EXTRACTION WITH A GOOD SOLVENT.
  • TO BE SUCCESSFUL, YOU PROBABLY WILL NEED
    INCREASED TESTING CAPABILITY FOR RUNNING RAP
    MIXES BECAUSE THEY CAN TAKE A LITTLE EXTRA WORK.

41
  • RAP MIX DESIGN HINTS
  • START WITH THE RAP AND DESIGN AROUND IT. USE
    CLEANER AGGREGATES IF NECESSARY TO MEET ALL THE
    SAME CRITERIA AS FOR VIRGIN MIXES.
  • MAKE SURE YOU KNOW ALL THE PROPERTIES OF THE RAP
    AC CONTENT/STIFFNESS, GRADATION, SPECIFIC GRAVITY
    AND ABSORPTION, DELETERIOUS, PARTICLE SHAPE, AND
    ANGULARITY.
  • WATCH WHAT GRADE OF VIRGIN BINDER YOU SELECT.
    BUMPING THE TOP AND BOTTOM IS OFTEN TIMES TOO
    SOFT AND CAN RESULT IN SOFT MIXES. NEW RESEARCH
    SHOWS CHANGING GRADES OF VIRGIN ASPHALT IN RAP
    MIXES MAY NOT BE NECESSARY.

42
  • FEEDING THE PLANT
  • IF POSSIBLE, AVOID DOUBLE HANDLING THE FINISHED
    PRODUCT TO PREVENT SEGREGATION
  • USE AS BIG OF A LOADING FACE AS POSSIBLE ON THE
    FINISHED PRODUCT PILE TO FEED THE RAP BIN
  • LOAD OUT PERPENDICULAR TO THE DIRECTION THE
    STOCKPILE WAS BUILT IN
  • SMALLER SIZES OF SCALPER SCREENS ALLOW BETTER
    HEAT TRANSFER, DRYING, AND MIXING OF THE RAP WITH
    THE AGGREGATE AND AC.

43
  • FEEDING THE PLANT (cont.)
  • CALIBRATE THE RAP FEEDER OFTEN.
  • WATCH THE PERFORMANCE OF THE RAP FEEDER AND
    PREVENT BRIDGING OR FLOW PROBLEMS WITH THE
    FEEDER. LINE THE BINS.
  • MAKE SURE YOU HAVE THE CORRECT ASPHALT CEMENT
    CONTENT OF THE RAP ENTERED INTO YOUR PLANT
    CONTROLS

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  • KEEP IT HOT
  • MAKE THE AGGREGATE HOT ENOUGH IN THE PLANT FOR
    GOOD DRYING AND HEAT TRANSFER TO OCCUR
  • DONT RUN THE PLANT TOO FAST
  • MONITOR MOISTURE CONTENTS OF THE RAP OFTEN AND
    UPDATE THE PLANT CONTROLS
  • IF USING STIFFER ASPHALT CEMENTS, MAKE THE MIX
    HOTTER
  • WHEN IT IS WET OR COLD USE LESS RAP

48
  • TO KEEP IT PERFORMING
  • BE CAREFUL IF KEEPING THE MIX OVERNIGHT. WATCH
    SILO STORAGE TIME AND FOR DELAYS
  • ADD A LITTLE EXTRA ASPHALT CEMENT TO ACCOUNT FOR
    ABSORPTION IF THE MIX WILL BE STORED FOR AN
    EXTENDED PERIOD
  • KNOW THE EFFECTS ON VOLUMETRIC PROPERTIES AND
    ADJUST ACCORDINGLY. DONT BE AFRAID TO ADJUST THE
    MIX PROPERTIES DURING PRODUCTION.
  • CONTROL THE VARIABILITY IN ALL PHASES OF THE
    PROCESS

49
  • HOW MUCH SHOULD WE USE?
  • CAN WE CONTROL THE VOLUMETRIC PROPERTIES?
  • CAN YOU GET THE VMA HIGH ENOUGH ABOVE THE MINIMUM
    IN THE DESIGN STAGE TO ACCOUNT FOR PLANT
    DEGRADATION AND ABSORPTION DURING PRODUCTION?
  • WHAT ARE THE SPECIFICATION LIMITS?
  • DO WE HAVE ENOUGH SUPPLY OF RAP?
  • DO WE HAVE CLEAN AGGREGATES TO BLEND WITH THE RAP
    TO MEET VMA AND VOIDS?

50
  • HOW MUCH SHOULD WE USE? (cont.)
  • WHAT ARE OUR PLANT LIMITATIONS?
  • WHAT ARE OUR AIR PERMIT LIMITATIONS?
  • IS THERE ANY OPERATIONAL RESISTANCE?
  • IS THERE ANY CUSTOMER RESISTANCE?
  • WHAT DO YOU FEEL COMFORTABLE WITH?

51
LETS KEEP RAP THE NATIONS TOP RECYCLED MATERIAL
52
THANK YOU!
53
  • QUESTIONS?
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