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.
5LEVY 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.
6Edw. 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
7Asphalt Production Paving
8Colorado
- Asphalt Production Paving
- Quarry Operations
- Sand Gravel Operations
- Trucking
9DELTA 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
17SO WHERE DO WE START?
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19- 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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26- 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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29NOT TOO CONSISTENT
30NICE RAW MATERIAL PILE
31NOW 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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39- 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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47- 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?
51LETS KEEP RAP THE NATIONS TOP RECYCLED MATERIAL
52THANK YOU!
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