SlideShare a Scribd company logo
1 of 15
Senior/Graduate
                                     HMA Course




  Superpave Aggregate Properties
    Currently Required for HMA




Aggregate    Superpave Aggregates                1
Coarse Aggregate Angularity Criteria

   Traffic                         Depth from Surface
   Millions of ESALs           < 100 mm (4”)   > 100 mm

               < 0.3            55/--            --/--
               <1               65/--            --/--
               <3               75/--           50/--
               < 10             85/80           60/--
               < 30             95/90           80/75
               < 100           100/100          95/90
               > 100           100/100         100/100

First number denotes % with one or more fractured faces
Second number denotes % with two or more fractured faces
   Aggregate           Superpave Aggregates           2
Flat and Elongated Criteria
         Traffic
     Millions of ESALs               Maximum, Percent

            < 0.3                            --
            <1                               --
            <3                               10
            < 10                             10
            < 30                             10
            < 100                            10
            > 100                            10




Aggregate             Superpave Aggregates              3
Fine Aggregate Angularity Criteria

       Traffic                  Depth from Surface
Millions of ESALs         < 100 mm (4”)    > 100mm

             < 0.3             --            --
             <1                40            --
             <3                40            40
             < 10              45            40
             < 30              45            40
             < 100             45            45
             >100              45            45


 Aggregate           Superpave Aggregates            4
Clay Content Criteria
     Traffic                     Sand Equivalent
     Millions of ESALs            Minimum, Percent

            < 0.3                          40
            <1                             40
            <3                             40
            < 10                           45
            < 30                           45
            < 100                          50
            > 100                          50


Aggregate           Superpave Aggregates             5
100          Aggregate Size Definitions                100
100                                                     99
 90     • Nominal Maximum Aggregate                     89
 72       Size                                          72
 65           – one size larger than the first sieve    65
 48             to retain more than 10%                 48
 36     • Maximum Aggregate Size                        36
 22           – one size larger than nominal            22
 15             maximum size                            15
  9                                                      9
  4                                                      4

 Aggregate               Superpave Aggregates           6
Percent Passing
100
                        max density line

       restricted zone

                                 control point     nom      max
                                                   max      size
                                                   size


  0
            .075   .3      2.36         4.75 9.5     12.5          19.0

              Sieve Size (mm) Raised to 0.45 Power
Aggregate                Superpave Aggregates                       7
Superpave Aggregate Gradation
 Percent Passing

100




                                    Design Aggregate Structure


   0
       .075    .3        2.36              12.5   19.0
              Sieve Size (mm) Raised to 0.45 Power
Aggregate                  Superpave Aggregates                  8
Superpave Mix Size Designations

Superpave        Nom Max Size           Max Size
Designation         (mm)                  (mm)

    37.5 mm               37.5 (1.5”)      50 (2”)
    25 mm                 25 (1”)          37.5
    19 mm                 19 (3/4”)        25
    12.5 mm              12.5 (1/2”)       19
    9.5 mm                 9.5 (3/8”)      12.5
   04.8 mm               04.8 (3/16”)       9.5


Aggregate     Superpave Aggregates            9
37.5 mm Superpave Gradation
   Sieve Size              % Pass.                  Restricted Zone
     mm               Control Points                Min       Max

50                                 100
37.5            90.0               100.0
25
19
12.5
9.5
4.75                                             34.7       34.7
2.36            15.0                41.0         23.3       27.3
1.18                                             15.5       21.5
0.6                                              11.7       15.7
0.3                                              10         10
0.15
0.075           0.0                  6.0


Aggregate                 Superpave Aggregates                        10
25 mm Superpave Gradation
   Sieve Size              % Pass.                  Restricted Zone
     mm               Control Points                Min         Max

37.5                               100
25              90.0               100.0
19
12.5
9.5
4.75                                             39.5       39.5
2.36            19.0                45.0         26.8       30.8
1.18                                             18.1       24.1
0.6                                              13.6       17.6
0.3                                              11.4       11.4
0.15
0.075           1.0                  7.0



Aggregate                 Superpave Aggregates                     11
19 mm Superpave Gradation
   Sieve Size              % Pass.                  Restricted Zone
     mm               Control Points                 Min       Max

25                                 100
19              90.0               100.0
12.5
9.5
4.75
2.36            23.0                49.0         34.6       34.6
1.18                                             22.3       28.3
0.6                                              16.7       20.7
0.3                                              13.7       13.7
0.15
0.075           2.0                  8.0




Aggregate                 Superpave Aggregates                        12
12.5 mm Superpave Gradation
   Sieve Size              % Pass.                 Restricted Zone
     mm               Control Points               Min        Max

19                                100
12.5            90.0              100.0
9.5
4.75
2.36            28.0              58.0          39.1       39.1
1.18                                            25.6       31.6
0.6                                             19.1       23.1
0.3                                             15.5       15.5
0.15
0.075           2.0                 10.0




Aggregate                Superpave Aggregates                        13
9.5 mm Superpave Gradation
   Sieve Size              % Pass.                Restricted Zone
     mm               Control Points             Min          Max

12.5                              100
9.5             90.0              100.0
4.75
2.36            32.0              67.0          47.2       47.2
1.18                                            31.6       37.6
0.6                                             23.5       27.5
0.3                                             18.7       18.7
0.15
0.075           2.0                 10.0




Aggregate                Superpave Aggregates                       14
QUESTIONS ?




Aggregate          Superpave Aggregates   15

More Related Content

What's hot

4 15년 고무업종 세미나-150702
4 15년 고무업종 세미나-1507024 15년 고무업종 세미나-150702
4 15년 고무업종 세미나-150702
topshock
 
Block 14 Superpave Mix Design 13
Block 14 Superpave Mix Design 13Block 14 Superpave Mix Design 13
Block 14 Superpave Mix Design 13
Chris Yarnell
 
[교재] '16 고무 업종 품질기술세미나 160629
[교재] '16 고무 업종 품질기술세미나 160629[교재] '16 고무 업종 품질기술세미나 160629
[교재] '16 고무 업종 품질기술세미나 160629
topshock
 

What's hot (20)

presentation
presentationpresentation
presentation
 
Introduction to superpave & Performance Grading(P.G)
Introduction to superpave & Performance Grading(P.G)Introduction to superpave & Performance Grading(P.G)
Introduction to superpave & Performance Grading(P.G)
 
KAP 업종별기술세미나 12년 07월 발표자료
KAP 업종별기술세미나 12년 07월 발표자료KAP 업종별기술세미나 12년 07월 발표자료
KAP 업종별기술세미나 12년 07월 발표자료
 
Study on Crumb Rubber Modified Bitumen
Study on Crumb Rubber Modified BitumenStudy on Crumb Rubber Modified Bitumen
Study on Crumb Rubber Modified Bitumen
 
Polymer Modified Bitumen (PMB) for Road Construction
Polymer Modified Bitumen (PMB) for Road ConstructionPolymer Modified Bitumen (PMB) for Road Construction
Polymer Modified Bitumen (PMB) for Road Construction
 
4 15년 고무업종 세미나-150702
4 15년 고무업종 세미나-1507024 15년 고무업종 세미나-150702
4 15년 고무업종 세미나-150702
 
Recommended limits
Recommended limitsRecommended limits
Recommended limits
 
Design mix method of bitumenous materials by Marshall stability method
Design mix method of bitumenous materials by Marshall stability methodDesign mix method of bitumenous materials by Marshall stability method
Design mix method of bitumenous materials by Marshall stability method
 
Basic rubber compounding
Basic rubber compoundingBasic rubber compounding
Basic rubber compounding
 
Hot bituminous mix design
Hot bituminous mix designHot bituminous mix design
Hot bituminous mix design
 
KAP 업종별기술세미나 13년 07월 #01
KAP 업종별기술세미나 13년 07월 #01KAP 업종별기술세미나 13년 07월 #01
KAP 업종별기술세미나 13년 07월 #01
 
Evaluating High Reclaimed Asphalt Pavement (RAP) Mixes
Evaluating High Reclaimed Asphalt Pavement (RAP) MixesEvaluating High Reclaimed Asphalt Pavement (RAP) Mixes
Evaluating High Reclaimed Asphalt Pavement (RAP) Mixes
 
Block 14 Superpave Mix Design 13
Block 14 Superpave Mix Design 13Block 14 Superpave Mix Design 13
Block 14 Superpave Mix Design 13
 
Oxidative aging and rheological performance of modified asphalt binder
Oxidative aging and rheological performance of modified asphalt binderOxidative aging and rheological performance of modified asphalt binder
Oxidative aging and rheological performance of modified asphalt binder
 
Marshaltest
MarshaltestMarshaltest
Marshaltest
 
[교재] '16 고무 업종 품질기술세미나 160629
[교재] '16 고무 업종 품질기술세미나 160629[교재] '16 고무 업종 품질기술세미나 160629
[교재] '16 고무 업종 품질기술세미나 160629
 
Aging of bitumen
Aging of bitumenAging of bitumen
Aging of bitumen
 
Block 5 SP 14
Block 5 SP 14Block 5 SP 14
Block 5 SP 14
 
Water sensitivity test (tsr)
Water sensitivity test (tsr)Water sensitivity test (tsr)
Water sensitivity test (tsr)
 
Crumb rubber modified bitumen
Crumb rubber modified bitumenCrumb rubber modified bitumen
Crumb rubber modified bitumen
 

Viewers also liked (10)

Block 9 agg specific gravity 13
Block 9 agg specific gravity 13Block 9 agg specific gravity 13
Block 9 agg specific gravity 13
 
Toni Carroll - Superpave in California
Toni Carroll - Superpave in CaliforniaToni Carroll - Superpave in California
Toni Carroll - Superpave in California
 
Block 3 SP 14
Block 3 SP 14Block 3 SP 14
Block 3 SP 14
 
Superpave orientation local agencies
Superpave orientation local agenciesSuperpave orientation local agencies
Superpave orientation local agencies
 
Block 33 HMA Overlays c SP 13
Block 33   HMA Overlays c SP 13Block 33   HMA Overlays c SP 13
Block 33 HMA Overlays c SP 13
 
Block 6 SP 14
Block 6 SP 14Block 6 SP 14
Block 6 SP 14
 
Block 12 HMA Volumetrics 13
Block 12 HMA Volumetrics 13Block 12 HMA Volumetrics 13
Block 12 HMA Volumetrics 13
 
Specific gravity of Coarse aggregate
Specific gravity of Coarse  aggregateSpecific gravity of Coarse  aggregate
Specific gravity of Coarse aggregate
 
Block 13 Mix design Historical 13
Block 13 Mix design Historical 13Block 13 Mix design Historical 13
Block 13 Mix design Historical 13
 
Grain size analysis
Grain size analysisGrain size analysis
Grain size analysis
 

Similar to Block 10 superpave agg requirements 13

CON 121 Session 3 - Standards and Evaluation
CON 121 Session 3 - Standards and EvaluationCON 121 Session 3 - Standards and Evaluation
CON 121 Session 3 - Standards and Evaluation
alpenaccedu
 
Tx dot use of pfc
Tx dot use of pfcTx dot use of pfc
Tx dot use of pfc
cathexis123
 
Mesdan Uthm Presentation 122009
Mesdan Uthm Presentation 122009Mesdan Uthm Presentation 122009
Mesdan Uthm Presentation 122009
Nazrul
 

Similar to Block 10 superpave agg requirements 13 (11)

Hammer Mills.ppsx
Hammer Mills.ppsxHammer Mills.ppsx
Hammer Mills.ppsx
 
Aggregate testing
Aggregate testing Aggregate testing
Aggregate testing
 
ROAD AGGREGATES 01
ROAD AGGREGATES 01ROAD AGGREGATES 01
ROAD AGGREGATES 01
 
CON 121 Session 3 - Standards and Evaluation
CON 121 Session 3 - Standards and EvaluationCON 121 Session 3 - Standards and Evaluation
CON 121 Session 3 - Standards and Evaluation
 
Grease selection techniques
Grease selection techniquesGrease selection techniques
Grease selection techniques
 
Ind sphinx-pcb-drills
Ind sphinx-pcb-drillsInd sphinx-pcb-drills
Ind sphinx-pcb-drills
 
Packing Characteristics_old
Packing Characteristics_oldPacking Characteristics_old
Packing Characteristics_old
 
Tx dot use of pfc
Tx dot use of pfcTx dot use of pfc
Tx dot use of pfc
 
Mesdan Uthm Presentation 122009
Mesdan Uthm Presentation 122009Mesdan Uthm Presentation 122009
Mesdan Uthm Presentation 122009
 
ISOTECH SilkyLube
ISOTECH SilkyLubeISOTECH SilkyLube
ISOTECH SilkyLube
 
Preparación de pasta. Pulper. Funcionamiento
Preparación de pasta. Pulper. FuncionamientoPreparación de pasta. Pulper. Funcionamiento
Preparación de pasta. Pulper. Funcionamiento
 

More from Chris Yarnell

Block 25 Control Charts 13
Block 25   Control Charts 13Block 25   Control Charts 13
Block 25 Control Charts 13
Chris Yarnell
 
Block 24 Obtaining Samples 13
Block 24   Obtaining Samples 13Block 24   Obtaining Samples 13
Block 24 Obtaining Samples 13
Chris Yarnell
 
Block 23 Sampling - Theory 13
Block 23   Sampling - Theory 13Block 23   Sampling - Theory 13
Block 23 Sampling - Theory 13
Chris Yarnell
 
Block 22 basic concepts
Block 22   basic conceptsBlock 22   basic concepts
Block 22 basic concepts
Chris Yarnell
 
Block 21 Background 13
Block 21   Background 13Block 21   Background 13
Block 21 Background 13
Chris Yarnell
 
Block 26 Acceptance 13
Block 26   Acceptance 13Block 26   Acceptance 13
Block 26 Acceptance 13
Chris Yarnell
 
Asphalt Plant Presentation - Guest Speaker
Asphalt Plant Presentation - Guest SpeakerAsphalt Plant Presentation - Guest Speaker
Asphalt Plant Presentation - Guest Speaker
Chris Yarnell
 
Block 20 Types of Rollers 13
Block 20   Types of Rollers 13Block 20   Types of Rollers 13
Block 20 Types of Rollers 13
Chris Yarnell
 
Block 19 Compacitons Background 13
Block 19   Compacitons Background 13Block 19   Compacitons Background 13
Block 19 Compacitons Background 13
Chris Yarnell
 
Block 18 Placement 13
Block 18   Placement 13Block 18   Placement 13
Block 18 Placement 13
Chris Yarnell
 

More from Chris Yarnell (20)

Block 2 SP 14
Block 2 SP 14Block 2 SP 14
Block 2 SP 14
 
Block 1 SP 14
Block 1 SP 14Block 1 SP 14
Block 1 SP 14
 
Block 33b SP 13
Block 33b SP 13Block 33b SP 13
Block 33b SP 13
 
Block 33a SP 13
Block 33a SP 13Block 33a SP 13
Block 33a SP 13
 
Block 32 SP 13
Block 32  SP 13Block 32  SP 13
Block 32 SP 13
 
Block 31 SP 13
Block 31   SP 13Block 31   SP 13
Block 31 SP 13
 
Block 30 SP 13
Block 30   SP 13Block 30   SP 13
Block 30 SP 13
 
Block 29 SP 13
Block 29   SP 13Block 29   SP 13
Block 29 SP 13
 
Block 28 Sp 13
Block 28   Sp 13Block 28   Sp 13
Block 28 Sp 13
 
Block 27 sp 13
Block 27 sp 13Block 27 sp 13
Block 27 sp 13
 
Block 25 Control Charts 13
Block 25   Control Charts 13Block 25   Control Charts 13
Block 25 Control Charts 13
 
Block 24 Obtaining Samples 13
Block 24   Obtaining Samples 13Block 24   Obtaining Samples 13
Block 24 Obtaining Samples 13
 
Block 23 Sampling - Theory 13
Block 23   Sampling - Theory 13Block 23   Sampling - Theory 13
Block 23 Sampling - Theory 13
 
Block 22 basic concepts
Block 22   basic conceptsBlock 22   basic concepts
Block 22 basic concepts
 
Block 21 Background 13
Block 21   Background 13Block 21   Background 13
Block 21 Background 13
 
Block 26 Acceptance 13
Block 26   Acceptance 13Block 26   Acceptance 13
Block 26 Acceptance 13
 
Asphalt Plant Presentation - Guest Speaker
Asphalt Plant Presentation - Guest SpeakerAsphalt Plant Presentation - Guest Speaker
Asphalt Plant Presentation - Guest Speaker
 
Block 20 Types of Rollers 13
Block 20   Types of Rollers 13Block 20   Types of Rollers 13
Block 20 Types of Rollers 13
 
Block 19 Compacitons Background 13
Block 19   Compacitons Background 13Block 19   Compacitons Background 13
Block 19 Compacitons Background 13
 
Block 18 Placement 13
Block 18   Placement 13Block 18   Placement 13
Block 18 Placement 13
 

Block 10 superpave agg requirements 13

  • 1. Senior/Graduate HMA Course Superpave Aggregate Properties Currently Required for HMA Aggregate Superpave Aggregates 1
  • 2. Coarse Aggregate Angularity Criteria Traffic Depth from Surface Millions of ESALs < 100 mm (4”) > 100 mm < 0.3 55/-- --/-- <1 65/-- --/-- <3 75/-- 50/-- < 10 85/80 60/-- < 30 95/90 80/75 < 100 100/100 95/90 > 100 100/100 100/100 First number denotes % with one or more fractured faces Second number denotes % with two or more fractured faces Aggregate Superpave Aggregates 2
  • 3. Flat and Elongated Criteria Traffic Millions of ESALs Maximum, Percent < 0.3 -- <1 -- <3 10 < 10 10 < 30 10 < 100 10 > 100 10 Aggregate Superpave Aggregates 3
  • 4. Fine Aggregate Angularity Criteria Traffic Depth from Surface Millions of ESALs < 100 mm (4”) > 100mm < 0.3 -- -- <1 40 -- <3 40 40 < 10 45 40 < 30 45 40 < 100 45 45 >100 45 45 Aggregate Superpave Aggregates 4
  • 5. Clay Content Criteria Traffic Sand Equivalent Millions of ESALs Minimum, Percent < 0.3 40 <1 40 <3 40 < 10 45 < 30 45 < 100 50 > 100 50 Aggregate Superpave Aggregates 5
  • 6. 100 Aggregate Size Definitions 100 100 99 90 • Nominal Maximum Aggregate 89 72 Size 72 65 – one size larger than the first sieve 65 48 to retain more than 10% 48 36 • Maximum Aggregate Size 36 22 – one size larger than nominal 22 15 maximum size 15 9 9 4 4 Aggregate Superpave Aggregates 6
  • 7. Percent Passing 100 max density line restricted zone control point nom max max size size 0 .075 .3 2.36 4.75 9.5 12.5 19.0 Sieve Size (mm) Raised to 0.45 Power Aggregate Superpave Aggregates 7
  • 8. Superpave Aggregate Gradation Percent Passing 100 Design Aggregate Structure 0 .075 .3 2.36 12.5 19.0 Sieve Size (mm) Raised to 0.45 Power Aggregate Superpave Aggregates 8
  • 9. Superpave Mix Size Designations Superpave Nom Max Size Max Size Designation (mm) (mm) 37.5 mm 37.5 (1.5”) 50 (2”) 25 mm 25 (1”) 37.5 19 mm 19 (3/4”) 25 12.5 mm 12.5 (1/2”) 19 9.5 mm 9.5 (3/8”) 12.5 04.8 mm 04.8 (3/16”) 9.5 Aggregate Superpave Aggregates 9
  • 10. 37.5 mm Superpave Gradation Sieve Size % Pass. Restricted Zone mm Control Points Min Max 50 100 37.5 90.0 100.0 25 19 12.5 9.5 4.75 34.7 34.7 2.36 15.0 41.0 23.3 27.3 1.18 15.5 21.5 0.6 11.7 15.7 0.3 10 10 0.15 0.075 0.0 6.0 Aggregate Superpave Aggregates 10
  • 11. 25 mm Superpave Gradation Sieve Size % Pass. Restricted Zone mm Control Points Min Max 37.5 100 25 90.0 100.0 19 12.5 9.5 4.75 39.5 39.5 2.36 19.0 45.0 26.8 30.8 1.18 18.1 24.1 0.6 13.6 17.6 0.3 11.4 11.4 0.15 0.075 1.0 7.0 Aggregate Superpave Aggregates 11
  • 12. 19 mm Superpave Gradation Sieve Size % Pass. Restricted Zone mm Control Points Min Max 25 100 19 90.0 100.0 12.5 9.5 4.75 2.36 23.0 49.0 34.6 34.6 1.18 22.3 28.3 0.6 16.7 20.7 0.3 13.7 13.7 0.15 0.075 2.0 8.0 Aggregate Superpave Aggregates 12
  • 13. 12.5 mm Superpave Gradation Sieve Size % Pass. Restricted Zone mm Control Points Min Max 19 100 12.5 90.0 100.0 9.5 4.75 2.36 28.0 58.0 39.1 39.1 1.18 25.6 31.6 0.6 19.1 23.1 0.3 15.5 15.5 0.15 0.075 2.0 10.0 Aggregate Superpave Aggregates 13
  • 14. 9.5 mm Superpave Gradation Sieve Size % Pass. Restricted Zone mm Control Points Min Max 12.5 100 9.5 90.0 100.0 4.75 2.36 32.0 67.0 47.2 47.2 1.18 31.6 37.6 0.6 23.5 27.5 0.3 18.7 18.7 0.15 0.075 2.0 10.0 Aggregate Superpave Aggregates 14
  • 15. QUESTIONS ? Aggregate Superpave Aggregates 15

Editor's Notes

  1. This lecture will discuss those aggregate properties that are associated specifically with HMA.
  2. Superpave requirements are based on both the traffic level and the depth of the layer below the surface. The crushing requirements for low traffic volumes are low or none, regardless of depth. As traffic levels increase, so do the required percentages of crushed faces. There is a higher level of crushing required in the upper 100 mm of the pavement because this is the region which is subjected to the highest shear due to traffic loads. Higher shear forces require a higher level of resistance to shear.
  3. Currently, the 5:1 ratio is used for Superpave requirements. However, research is being conducted to determine if the 3:1 ratio would be a better parameter. A higher percentage is being considered if the ratio is reduced.
  4. As with the coarse aggregate angularity, the fine aggregate angularity requirements are selected for a given traffic level and depth below the surface.
  5. The requirement changes with depth.
  6. For HMA pavements these are the definitions for gradations.
  7. To specify aggregate gradation, two additional features are added to the 0.45 chart: control points and a suggested restricted zone. Control points function as master ranges through which gradations must pass. They are placed on the nominal maximum size, an intermediate size and the dust size. The restricted zone (optional) resides along the maximum density gradation between the intermediate size (either 4.75 or 2.36 mm) and the 0.3 mm size. Gradations that pass through the restricted zone have often been called “humped gradations” because of the characteristic hump in the grading curve that passes through the restricted zone. In most cases, a humped gradation indicates a mixture that possesses too much fine sand in relation to total sand. This type of gradation can result in tender mix behavior, which is manifested by a mixture that is difficult to compact during construction and offers reduced resistance to permanent deformation during its performance life. Gradations that violate the restricted zone may depend too much on asphalt binder stiffness rather than internal aggregate structure to achieve mixture shear strength. This can make these mixtures sensitive to asphalt content and can easily become plastic. It should be noted that a number of states have achieved good performance with gradations that pass through the restricted zone. Therefore, this gradation limitation is now considered a recommendation if there is no or a poor performance history with an aggregate source.
  8. The term used to describe the cumulative frequency distribution of aggregate particle sizes is the design aggregate structure . A design aggregate structure that lies between the control points and avoids the restricted zone meets the requirements of Superpave with respect to gradation. Superpave defines five mixture types as defined by their nominal maximum aggregate size:
  9. These are the five gradation designations developed for Superpave. The gradation is referred to by its nominal maximum aggregate size.
  10. The Superpave gradation requirements for the control points and the suggested restricted zone are shown on the next five slides.