Study of Effect of Variation of Filler Type and its Proportion in Bituminous Mixes

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 08 | Aug 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 368
Study of Effect of Variation of Filler Type and its Proportion in
Bituminous Mixes
Prahallad B S1, Jaya R Shinganmakki2, Swathi J3, Mohan M4
1P.H.D Scholar, Department of Highway Technology, RASTA-Center for Road Technology, Bengaluru, Karnataka,
India
2Associate Professor, Department of Highway Technology, RASTA-Center for Road Technology, Bengaluru,
Karnataka, India
3M-Tech Scholar, Department of Highway Technology, RASTA-Center for Road Technology, Bengaluru, Karnataka,
India
4M-Tech Scholar, Department of Highway Technology, RASTA-Center for Road Technology, Bengaluru, Karnataka,
India
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Abstract - Bituminous mixes are vital components of
modern infrastructure, and maximizing their qualities is
crucial for providing long-lasting and resilient road surfaces.
This study investigates the impact of changing the filler kinds
and content in bituminous mixes. Mineral powders, polymers,
and recyclable materials were all systematically mixed into
bitumen- aggregatemixesinvariousamounts.Themechanical,
rheological, and aging properties of themodified bituminous
mixtures were investigated using a complete set of laboratory
tests. The research exposes unexpected links between filler
qualities, content levels, and overall performance. Standard
tests were used to evaluate mechanical qualities such as
stiffness, resistance to deformation, and fatigue behavior. The
rheological properties of the mixes were also evaluated in
order to better understand their workability and flow
characteristics. The findings offer substantial knowledge into
modifying bituminous mix formulations to achieve a balance
that optimizes mechanical characteristics and long-term
durability. This research contributes to the advancement of
sustainable and efficient highway building materials, thereby
enhancing the overall qualityand service lifeof transportation
infrastructure.
Key Words: Filler1, Marshall properties2, Volumetric
properties3 and Indirect Tensile Strength4.
1. INTRODUCTION
Bituminous mixes, which are used in road building and
pavement applications, are made composed of aggregates
and bitumen binder and provide transportation
infrastructure with durability and structural stability.
Improving their performance is in line with the changing
needs of modern transportation. The changing of filler type
and content is a main point. Fillers, which are finely divided
materials added to improve specific characteristics of
bituminous mixes, have the potential toimprovemechanical,
rheological, and aging qualities.Their changing composition
and content allow for customized blend attributes to fulfill
individual needs. Given the stress imposed by elements such
as traffic loads and temperature fluctuations, ensuring the
performance of bituminous mixes is criticalforthelong-term
viabilityand sustainabilityofroadnetworks.Thisstudylooks
into the effect of filler type andcontent on bituminous mix
performance, as well as the interactions between fillers and
bitumen-aggregate.
1.1 Role of Fillers in Bituminous Mixes
Fillers in bituminous mixes are finely powdered
ingredients that improve mechanical strength, binder-
aggregate adhesion, and durability. They increase rigidity,
prevent deformation,andpreventcracking,whichisessential
for load-bearing and minimizing pavement distress. Fillers
help to achieve optimal workability and compaction during
construction by affecting rheology. Their ability to fill vacant
spacesassures densemixes, decreasingwaterinfiltrationand
increasing stability. Fillers save money by substituting more
expensive components and help the environment by using
recycled materials. Overall, fillers enable engineers to alter
the qualities of asphalt mixes, resulting in durable, flexible,
and environmentally friendly road infrastructure.
2. MATERIALS
Asphalt is a bituminous mix that combines aggregates
(such as crushed stone, gravel, and sand) with bitumen, a
sticky binder. Bitumen binds, gives flexibility, and
waterproofs while aggregates provideload-bearingstrength.
Fillers such as limestone dust and fly ash improve
cohesivenessandmoistureresistance.Thecompositionofthe
mix varies according to climate, traffic,and purpose,withthe
goal of creating long-lasting, high-qualitypavement.Weused
VG-30 binder, aggregates, hydraulic lime, and cement with
variable filler proportions of 2%, 4%, and 6% for BC grade II.

3. METHODOLOGY
Gazi Mohammad Harun-Or-Rashid, Mohammad
Mohayminul Islam
The study emphasizesthevalueofbituminouspavements
that are both economical and environmentally friendly. As
alternatives to expensive fillers like cement, researchers are
looking into alternative waste products including marble
dust, stone dust, fly ash, etc. Resultsthat were satisfactory in
Marshall properties point to their ability to take the place of
conventional fillers and provide a greener paving method.
Ezekiel A Adetoros
The research assessed fly ash, stone dust, and hydrated
limefillers'impactonNigerianroadasphaltquality.Hydrated
lime yielded optimal stability (6% bitumen, 7% filler) and
minimal airvoids/VMA (6% bitumen, 10% filler), suggesting
durable, cost-effective pavements suitable forheavy traffic.
Hydrated lime is recommended as the preferred filler for
improved road performance and reduced construction
expenses.
Kon Reddy Rajitha and Tejaswi Koramutla
The paper analyzes the impact of diverse additives on
bituminous pavement characteristics, comparing
conventional fillers (fly ash, brick dust) and unconventional
ones (cement,lime,stonedust).Optimalbitumencontentand
effects on stability, flow, unit weight, air voids, andVMA are
studied. Unconventional fillers exhibit promises for cost
reduction and eco-friendly waste disposal in pavement
construction.
Dallas N. Little and J. Claine Petersen
The effects of hydrated limeand calcium carbonatefillers
in bitumen on microcrack behavior, healing, and flow
throughout pavement temperatures are highlighted by
rheological tests. The paper highlights effective filler uses
through rheological models and bitumen microstructure
hypotheses, highlighting the significance of micro-nanoscale
interactions.
5. LABORATORY TESTS AND ANALYSIS
Marshall stability and performance experiments were
conducted on bitumen mixes with varying filler and
quantities to establish the ideal filler and percentage. The
results of the tests are listed below.
Table -1: Marshall properties of BC-II mix using lime at
their respective optimum bitumen content (OBC)
Filler type/
Properties
Lime Requirement
as per
MORTH
2% 4% 6%
OBC (%) 5.6 5.73 5.6 5.4 minimum
Stability (kg) 1802.39 1632.48 1685.12 900
Air voids (%) 3.98 3.1454 3..72 2 - 5
Table 2: Marshall properties of BC-II mix using cement and
fly ash at their respective optimum bitumen content (OBC)
Filler type/
Properties
Cement Requirement
as per
MORTH
2% 4% 6%
OBC (%) 5.7 5.76 5.6 5.4 minimum
Stability (kg) 1718.59 1656.03 1473.29 900
Air voids (%) 3.57 3.089 3..72 2 - 5
Basic Material
Characterization
Aggregate Bitumen
Binder
Filler
BC Grade II
Filler-
Cement
Filler-
Hydraulic
Lime
2% 4% 6% 2% 4% 6%
Compare Volumetrics
and Performance tests
Results and
Discussion
4. LITERATURE REVIEW

Chart -1: Bitumen content v/s Stability
Chart -2: Bitumen content v/s Air voids
Chart -3: Bitumen content v/s Flow
Chart -4: Bitumen content v/s VFB
Chart -5: Bitumen content v/s VMA
Chart -6: Bitumen content v/s Density
Table -3: Summary of performance test using Lime,
Cement and Fly ash as fillers at their respective OBC.
Filler type/
Properties
Lime Cement
2% 4% 6% 2% 4% 6%
Rut Depth, mm 4.3 5.7
Static indirect
tensile strength
(unconditioned)
658.45 764.6 747.4 923.76 897.56 823.4
Static indirect
tensile strength
(Conditioned)
643.87 643.87 652.8 798.3 742.89 719.33
TSR% 97.79 84.21 87.34 96.95 80.42 80.14
Fatigue Studies
No. of cycles
(10% Stress)
5784 5318 4479 7823 5634 4567

Chart -7: Variation of conditioned ITS w.r.t Filler type
Chart -8: Variation of unconditioned ITS w.r.t Filler type
Chart -9: TSR (%) v/s Filler (%)
Chart -10: No. of cycles v/s Filler (%) for varied Filler
6. CONCLUSIONS
 The study that looked at the effect of filler type
and quantity in bituminous mixes yielded useful
insights into the performance and attributes of
asphalt mixes. Comprehensive testing and analysis
revealed that the filler Cement and its proportion
2% (cement 2%) had a considerable influence on
the mechanical, durability, and rheological qualities
of bituminous mixes. The study discovered that 2%
cement improves the cohesion and adhesion of the
mix, resulting in enhanced resistance to cracking,
rutting, and moisture damage.
 Furthermore, 2% cement fillermaterial hasbeen
shown to play a critical role in achieving
appropriate aggregate-asphalt-filler interactions.
2% cement is regarded anadequate filler fraction
that helps to greater void-filling and densification
within the mixture, leading in improved load-
bearing capacity and overall pavement
performance.
 However, more research and testing are needed
to refine and build on these findings. Additional
research could look into the long-term impacts of
different filler types and quantities under varied
environmental and traffic circumstances. Overall,
this research highlights the importance of filler
material selection and proportion in constructing
long- lasting and sustainable bituminous mixes for
road construction and maintenance.
REFERENCES
[1] Gazi Mohammad Harun-Or-Rashid and Mohammad
Mohayminul Isla, “A Review Paperon: Effect of Different
Types of Filler Materials on Marshall Characteristics of
Bitumen Hot Mix”.
[2] Oladapo, S.A. and Adetoro, A.E, “ComparativeAnalysisof
Effects of Filler Materials on Performance of Asphalt”.
[3] Kon Reddy Rajitha, Tejaswi Koramutla, “Effect of Fillers
onBituminous Paving Mixes”.
[4] Dallas N. Little1 and J. Claine Petersen, “UniqueEffectsof
Hydrated Lime Filler on the Performance Related
Properties of Asphalt Cements: Physical and Chemical
InteractionsRevisited”
[5] ASTM D 6927-15. (2015). Standard Test Method for
Marshall Stability and Flow of Bituminous Mixtures.
Annual Book of American Society for Testing materials
ASTM Standards, 1–7.
[6] ASTM D6931-17. (2017). Standard Test Method for
Indirect Tensile (IDT) Strength of Bituminous Mixtures
1. 3–7.

[7] ASTM: D 2041-03a. (2003). Standard Test Method for
Theoretical Maximum Specific Gravity and Density of
Bituminous Paving Mixtures. ASTM International, 1–7.

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