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FORTAFIED SMART
Specialty Mix Asphalt Reinforced Technology Sdn. Bhd.
The SMART Way Forward
Increases Strength, Toughness, Durability, Resistance and Life Span
About SMART Specialty Mix Asphalt Reinforced Technology Sdn. Bhd. is focused on providing Cost-Effective, Durable and Technically Superior products and solutions to the infrastructure industry.
The secret to reinforcing almost any construction material is historically simple: add fibers and modified binders throughout the material to add strength, toughness and durability. FORTA Corporation (exclusive manufacturers of these specialist fibers) capitalises on this Three-Dimensional certainty by providing strong and chemically inert synthetic fibers and materials (FORTA-FI®) that mix quickly and distribute uniformly in asphalt mixtures. Once distributed, FORTA-FI fibers act as a reinforcement in both conventional and modified asphalt mixtures offering improvements to stability-related problems often occurring in unreinforced asphalt pavements.
EXCLUSIVE 3 YEAR WARRANTY
Fortified SMART Roads Stronger, Longer-Lasting Performance
• Cost-Effective
• Extended Life
• 3D Reinforcement
• Material Properties
• Realise immediate cost savings due to less asphalt being required to meet your design objectives or savings down the road by extending the life of the asphalt.
superior performance with less asphalt thickness
reduces rutting and cracking
provides 3D (Isotropic) reinforcement throughout the treated layers
improves tensile strength, resilient modulus, Marshall Stability and Flow and others
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The high fiber count in the FORTAfied asphalt mixture resulted in much better resistance to crack initiation as seen by additional tests performed at Arizona State University and Universiti Putra Malaysia that further demonstrated: • Higher crack propagation resistance • Higher fatigue life • Higher strength (150%) • Higher tensile strain at failure • Higher fracture energy at failure • Lower thermal cracking, even at -10°C
FORTA-FI Fibers Extensively Tested
CONCRETE OR ASPHALT?
LOAD
RIGID PAVEMENT
SUBGRADE
LOAD
SUBGRADE
FLEXIBLE PAVEMENT
BASE
Design life 30+ years
Cost 3x more than Flexible Pavement
Low maintenance cost/slow construction
High flexural strength
Strength of pavement not dependent on subgrade
Low ability to expand and contract
High ability to bridge imperfections on subgrade
Design life 5 – 10 years
Cost 1/3 of Rigid Pavement
High maintenance cost/fast construction
Low flexural strength
Strength of pavement dependent on subgrade
High ability to expand and contract
Low ability to bridge imperfections on subgrade
Design life 30+ years
Cost 1/3 of Rigid Pavement
Low maintenance cost / Fast construction
High flexural strength
Strength of pavement not dependent on subgrade
High ability to expand and contract
High ability to bridge imperfections on subgrade
LOAD
SUBGRADE
SEMI RIGID PAVEMENT
BASE
=SEMI RIGID FLEXIBLE PAVEMENT
LOAD
SUBGRADE
FLEXIBLE PAVEMENT
BASE +
MODIFIED
BINDERS
FORTA-FI
FIBERS
=
Proven Effective… Demonstrated during a repair job!
Boeing – Mesa, AZ Flightline infield placed in 2008
2010, broken pipe caused a sink 1 m W x 2.5 m L x 5 cm D
Only (1) 25 cm crack found
Asphalt saw-cut & removed in 2 pieces, 5 cm thick
One center anchor on 255 kg slab
Removed in one piece on a 50˚C day!
Proven Effective… Demonstrated during a repair job!
Superior Crack Control Performance Evaluation
• Cracking:
• Fatigue-repetitive loading (traffic, thermal)
• Reflective-joint, crack or under layer defect
• Thermal-expansion/contraction due to
temperature (gradients are never uniform)
• C* Integral Crack Propagation test, similar to
Superpave Indirect Tensile Test (IDT)
0 0.1 0.3 0.5 0.7
Displacement, in (mm)
0
2000
1500
500
2500
1000
(17.5)
(14)
(10.5)
(7)
(3.5)
(2.54) (7.62) (12.7) (17.78)
Science Cracking Evaluation – Peak Strength
Peak Strength – FORTA-FI
Peak Strength – Control Mix
25%
0
2000
1500
500
2500
1000
0 0.1 0.3 0.5 0.7
(2.54) (7.62) (12.7) (17.78) Displacement, in (mm)
(17.5)
(14)
(10.5)
(7)
(3.5)
Science Cracking Evaluation - Energy
Energy
100%
Science Cracking Evaluation – Peak Strength
As a truck stops, the aramid fibers spread the force throughout the treated layer reducing stress and fatigue where the tires meet the road.
As a truck stops, the force drives down into the asphalt and supporting layers causing stress and fatigue where the tires meet the road.
Normal Asphalt
Fortified SMART Comparison FORTAfied Asphalt
Proven Effective… Pie Crust Roadway - (Swamp Road)
Project reviewed in July, 2011 (20 months)
Control lane shows significant rutting and cracking
FORTA-FI lane has no cracking, no rutting!
Cracks actually stop at FORTA-FI lane!
FORTA-FI
Lane
CONTROL
Lane
Transverse
crack line
visible on
control lane
Crack line stops upon
reaching the FORTA-FI
reinforced lane!!!
10 Years Track Record Western Australia
Project History
• Approach DBKL (Kuala Lumpur City Hall) in
2013 to present FORTA-FI.
• DBKL wanted a solution to reduce their cost of
road maintenance.
• Trial lay in Jalan Kuching, one of the oldest and
busiest highway in the capital.
MALAYSIA
27th April 2013 – Jalan Kuching
Slow and Medium Lanes (trial lay) in front of the BHP Petrol
Station
Surface Preparation – Mill Grind
Surface Preparation – Power Sweep
FORTA-FI fibers evenly spread QA/QC
Final Steps
High volume of traffic
Joint between ACW 20 fiber mix (left) and SMA 14 stone mastic asphalt
(right)
One year inspection at site with President and VP
of FORTA Corporation
FORTA-FI SMART Road Surface after 32 Months
IKRAM Report summary
Zero Cracks Zero Rutting Excellent Skid
Resistance
Tests conducted on 2nd November 2015
31 months after initial trial lay
Benefits
Improved Safety
• No potholes
• No Rutting
• Better riding quality
• Less Accidents
Improved Performance
• No Cracks
• Excellent Skid Resistance
• Adequate Texture Depth
Lower life cycle cost
• No Maintenance
• Enhanced Durability
• Exclusive 3 year warranty
FORTAFIED
We offer the following:-
(i) FORTAFied SMART Standard Mix – FF SMART SM
(ii) FORTAFied SMART Acid Resistant – FF SMART AR
(iii) FORTAFied SMART Diesel Resistant – FF SMART DR
(iv) FORTAFied SMART Stone Mastic Asphalt – FF SMART SMA
(v) FORTAFied SMART Grip Enhanced – FF SMART GE (15 to 20% )
% AGGREGATE USED
20.0 mm - 38 %
10.0 mm - 10 %
Q/Dust - 50 %
Cement - 2 %
Bitumen Content = 5.40 + 0.2 %
ASPHALTIC CONCRETE WEARING 20
( JKR/SPJ/1993 )
STONE MASTIC ASPHALT ( SMA 14 )
% AGGREGATE USED
14 mm - 70 %
Q/Dust - 23 %
Filler - 3 %
Cement - 4 %
Bitumen Content = 6.00 + 0.2 %
ASPHALTIC CONCRETE WEARING COURSE 20 - SCHD 1
( Series 900 )
% AGGREGATE USED
20.0 mm - 40 %
10.0 mm - 18 %
Quarry Dust - 40 %
Cement - 2 %
Bitumen Content = 5.40 + 0.3 %
MARSHALL SPECIFICATION ACW 20 SMART INCREASE REMARK
AASHTO T 245 JKR/SPJ/1988 JKR Mix Special Mix BY % THE ADVANTAGES
Not Less Than Higher Load
500 Kg / mm Strength
% Voids filled
with Bitumen
Better Flow
Resistence
Not Less Than Better Strength And
250 Kg / mm Defomation Resistence
Resilent Modulus Better Rut And
Wheel Tracking Test Crack Resistence
Indirect Tensile Higher Rut And
Modulus (Mpa) Crack Resistence
ACW 20 Vs FF SMART SM
Pass
Pass
,+32.851673891> 2500
Higher Density
660.7
2 - 7 mm 5.6 mm 2.1 mm ,+ 62.5
78.0 -75 - 85 %
Flow ( mm ) 3.1 2.8 -
Stiffness ( kg/mm ) 429.0
Density ( Mg/m3 ) 2.331 2.338
Stability ( kg ) 1330
% Voids in mix 3.8
1850
- + 0.7
3 - 5 %
+ 35.6
> 2 mm
3.60
77.5
-
+ 28.1
Thank you for your time