Exemples de chantiers où les additifs Veleton ont été utilisés
Plus de 300 chantiers dans différents pays. Chaque cas est un résultat concret, avec des indicateurs mesurables de résistance à l'orniérage et un retour sur investissement pour le maître d'ouvrage.
Astana
Astana, Kazakhstan, Turan Avenue (SMA-20 with Veleton MPC)
- Type
- Central arterial road with very high traffic and pavement overheating
- Problem
- Annual milling of the surface course due to overheating above 65 °C and intensive loads
- Solutions / technology
- Veleton MPC, dry addition into SMA-20
- Result with Veleton
- Over 2 years without medium repair instead of annual milling; stable surface course under monitoring by KazDorNII
- Rut depth / key indicator
- 0.96 mm / 20,000 passes
- Effect on the budget
- Over 500,000 USD a year for the municipal budget
- Additional effect
- Fewer closures of the central arterial road and less congestion caused by repair works
Tbilisi
Tbilisi, Georgia, I. Chavchavadze Avenue (A / MZ A-20 with Veleton MPC)
- Type
- Heavily loaded urban arterial road with bus lanes and zones of intensive braking
- Problem
- After the 2021 major repair with SMA-20, rutting appeared on the bus lanes twice a year; the pavement was replaced, but the problem could not be resolved
- Solutions / technology
- Veleton MPC, dry addition into type A / MZ A-20 asphalt
- Type of mixture
- Originally SMA-20 with modified binder; finally A / MZ A-20 with Veleton MPC
- Result with Veleton
- As of 2026 no rutting is observed, there are no pavement defects, and repeat repairs are not required
- Service load
- Round-the-clock traffic of buses weighing from 16 tonnes
- Production effect
- Within a month the asphalt plant gave up ready-made modified bitumen entirely and moved to modifying on its own
- Effect on the budget
- Bitumen costs fell by 14%; annual repairs were eliminated and budget costs considerably reduced
Kyiv
Kyiv, Ukraine, Vozdukhoflotsky Avenue and Vasiliya Lipkovskogo Street (A-40 and A-20 asphalt mixture with Veleton MPC)
- Type
- Combined modification of the lower and the surface course on heavily loaded urban sections
- Problem
- Rutting, potholes, cracking and deformation on sections with high traffic loads, a difficult road profile and intensive braking
- Solutions / technology
- Veleton MPC, 2.5 and 2.0 kg/t, dry addition + energy-saving additive
- Type of mixture
- A-40 asphalt mixture, coarse-grained lower course; A-20 asphalt mixture, surface course
- Process parameters
- Mixing 15 seconds; loading 175 °C; paving 165 °C; around 5 hours before paving
- Result with Veleton
- The pavement has stayed in excellent condition after 5 years in service
- Condition after the audit
- No cracking or rutting; local deformation is visible only in the braking zone ahead of the traffic lights on Vozdukhoflotsky Avenue
- Additional effect
- The energy-saving additive kept the mixture workable in autumn with around 5 hours before paving
Tashkent
Tashkent, Uzbekistan, Rustaveli Avenue (Bus Lane, SMA-20 with Veleton MPC)
- Type
- Dedicated bus lane carrying extremely high loads
- Problem
- Rutting caused by heavy public transport traffic and by the pavement heating to +70 °C
- Solutions / technology
- Veleton MPC, dry addition into SMA-20
- Result with Veleton
- Over 300% higher rutting resistance on a section carrying increased bus loads
- Rut depth / key indicator
- 1.45 mm / 20,000 passes
- Effect on the budget
- Over 500,000 USD a year freed up for the city akimat
- Additional effect
- The technology has been recommended by the Uzavtoyul road authority for large-scale rollout on sites carrying increased loads
Almaty
Almaty, Kazakhstan, Tole Bi Street (dedicated public transport lane, A-40 + SMA-20 with Veleton MPC)
- Type
- Dedicated public transport lane with extremely high traffic
- Problem
- The pavement was breaking up 3-4 times faster than normal; overheating to +68 °C; two repairs a year
- Solutions / technology
- Veleton MPC, dry addition into A-40 and SMA-20
- Result with Veleton
- Over 2 years without repairs instead of two millings a year
- Rut depth / key indicator
- 1.05 mm / 20,000 passes; rutting resistance up by 300%
- Effect on the budget
- 300,000 USD a year freed up; return on investment of 200-300% over 2-3 years
- Additional effect
- A stable pavement on the bus lane under extreme loads and summer overheating to +68 °C
Kyiv
Kyiv, Ukraine, Verbovaya Street (autumn paving with liquid Veleton ESA)
- Type
- Autumn paving at reduced air temperature
- Problem
- Working at +8 °C normally requires the mixture to be discharged at 170 °C, which increases fuel consumption
- Solutions / technology
- Liquid Veleton ESA, dosage 1%
- Result with Veleton
- The mixture was discharged at 140 °C and laid at 120 °C with no loss of compactability
- Rut depth / key indicator
- Discharge temperature lowered by 30 °C; 2,400 kg of fuel freed up per 1,000 t of mixture
- Effect on the budget
- 2,400 USD per 1,000 t of mixture at a fuel price of 1 USD/kg
- Additional effect
- Working at +8 °C without overheating the mixture and with compaction quality retained
Astana
Astana, Kazakhstan, Mangilik El Avenue (central arterial road to the airport, using dry addition of the Veleton MPC additive)
- Type
- Urban artery with intensive traffic, running towards the airport
- Problem
- Frequent repairs and rutting caused by pavement overheating and high traffic loads
- Solutions / technology
- Veleton, dry addition into the asphalt mixer
- Result with Veleton
- Almost 3 construction seasons without medium repair; stable surface course
- Rut depth / key indicator
- 1.3 mm / 20,000 passes
- Effect on the budget
- 350-400 thousand USD a year for the city budget
- Additional effect
- Introduced without stopping the plant, without changing the contractor's logistics and without separate PMB production
Odessa Region
Odessa Region, Ukraine, R-70 highway, Belgorod-Dnestrovsky – Monashi section
- Type
- Regional road with intensive traffic
- Problem
- The need to increase the adhesion and rutting resistance of the asphalt
- Solutions / technology
- Veleton adhesion additive + AVE18 polymer, combined modification
- Result with Veleton
- Improved adhesion, a stable mixture, simpler work at the asphalt plant
- Rut depth / key indicator
- 30-40% less labour; +2-3 years to the service life of the pavement
- Effect on the budget
- Up to 150,000 USD freed up over the service period
- Additional effect
- One operator instead of two when adding the adhesion additive; faster modification through the mill
Astana
Astana, Kazakhstan, Tauelsizdik Avenue (SMA-20 with Veleton MPC)
- Type
- Urban arterial road with peak loads, stop-start driving, bus stop and turning zones
- Problem
- Shear deformation and shoving at bus stops, junctions and pedestrian crossings under summer pavement heating
- Solutions / technology
- Veleton MPC, dry addition into SMA-20 at the asphalt plant
- Result with Veleton
- Over 10,000 t of modified asphalt mixture; the pavement remains stable, with no corrugation, shoving or shear deformation.
- Rut depth / key indicator
- 1.5 mm / 20,000 passes
- Effect on the budget
- 120-180 thousand USD a year on local repairs
- Additional effect
- Higher shear resistance and thermal stability of the pavement under stop-start driving
Kyiv
Kyiv, Ukraine, Mykhaila Boichuka Street (MZ A-20 with Veleton MPC)
- Type
- Urban street with intensive traffic, major repair
- Problem
- Rutting and cracking, the need for major repair
- Solutions / technology
- Veleton MPC, dry addition into MZ A-20, bitumen 50/70
- Result with Veleton
- 250-300% expected gain in rutting resistance; positive feedback from the contractor
- Rut depth / key indicator
- Projected rutting resistance 2.5-3 times higher than the unmodified mixture
- Effect on the budget
- Up to 200,000 USD freed up over the first 3 years
- Additional effect
- A stable mixture during paving: even compaction with no “melting” effect
Astana
Astana, Kazakhstan, Moskovskaya Street (SMA-20 with Veleton MPC)
- Type
- Urban street with stop-start driving: parking, schools, service zones
- Problem
- Shoving, waves and local deformation at bus stops, crossings and junctions
- Solutions / technology
- Veleton MPC, dry addition into SMA-20
- Result with Veleton
- Over 2 seasons without medium repair; stable condition of the sections carrying increased loads.
- Rut depth / key indicator
- 1.5-1.6 mm / 20,000 passes
- Effect on the budget
- 120-180 thousand USD a year on patch repairs
- Additional effect
- Pavement stability in braking zones, pulling-away zones and local peak load zones
Odessa
Odessa, Ukraine, entrance from the M14 highway (repair of a heavily loaded section with Veleton MPC)
- Type
- City entrance with constant heavy goods traffic
- Problem
- Intensive rutting, frequent braking and the need to complete the repair within the 10:00-22:00 thermal window
- Solutions / technology
- Veleton MPC, dry modification of the mixture in small batches to match the paving
- Result with Veleton
- The section was restored and opened to heavy traffic the same day
- Rut depth / key indicator
- Rutting resistance increased 3 times compared with the ordinary mixture
- Effect on the budget
- Up to 20,000 USD on each comparable site by doing away with storing and heating PMB
- Additional effect
- The ability to produce 2-5 truckloads of modified mixture to match the paving under way, without modifying the bitumen beforehand
Astana
Astana, Kazakhstan, Tlendiyeva Street (A-40 + SMA-20 with Veleton MPC)
- Type
- Section with extreme loads: braking lane for heavy goods vehicles
- Problem
- At least 2 repairs a year due to peak axle loads and deep rutting
- Solutions / technology
- Veleton MPC, dry addition into the A-40 lower course and the SMA-20 surface course
- Result with Veleton
- Over 2 years without medium repair; a considerable increase in pavement stability
- Rut depth / key indicator
- +70-90% in compressive strength compared with conventional modification
- Effect on the budget
- Over 250,000 USD freed up for the Astana budget
- Additional effect
- The durability of the braking section increased 6.3 times
Chernivtsi
Chernivtsi, Ukraine, Nezalezhnosti Avenue, ZakhidDorBud asphalt plant (MZ B-10 with Veleton MPC)
- Type
- Production of modified asphalt mixture under unstable power supply
- Problem
- Limited operating time at the asphalt plant, only four truckloads of mixture produced, and no way to modify the bitumen safely
- Solutions / technology
- Veleton MPC, 2.5 kg/t, dry addition into MZ B-10
- Result with Veleton
- A stable production run and figures above the DSTU requirements even with a restricted power supply
- Rut depth / key indicator
- R50: 1.90 MPa at the plant, 2.37 MPa from the paver, average 2.13 MPa against a requirement of no less than 1.8 MPa
- Effect on the budget
- Not calculated
- Additional effect
- The section came through the winter service period of 2025-2026 with no cracking, rutting or other pavement defects
Sumy Region
Sumy Region, Ukraine, R-44 highway (SMA with Veleton ESA + AVE18)
- Type
- Major repair in low-temperature conditions
- Problem
- Risk of losing 3,000 t of SMA to frost, long haulage and 6 hours of standing time
- Solutions / technology
- Veleton ESA + AVE18, combined modification
- Result with Veleton
- The whole 3,000 t batch laid with no write-off; workability retained after the standing time
- Rut depth / key indicator
- 172 °C after 6 hours standing at -2 °C
- Effect on the budget
- A batch worth 24.9 million UAH / 604,000 USD saved
- Additional effect
- A wider working paving window in frost, with long haulage and delays at the site
Kharkiv Region
Kharkiv Region, Ukraine, Martovoe (major repair of a highway with SBS-modified bitumen)
- Type
- Major repair of a highway section with intensive traffic
- Problem
- Pronounced rutting, a network of cracks, reduced comfort and safety of traffic
- Solutions / technology
- SBS-modified bitumen, 3.2% SBS
- Result with Veleton
- Paving went without any issues, the pavement showed an even structure and high compactability
- Rut depth / key indicator
- Projected increase in service life of up to +40-50% relative to unmodified asphalt
- Effect on the budget
- Up to 100,000 USD over the life cycle of the section through reduced medium repair costs
- Additional effect
- Higher elasticity, crack resistance and resistance of the surface course to rutting
Odessa Region
Odessa Region, Ukraine, M13 highway, section from Okny to the border (pothole repair with Veleton MPC)
- Type
- Pothole repair of a road with periodic heavy vehicle traffic
- Problem
- Potholes, surface breaks, deformation and the absence of any major repair, on a limited budget
- Solutions / technology
- Veleton MPC, dry addition into the asphalt mixture
- Result with Veleton
- The 2023 repair is still serviceable as of 2025
- Rut depth / key indicator
- The interval between repairs increased at least 3-4 times
- Effect on the budget
- Up to 80,000 USD freed up on repeat repairs for a section of this length
- Additional effect
- Pothole repair with Veleton MPC became a durable solution for a section where no major repair was planned
Uman
Uman, Ukraine, access roads to a chemical plant (MZ B-10 with Veleton MPC)
- Type
- Industrial access road carrying heavy goods vehicles
- Problem
- The need to increase the durability of the pavement on a limited budget and without conventional bitumen modification
- Solutions / technology
- Veleton MPC, dry addition into MZ B-10; dosage 2.4 kg/t
- Result with Veleton
- The mixture was laid without any issues and showed good compactability and a stable working temperature
- Rut depth / key indicator
- Mixture discharge at 169-175 °C; paving at 160 °C; projected increase in service life of 2-2.5 times
- Effect on the budget
- Up to 15-20% of the budget at the repair stage; potentially up to 40-50 thousand USD over the life cycle of the road
- Additional effect
- Polymer modification of the asphalt mixture by the dry-input method, without bitumen modification
Lozovaya
Lozovaya, Ukraine, production of MZ B-10 with Veleton MPC for paving in Pavlograd
- Type
- Trial run of the modified mixture with control of haulage, paving and compaction
- Problem
- The need to verify the stability of MZ B-10 with MPC without modifying the bitumen beforehand
- Solutions / technology
- Veleton MPC, dry addition into MZ B-10; dosages of 3 kg/t and 2.5 kg/t
- Result with Veleton
- The mixture showed excellent compactability, consistent quality and retained its working temperature
- Rut depth / key indicator
- Projected increase in rutting resistance of up to 250% relative to unmodified pavement
- Effect on the budget
- Not calculated
- Additional effect
- The run went without difficulty, without changing the asphalt plant's logistics and without modifying the bitumen beforehand
Kyiv
Kyiv, Ukraine, Severny Bridge (A-20 surface course with Veleton MPC)
- Type
- Urban arterial road with extreme traffic
- Problem
- Annual repairs and rutting with the pavement heating to +65 °C
- Solutions / technology
- Veleton MPC, dry addition into A-20
- Result with Veleton
- 3 years without defects instead of annual repairs
- Rut depth / key indicator
- ≤1.5 mm / 20,000 passes
- Effect on the budget
- Payback in 2 years; around 200,000 USD a year freed up thereafter
- Additional effect
- A reduced need for annual intervention on a key transport artery of Kyiv
Kyiv
Kyiv, Ukraine, Stolichny asphalt plant, Ostrovnaya Street (access road with Veleton MPC)
- Type
- Access road to an asphalt plant with constant goods vehicle traffic
- Problem
- High loads from goods vehicles with no proper road foundation in place
- Solutions / technology
- Veleton MPC, 2.5 kg/t
- Result with Veleton
- 5 years in service with no cracking or rutting
- Rut depth / key indicator
- 2026 audit: no cracking, no rutting
- Effect on the budget
- Not calculated
- Additional effect
- One of the first sites using Veleton MPC, confirming the durability of the pavement under difficult service conditions
Kyiv
Kyiv, Ukraine, Solomenskaya Square (major repair of the road and the intersection with Veleton MPC)
- Type
- Urban road and intersection, major repair
- Problem
- High urban loads, risk of rutting and deformation at the intersection
- Solutions / technology
- Veleton MPC used to modify the surface course and the lower course
- Result with Veleton
- Pavement in excellent condition according to the 2026 audit; no cracks or deformation
- Rut depth / key indicator
- 1.84 mm against a limit of 4 mm
- Effect on the budget
- Not calculated
- Additional effect
- The planned service life increased 3 times
Podryad asphalt plant
Podryad asphalt plant, test section comparing Veleton SBS and Veleton MPC
- Type
- Comparative test section in long-term service
- Problem
- The need for a practical comparison of two modification technologies under identical conditions
- Solutions / technology
- Veleton SBS and Veleton MPC
- Result with Veleton
- 7 years in service with no cracking or rutting
- Rut depth / key indicator
- 2025 audit: both sections in good condition, no significant defects found
- Effect on the budget
- Not calculated
- Additional effect
- The effectiveness of both Veleton solutions confirmed in long-term service
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