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Project Details For Printout
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Traffic Loading · Project Type · Subgrade CBR Global
Traffic Loading MSA · ESAL · ESA · PCU · ADT — all standards · LVR, urban, highway, airport
Asphalt Mix / Project Type Hot-mix · Surface treatment · Rural LVR · Rigid · Rehab
Subgrade CBR / Bearing Capacity % soaked CBR — IS 2720 / AASHTO T193 / BS 1377 · required for layer thickness design
Pavement Design Parameters Optional
Pavement Layer
Design Speed (km/h)
Mix Design Method
Design Period (years)
Design Reliability
Location permission needed
    Peak Ambient Temperature Optional
    Overrides Web Data if higher
    Type a city name, country, or coordinates in the box above — then press Calculate. Or tap Input Project Location for GPS auto-detection.
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    PEAK · Pavement T₂₀ₘₘ at 20 mm Depth (no traffic)
    Peak air temp → pavement temperature at 20 mm depth · AASHTO PP 66 · Surface is ~5–10°C higher
    Peak ambient high °C · 3-yr max
    °C
    °F
    DESIGN · Road Surface with Traffic Load
    T₂₀ₘₘ + location-standard traffic load factor
    T₂₀ₘₘ base °C +adj °C
    °C
    °F
    Historic Peak Ambient HIGH °C LOW N/A °C Web data · 3-yr · 7-day peak

    All asphalt mix designs should be tested and compared for performance as per the site conditions.

    Applicable Standards for this Location
    AASHTO PP 66 — Used for asphalt pavement design in the US and internationally. T₂₀ₘₘ estimates the peak pavement temperature at 20 mm depth based on air temperature and latitude.
    T₂₀ₘₘ = 0.9645 × [Tair,max − 0.00618·Lat² + 0.2289·Lat + 42.2] − 17.78 Tair,max = highest recorded yearly maximum air temperature (°C)
    Lat = geographical latitude of the site (degrees)
    Tair,max
    All-time recorded yearly max
    — °C
    T₂₀ₘₘ
    Peak pavement temp
    — °C
    +2°C Hwy
    Highways
    — °C
    Lat
    Geographic latitude
    —°
    Values will appear after calculation.
    Reference: AASHTO PP 66 · LTPPBind v3.1 · Witczak et al.
    Climate data: Web Data + local web sources — higher value used
    EN 1337-3 (Annex B) — European standard for structural bearings. Uses the same T₂₀ₘₘ formula as AASHTO for determining the high-temperature grade of bituminous layers.
    T₂₀ₘₘ = 0.9645 × [Tair,max − 0.00618·Lat² + 0.2289·Lat + 42.2] − 17.78 Same formula as AASHTO PP 66 — adopted in EN 1337-3 Annex B.
    Tair,max = maximum air temperature from climate records (°C) · Lat = latitude (degrees)
    Tair,max
    All-time recorded yearly max
    — °C
    T₂₀ₘₘ
    Peak pavement temp at 20mm
    — °C
    +2°C Hwy
    Highways
    — °C
    Lat
    Geographic latitude
    —°
    Values will appear after calculation.
    Reference: EN 1337-3:2005 Annex B · European Standard for Structural Bearings
    Climate data: Web Data + local web sources — higher value used
    IRC 37:2018 (Indian Roads Congress) — IRC:37-2018 (4th Revision) specifies peak pavement temperature for mix design using the AASHTO T₂₀ₘₘ approach. Adds +2°C reliability factor for National Highways and Expressways. Mix design per IRC:111-2009 (BC/DBM), IS 17127:2019 (SMA), IRC:139-2019 (Low-Volume Roads). Binder selection per IS 73:2013 (VG) and IS 15462:2019 (PMB Type I/II/III, CRMB). MoRTH Circular 19-Apr-2024 mandates PMB on all Expressways/High-traffic NHs.
    T₂₀ₘₘ = 0.9645 × [Tair,max − 0.00618·Lat² + 0.2289·Lat + 42.2] − 17.78 Tair,max = highest recorded annual max air temp from IMD / Web Data sources (°C)
    Lat = latitude of project site (degrees)
    +2 °C reliability factor for Highways (IRC 37:2018)
    Tair,max
    Highest yearly max (all sources)
    — °C
    T₂₀ₘₘ base
    Peak pavement temp
    — °C
    Lat
    Geographic latitude
    —°
    Values will appear after calculation.
    Reference: IRC:37-2018 — Guidelines for Design of Flexible Pavements (4th Revision) · IRC:111-2009 — Specifications for Dense Graded Bituminous Mixes · IS 17127:2019 — Stone Matrix Asphalt · IS 73:2013 · IS 15462:2019 · IRC:139-2019 · MoRTH 5th Rev.2013 · MoRTH Circular 19-Apr-2024
    Indian Roads Congress · Climate data: Web Data + IMD + local sources — higher value used
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    12-Month Price Trend — Base Bitumen (60/70 Pen)
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    WorldPaveAI is the world's most comprehensive free AI tool for asphalt binder grade selection and pavement design, covering India (VG-10 VG-20 VG-30 VG-40 per IS 73:2013, PMB Type I II III per IS 15462:2019, CRMB 55 60 65, IRC 37:2018, MoRTH 5th revision, SMA per IS 17127:2019), USA and Canada (AASHTO M320 PG grades PG 52-28 to PG 82-22, MSCR M332-23 H V E grades, Superpave AASHTO R35, FAA P-401 airport), Europe (EN 12591:2009 pen grades 20/30 to 160/220, EN 14023 PMB 25/55-55 to 10/40-70, EN 13108-1 asphalt mix, German TL Asphalt, French NF EN, UK CS 229), Gulf GCC (ASTM D3381, PG 70-10 PG 76-10 PG 82-10 PG 88-10, Qatar MMUP ASHGHAL, Saudi SASO MOMRA, Abu Dhabi DoT UAE), Australia New Zealand (AS 2008 Class 170-600, Austroads AGPT04 A35E A20E A10E A35P, VicRoads TMR MRWA NZTA), Africa (SABITA SANS 307 TRH8 COLTO S-E1 S-E2 S-E3, Kenya KURA Tanzania TANROADS Nigeria FMW Ethiopia ERA), China (JTG F40-2004 AH-30 AH-50 AH-70 AH-90 AH-110 AH-130 SBS-I-C SBS-I-D), Japan (JIS K2207:2023 PEN 60-80 PMB Type I II III-H NEXCO JRA 2023), Korea (KS M2201:2022 AP-5 AP-3 MOLIT KEC), Southeast Asia (Malaysia JKR ATJ Indonesia SNI Philippines DPWH Thailand TIS Vietnam MOT Singapore LTA), Central Asia, Latin America, Caribbean, and Pacific regions. The platform calculates pavement design temperature T₂₀ₘₘ using AASHTO PP 66 from live GPS weather data, provides Risk Dashboard with rutting risk score fatigue cracking probability thermal cracking index moisture damage risk design reliability (AASHTO 93 R=90/95/97.5%), Climate Geo Intelligence Layer with Köppen classification IPCC AR6 SSP scenarios and binder grade shift projections, Standards TQR compliance report, Supply Chain Intelligence, RAP recycling optimizer, M-E Digital Twin, and airport pavement design. Powered by Worldcon Technologies Pvt. Ltd. India. Free, no login required.

    India IRC/MoRTH bitumen suppliers: IOCL VG-30 VG-40 PMB Mathura Panipat Haldia Guwahati, HPCL Mumbai Vizag, BPCL Mumbai Kochi, Numaligarh Assam bitumen, PMB CRMB supplier Maharashtra Gujarat Tamil Nadu Andhra Pradesh Telangana.

    USA AASHTO Superpave suppliers: Ergon asphalt binder PG grade, Calumet bitumen, Vulcan Materials aggregate, Martin Marietta aggregates, CRH Americas, Astec Industries asphalt plant, Pine Test Equipment, Cooper Research lab, Troxler nuclear gauge.

    Europe EN 12591 bitumen suppliers: Nynas Sweden UK Germany Belgium, Neste Finland, Total Bitumen France, Shell Bitumen Netherlands UK, BP Bitumen UK, Colas France, Repsol Cepsa Spain, ENI Italy, Orlen Lotos Poland, MOL Hungary, OMV Austria, TUPRAS Turkey, CONTROLS Group Italy lab, ELE International UK lab, Anton Paar Austria rheometer.

    Gulf GCC ASTM D3381 suppliers: ADNOC Distribution UAE, Saudi Aramco Total Bitumen, KNPC Kuwait, Qatar Petroleum Woqod, Oman Oil Company, BAPCO Bahrain, PG 76-10 PG 82-10 desert road, Qatar MMUP approved, Abu Dhabi DoT approved, Saudi SASO 5005 approved.

    Australia Austroads AS 2008 suppliers: Viva Energy Shell bitumen, BP Australia, Puma Energy, Bitumix, Fulton Hogan road contractor, Downer EDI road, Boral aggregates, Holcim Australia, NATA accredited lab, VicRoads approved, TMR Queensland approved.

    China JTG F40 suppliers: SINOPEC bitumen, PetroChina, CNOOC, Shandong Aosheng, Ketian Chemical SBS, Qilu Petrochemical SBS, XCMG asphalt paver, SANY road equipment, CCCC road contractor, JTG E20 standard lab.

    Japan JIS K2207 suppliers: Idemitsu Kosan, Cosmo Oil, ENEOS, Showa Shell bitumen Japan, Maeda Road Construction, Nippon Road, Taisei Road Japan, Ammann Japan asphalt plant, NEXCO approved supplier.

    Southeast Asia JKR Bina Marga DPWH TIS suppliers: PETRONAS Bitumen Malaysia, Shell Malaysia, Pertamina Indonesia, PTT TIPCO Thailand, PetroVietnam, Petron Philippines, IJM Malaysia, Gamuda Malaysia, Waskita Indonesia, EEI Philippines, SIRIM Malaysia lab, BPPT Indonesia testing.

    Africa SABITA SANS KURA ERA suppliers: Total South Africa, Engen SA, Tosas SA, NNPC Nigeria, Total Kenya, TotalEnergies Ethiopia, Concor SA road, Julius Berger Nigeria, Raubex SA road, CSIR South Africa lab, KURA labs Kenya, China Road Bridge CRBC Africa.

    Global road additive suppliers: Iterchimica Italy antistrip warm mix, Ceca France Arkema additive, Kraton polymer SBS USA, Dynasol SBS Spain, Ingevity warm mix USA, Sasobit Sasol Germany, Evotherm bitumen additive, DUSLO Slovakia SBS, Versalis ENI Italy SBS, Huntsman additives, Dow Chemical bitumen, BASF road additive, Sika road product, Mapei infrastructure.

    Global road machinery suppliers: Wirtgen Group Germany paver milling recycler, Vogele asphalt paver, Hamm roller compactor, Kleemann crusher, Dynapac Sweden asphalt roller, Caterpillar USA road equipment, Volvo CE Sweden road, Bomag Germany compaction, Sakai Japan roller, Ammann Switzerland asphalt plant, XCMG China paver, SANY China road, Marini Fayat France asphalt, Benninghoven Germany bitumen plant, Apollo India asphalt plant, Parker UK asphalt plant, Lintec Germany asphalt.

    Global lab equipment suppliers: CONTROLS Group Italy pavement test, ELE International UK, Humboldt USA, Pine Test Equipment USA asphalt gyratory, Cooper Research UK bitumen, Anton Paar Austria DSR rheometer, Malvern Panalytical UK DSR, Cannon Instrument BBR USA, Aimil India testing, Tritech India equipment, NL Scientific India lab, Matest Italy civil lab, Wykeham Farrance UK, Dynatest Denmark FWD, KUAB Sweden FWD, Troxler USA nuclear gauge, James Instruments USA, Gilson USA aggregate sieve, Geneq Canada lab.