| Property | Test Method | 10/20 | 20/30 | 30/40 | 40/50 | 60/70 | 85/100 | 120/150 | 200/300 |
|---|---|---|---|---|---|---|---|---|---|
| Penetration @25°C (0.1 mm) | ASTM D5 | 10–20 | 20–30 | 30–40 | 40–50 | 60–70 | 85–100 | 120–150 | 200–300 |
| Softening Point °C | ASTM D36 | 58–66 | 54–62 | 52–60 | 49–56 | 48–56 | 43–51 | 39–47 | 37–44 |
| Ductility @25°C (cm min) | ASTM D113 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 |
| Flash Point °C (min) | ASTM D92 | 230 | 230 | 230 | 230 | 230 | 230 | 230 | 230 |
| Solubility in TCE % (min) | ASTM D2042 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 |
| Loss on Heating % wt (max) | ASTM D6 | 0.5 | 0.5 | 0.5 | 0.5 | 0.5 | 0.5 | 0.8 | 1.0 |
| Penetration Retained After Heating % (min) | ASTM D5 | 80 | 80 | 80 | 55 | 52 | 47 | 42 | 37 |
| Specific Gravity @25°C | ASTM D70 | 1.02–1.06 | 1.02–1.06 | 1.01–1.06 | 1.01–1.06 | 1.01–1.06 | 1.01–1.05 | 1.00–1.05 | 1.00–1.04 |
Penetration Grade Bitumen – ASTM D946 / D3381
Penetration Grade Bitumen manufactured according to ASTM standards for asphalt paving, highway construction, and industrial applications. Available in multiple penetration ranges providing excellent adhesion, durability, and performance across varying climate conditions and traffic loads.
| Property | Test Method | 20/30 | 30/45 | 35/50 | 40/60 | 50/70 | 70/100 | 100/150 | 160/220 | 250/330 |
|---|---|---|---|---|---|---|---|---|---|---|
| Penetration @25°C (0.1 mm) | EN 1426 | 20–30 | 30–45 | 35–50 | 40–60 | 50–70 | 70–100 | 100–150 | 160–220 | 250–330 |
| Softening Point °C | EN 1427 | 55–63 | 52–60 | 50–58 | 48–56 | 46–54 | 43–51 | 39–47 | 35–43 | 30–37 |
| Fraass Breaking Point °C (max) | EN 12593 | -5 | -7 | -8 | -10 | -12 | -15 | -18 | -20 | -25 |
| Flash Point °C (min) | EN ISO 2592 | 245 | 240 | 230 | 230 | 230 | 230 | 220 | 220 | 220 |
| Solubility % (min) | EN 12592 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 | 99.0 |
| Increase in Softening Point after RTFOT °C (max) | EN 1427 | 8 | 9 | 9 | 9 | 9 | 11 | 11 | 12 | 13 |
| Penetration Retained after RTFOT % (min) | EN 1426 | 55 | 53 | 50 | 48 | 46 | 43 | 37 | 35 | 32 |
Penetration Grade Bitumen – EN 12591
Penetration Grade Bitumen conforming to European Standard EN 12591 for road construction and infrastructure projects requiring compliance with EU specifications.
| Property | Test Method | VG-10 | VG-20 | VG-30 | VG-40 |
|---|---|---|---|---|---|
| Absolute Viscosity @60°C (Poise) | ASTM D2171 | 800–1200 | 1600–2400 | 2400–3600 | 3200–4800 |
| Kinematic Viscosity @135°C (cSt min) | ASTM D2170 | 250 | 300 | 350 | 400 |
| Penetration @25°C (0.1 mm) | ASTM D5 | 80–100 | 60–80 | 50–70 | 40–60 |
| Softening Point °C (min) | ASTM D36 | 40 | 45 | 45 | 50 |
| Flash Point °C (min) | ASTM D92 | 220 | 220 | 220 | 220 |
| Ductility @25°C cm (min) | ASTM D113 | 75 | 50 | 40 | 25 |
| Solubility in TCE % (min) | ASTM D2042 | 99.0 | 99.0 | 99.0 | 99.0 |
| Loss on Heating % wt (max) | ASTM D6 | 1.0 | 1.0 | 1.0 | 1.0 |
| Penetration Retained after TFOT % (min) | ASTM D5 | 50 | 50 | 52 | 55 |
| Specific Gravity @25°C | ASTM D70 | 0.99–1.03 | 0.99–1.03 | 1.00–1.04 | 1.00–1.05 |
Viscosity Grade Bitumen – ASTM D3381 / IS 73
Viscosity Grade Bitumen engineered for controlled viscosity performance and improved pavement durability.
| Property | Test Method | PG 58-16 | PG 58-22 | PG 58-28 | PG 58-34 | PG 58-40 |
|---|---|---|---|---|---|---|
| Max Pavement Design Temp °C | — | <58 | <58 | <58 | <58 | <58 |
| Min Pavement Design Temp °C | — | >-16 | >-22 | >-28 | >-34 | >-40 |
| Flash Point, Min °C | ASTM D92 | 230 | 230 | 230 | 230 | 230 |
| Rotational Viscosity, Max 3 Pa·s @135°C | ASTM D4402 | 135 | 135 | 135 | 135 | 135 |
| DSR G*/sinδ, Min 1.00 kPa, Test Temp °C | AASHTO T315 | 58 | 58 | 58 | 58 | 58 |
| RTFO Mass Change, Max % | AASHTO T240 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| RTFO DSR G*/sinδ, Min 2.20 kPa, Test Temp °C | AASHTO T315 | 58 | 58 | 58 | 58 | 58 |
| PAV Conditioning Temp °C | AASHTO R28 | 100 | 100 | 100 | 100 | 100 |
| PAV DSR G*sinδ, Max 5000 kPa, Test Temp °C | AASHTO T315 | 25 | 25 | 25 | 25 | 25 |
| BBR Creep Stiffness Test Temp °C | AASHTO T313 | -6 | -12 | -18 | -24 | -30 |
| Direct Tension Failure Strain Test Temp °C | AASHTO T314 | -6 | -12 | -18 | -24 | -30 |
Performance Grade (PG) Bitumen – AASHTO M320
Performance Grade Bitumen designed to perform under specific environmental and temperature conditions.
PG 58 Series
| Property | Test Method | PG 64-10 | PG 64-16 | PG 64-22 | PG 64-28 | PG 64-34 | PG 64-40 |
|---|---|---|---|---|---|---|---|
| Max Pavement Design Temp °C | — | <64 | <64 | <64 | <64 | <64 | <64 |
| Min Pavement Design Temp °C | — | >-10 | >-16 | >-22 | >-28 | >-34 | >-40 |
| Flash Point, Min °C | ASTM D92 | 230 | 230 | 230 | 230 | 230 | 230 |
| Rotational Viscosity, Max 3 Pa·s @135°C | ASTM D4402 | 135 | 135 | 135 | 135 | 135 | 135 |
| DSR G*/sinδ, Min 1.00 kPa, Test Temp °C | AASHTO T315 | 64 | 64 | 64 | 64 | 64 | 64 |
| RTFO Mass Change, Max % | AASHTO T240 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| RTFO DSR G*/sinδ, Min 2.20 kPa, Test Temp °C | AASHTO T315 | 64 | 64 | 64 | 64 | 64 | 64 |
| PAV Conditioning Temp °C | AASHTO R28 | 100 | 100 | 100 | 100 | 100 | 100 |
| PAV DSR G*sinδ, Max 5000 kPa, Test Temp °C | AASHTO T315 | 31 | 31 | 31 | 31 | 31 | 31 |
| BBR Creep Stiffness Test Temp °C | AASHTO T313 | 0 | -6 | -12 | -18 | -24 | -30 |
| Direct Tension Failure Strain Test Temp °C | AASHTO T314 | 0 | -6 | -12 | -18 | -24 | -30 |
PG 64 Series
PG 70 Series
| Property | Test Method | PG 70-10 | PG 70-16 | PG 70-22 | PG 70-28 | PG 70-34 | PG 70-40 |
|---|---|---|---|---|---|---|---|
| Max Pavement Design Temp °C | — | <70 | <70 | <70 | <70 | <70 | <70 |
| Min Pavement Design Temp °C | — | >-10 | >-16 | >-22 | >-28 | >-34 | >-40 |
| Flash Point, Min °C | ASTM D92 | 230 | 230 | 230 | 230 | 230 | 230 |
| Rotational Viscosity, Max 3 Pa·s @135°C | ASTM D4402 | 135 | 135 | 135 | 135 | 135 | 135 |
| DSR G*/sinδ, Min 1.00 kPa, Test Temp °C | AASHTO T315 | 70 | 70 | 70 | 70 | 70 | 70 |
| RTFO Mass Change, Max % | AASHTO T240 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| RTFO DSR G*/sinδ, Min 2.20 kPa, Test Temp °C | AASHTO T315 | 70 | 70 | 70 | 70 | 70 | 70 |
| PAV Conditioning Temp °C | AASHTO R28 | 100 | 100 | 100 | 100 | 100 | 100 |
| PAV DSR G*sinδ, Max 5000 kPa, Test Temp °C | AASHTO T315 | 37 | 37 | 37 | 37 | 37 | 37 |
| BBR Creep Stiffness Test Temp °C | AASHTO T313 | 0 | -6 | -12 | -18 | -24 | -30 |
| Direct Tension Failure Strain Test Temp °C | AASHTO T314 | 0 | -6 | -12 | -18 | -24 | -30 |
PG 76 Series
| Property | Test Method | PG 76-10 | PG 76-16 | PG 76-22 | PG 76-28 | PG 76-34 |
|---|---|---|---|---|---|---|
| Max Pavement Design Temp °C | — | <76 | <76 | <76 | <76 | <76 |
| Min Pavement Design Temp °C | — | >-10 | >-16 | >-22 | >-28 | >-34 |
| Flash Point | ASTM D92 | 230 | 230 | 230 | 230 | 230 |
| Rotational Viscosity, Max 3 Pa·s @135°C | ASTM D4402 | 135 | 135 | 135 | 135 | 135 |
| DSR G*/sinδ, Min 1.00 kPa, Test Temp °C | AASHTO T315 | 76 | 76 | 76 | 76 | 76 |
| RTFO Mass Change, Max % | AASHTO T240 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| RTFO DSR G*/sinδ, Min 2.20 kPa, Test Temp °C | AASHTO T315 | 76 | 76 | 76 | 76 | 76 |
| PAV Conditioning Temp °C | AASHTO R28 | 100 | 100 | 100 | 100 | 100 |
| PAV DSR G*sinδ, Max 5000 kPa, Test Temp °C | AASHTO T315 | 40 | 40 | 40 | 40 | 40 |
| BBR Creep Stiffness Test Temp °C | AASHTO T313 | 0 | -6 | -12 | -18 | -24 |
| Direct Tension Test Temp °C | AASHTO T314 | 0 | -6 | -12 | -18 | -24 |
PG 82 Series
| Property | Test Method | PG 82-10 | PG 82-16 | PG 82-22 | PG 82-28 | PG 82-34 |
|---|---|---|---|---|---|---|
| Max Pavement Design Temp °C | — | <82 | <82 | <82 | <82 | <82 |
| Min Pavement Design Temp °C | — | >-10 | >-16 | >-22 | >-28 | >-34 |
| Flash Point | ASTM D92 | 230 | 230 | 230 | 230 | 230 |
| Rotational Viscosity, Max 3 Pa·s @135°C | ASTM D4402 | 135 | 135 | 135 | 135 | 135 |
| DSR G*/sinδ, Min 1.00 kPa, Test Temp °C | AASHTO T315 | 82 | 82 | 82 | 82 | 82 |
| RTFO Mass Change, Max % | AASHTO T240 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| RTFO DSR G*/sinδ, Min 2.20 kPa, Test Temp °C | AASHTO T315 | 82 | 82 | 82 | 82 | 82 |
| PAV Conditioning Temp °C | AASHTO R28 | 100 | 100 | 100 | 100 | 100 |
| PAV DSR G*sinδ, Max 5000 kPa, Test Temp °C | AASHTO T315 | 40 | 40 | 40 | 40 | 40 |
| BBR Creep Stiffness Test Temp °C | AASHTO T313 | 0 | -6 | -12 | -18 | -24 |
| Direct Tension Test Temp °C | AASHTO T314 | 0 | -6 | -12 | -18 | -24 |
| Property | Test Method | AH-70 | AH-90 |
|---|---|---|---|
| Penetration @25°C (0.1 mm) | T0604 | 60–80 | 80–100 |
| Softening Point °C Min | T0606 | 46 | 44 |
| Ductility @15°C cm Min | T0605 | 100 | 100 |
| Flash Point °C (min) | T0611 | 260 | 245 |
| Solubility % Min | T0607 | 99.5 | 99.5 |
| Wax Content % Max | T0615 | 2.2 | 2.2 |
| TFOT Mass Change % Max | T0609 | ±0.8 | ±0.8 |
| Penetration Ratio After TFOT % Min | T0604 | 61 | 57 |
| Ductility After TFOT @15°C cm Min | T0605 | 15 | 10 |
AH Grade Bitumen – Chinese Standard JTG F40-2004
| Property | MC-30 | MC-70 | MC-250 | MC-800 | MC-3000 |
|---|---|---|---|---|---|
| Kinematic Viscosity @60°C (cSt) | 30–60 | 70–140 | 250–500 | 800–1600 | 3000–6000 |
| Flash Point (°C min) | 38 | 38 | 66 | 93 | 107 |
| Distillate to 225°C (% max) | 25–50 | 10–25 | 10–20 | 10–15 | 5–10 |
| Residue after distillation (%) | ≥55 | ≥55 | ≥55 | ≥55 | ≥55 |
| Residue Penetration (0.1 mm) | 120–250 | 120–300 | 120–300 | 120–300 | 120–300 |
| Ductility @25°C (cm) | ≥100 | ≥100 | ≥100 | ≥100 | ≥100 |
| Solubility in TCE (%) | ≥99 | ≥99 | ≥99 | ≥99 | ≥99 |
| Water Content (%) | ≤0.2 | ≤0.2 | ≤0.2 | ≤0.2 | ≤0.2 |
Cutback Bitumen – MC Grade (ASTM D2027)
| Property | RC-70 | RC-250 | RC-800 | RC-3000 |
|---|---|---|---|---|
| Kinematic Viscosity @60°C (cSt) | 70–140 | 250–500 | 800–1600 | 3000–6000 |
| Flash Point (°C min) | 27 | 27 | 27 | 27 |
| Distillate to 225°C (%) | 35–50 | 35–50 | 25–45 | 20–40 |
| Distillate to 260°C (%) | 60–75 | 60–75 | 50–70 | 40–60 |
| Residue after distillation (%) | ≥65 | ≥65 | ≥70 | ≥80 |
| Residue Viscosity @60°C (Pa·s) | 60–240 | 60–240 | 60–240 | 60–240 |
| Penetration @25°C (0.1 mm) | 80–120 | 80–120 | 80–120 | 80–120 |
| Ductility @25°C (cm) | ≥100 | ≥100 | ≥100 | ≥100 |
| Solubility (%) | ≥99 | ≥99 | ≥99 | ≥99 |
| Water Content (%) | ≤0.2 | ≤0.2 | ≤0.2 | ≤0.2 |
Cutback Bitumen – RC Grade (ASTM D2028)
| Property | SC-70 | SC-250 | SC-800 | SC-3000 |
|---|---|---|---|---|
| Kinematic Viscosity @60°C (cSt) | 70–140 | 250–500 | 800–1600 | 3000–6000 |
| Flash Point (°C min) | 38 | 66 | 93 | 107 |
| Distillation residue (%) | ≥60 | ≥65 | ≥70 | ≥80 |
| Residue penetration (0.1 mm) | 120–250 | 100–200 | 80–120 | 60–100 |
| Ductility @25°C (cm) | ≥100 | ≥100 | ≥100 | ≥100 |
| Solubility (%) | ≥99 | ≥99 | ≥99 | ≥99 |
| Water Content (%) | ≤0.2 | ≤0.2 | ≤0.2 | ≤0.2 |
Cutback Bitumen – SC Grade (ASTM D2029)
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| Packing Type | Dimensions & Specifications | 20-Foot Container | 40-Foot Container |
|---|---|---|---|
| Long New Steel Drum | Height: 980 mm Net: 180 kg Gross: 190 kg Lid: 11 cm | Quantity: 110 drums Net Weight: 20 MT ±5% | Quantity: 137–138 drums Net Weight: 25 MT ±5% |
| Short New Steel Drum (150 kg) | Height: 860 mm Net: 150 kg Gross: 158 kg Lid: 11 cm | Quantity: 110 drums Net Weight: 16.5 MT ±5% | Quantity: 137–138 drums Net Weight: 20 MT ±5% |
| Jumbo Bag (1 MT) | Size: 100 × 105 × 105 cm Net: 1 MT Gross: 1 MT | Quantity: 20 bags Net Weight: 20 MT ±5% | Quantity: 24 bags Net Weight: 24 MT ±5% |
| Jumbo Bag (1.3 MT) | Size: 100 × 105 × 125 cm Net: 1.3 MT (1300 kg) Gross: 1.3 MT | Not Recommended | Quantity: 20 bags Net Weight: 26 MT ±5% |
| Flexitank | Height: 170 cm × Width: 234 cm Length: 590 cm (20 ft) / 1200 cm (40 ft) Net: 20 MT Gross: 20 MT | Quantity: 1 unit Net Weight: 20 MT ±5% | Quantity: 1 unit Net Weight: 23 MT ±5% |
| Reconditioned Drum | Height: 880 mm Net: 180 kg Gross: 203 kg *For Emulsion & Cutback Bitumen* | Quantity: 80 drums Net Weight: 14.4 MT ±5% | Quantity: 88 drums Net Weight: 16 MT ±5% |
Bitumen Packing Solutions
