Choosing Mc-30 Bitumen
Last updated: 2026-10-10
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MC-30 is a medium-curing cutback bitumen produced by blending penetration-grade bitumen (typically 60/70 or 80/100) with 25–35% kerosene-type solvent by volume, and it is the correct choice when you need a sprayable binder that cures within 1–3 days at ambient temperatures between 10 °C and 40 °C. Expect to pay USD 480–620 per metric ton FOB depending on base bitumen grade, solvent ratio, and origin, with a minimum order of 20 MT (one flexitank or one 20-ft container). For most prime coat and tack coat applications, specify MC-30 with a residual bitumen content of 65–70% and a kinematic viscosity of 30–120 cSt at 60 °C.
What Is MC-30 Bitumen and How Is It Specified?
MC-30 belongs to the ASTM D2028 / AASHTO M82 family of medium-curing (MC) cutback asphalts. The "30" denotes kinematic viscosity in centistokes at 60 °C — the lowest viscosity grade in the MC series after MC-0 and MC-2.5. Lower viscosity means higher solvent content, faster penetration into granular bases, and easier cold spraying.
Core composition:
- Base bitumen: 65–70% by weight (penetration 60/70 or 80/100)
- Solvent (kerosene/distillate): 30–35% by weight
- Residual binder after cure: 65–70% of applied mass
Key specification limits (ASTM D2028, Grade MC-30):
| Property | Test Method | MC-30 Requirement |
|---|---|---|
| Kinematic viscosity at 60 °C | ASTM D2170 | 30–120 cSt |
| Flash point (Cleveland open cup) | ASTM D92 | 38 °C min |
| Distillation: to 225 °C | ASTM D402 | 0–25% by volume |
| Distillation: to 260 °C | ASTM D402 | 15–55% by volume |
| Distillation: to 316 °C | ASTM D402 | 45–80% by volume |
| Residue from distillation to 360 °C | ASTM D402 | 55% min by volume |
| Penetration of residue, 25 °C | ASTM D5 | 80–120 dmm |
| Solubility in trichloroethylene | ASTM D2042 | 99.0% min |
| Water content | ASTM D95 | 0.2% max |
The distillation curve is the single most important quality check. If too much solvent distills below 260 °C, the material flashes off before it can soak into the substrate. If too little distills, the cutback stays soft and track marks appear under haul trucks.
MC-30 vs. other cutback and emulsion grades:
| Grade | Cure Speed | Viscosity @60 °C | Typical Use | Residual Binder |
|---|---|---|---|---|
| MC-30 | Medium | 30–120 cSt | Prime coat, tack coat, dust palliative | 65–70% |
| MC-70 | Medium | 70–140 cSt | Tack coat, chip seal | 70–75% |
| MC-250 | Medium | 250–500 cSt | Prime coat on dense bases | 75–80% |
| RC-70 | Rapid | 70–140 cSt | Tack coat, cold-laid mixes | 55–65% |
| SC-250 | Slow | 250–500 cSt | Dust control, stockpile seal | 80–85% |
| CSS-1h | Slow (emulsion) | N/A (Saybolt) | Tack coat, fog seal | 57–65% |
MC-30 sits at the fast-penetrating, low-residue end of the MC range. That trade-off is deliberate: you sacrifice binder content per liter to gain substrate absorption.
MC-30 vs. Emulsion: Which Should You Specify?
The most common specification error in prime and tack coats is defaulting to emulsified asphalt (CSS-1h or SS-1h) when the project actually calls for a solvent cutback. The two behave differently in three measurable ways.
Comparison table — MC-30 cutback vs. CSS-1h emulsion:
| Parameter | MC-30 Cutback | CSS-1h Emulsion |
|---|---|---|
| Cure mechanism | Solvent evaporation | Water evaporation + coalescence |
| Cure time at 25 °C | 12–36 hours | 2–6 hours (set), 24 h full cure |
| Min. application temp | 10 °C | 10 °C (but >15 °C preferred) |
| Rain sensitivity | Cures after rain if solvent remains | Washes off before set |
| Storage stability | Indefinite (no separation) | 6–12 months, requires agitation |
| VOC content | High (300–450 g/L) | Low (<50 g/L) |
| Residual binder per liter | 0.65–0.70 kg | 0.57–0.65 kg |
| Compatibility with damp base | Good — displaces surface moisture | Poor — dilutes and breaks |
| Cost per MT (FOB) | USD 480–620 | USD 380–480 |
Choose MC-30 when:
- The base course is damp or you are working in shoulder seasons (10–20 °C)
- You need deep penetration (5–10 mm) into an open-graded or crushed-stone base
- The project has no VOC restriction and storage tanks lack agitation
- You are sealing a stockpile or haul road where emulsion would freeze or break
Choose emulsion when:
- VOC limits apply (urban air-quality districts, California, EU)
- You need fast turnover for traffic within 2 hours
- The surface is clean, dry, and dense-graded
- You want lower fire risk during storage (flash point >100 °C vs. 38 °C for MC-30)
A 2023 field study on a 12 km highway rehabilitation found MC-30 prime coat penetrated an average of 7.2 mm into a crushed limestone base versus 1.8 mm for CSS-1h applied at the same 1.2 L/m² rate. That penetration difference is the entire reason MC-30 remains specified for granular bases despite its VOC and flammability drawbacks.
Application Rates, Coverage, and Cost Math
Getting the application rate right determines whether MC-30 works or fails. Too little and the base ravels; too much and the cutback bleeds through the asphalt layer above.
Standard application rates:
| Application | Rate (L/m²) | Residual Binder (kg/m²) | Cure Time |
|---|---|---|---|
| Prime coat, open-graded base | 1.0–1.5 | 0.65–0.98 | 24–72 h |
| Prime coat, dense-graded base | 0.7–1.1 | 0.46–0.72 | 24–48 h |
| Tack coat, milled surface | 0.3–0.5 | 0.20–0.33 | 2–6 h |
| Dust palliative, haul road | 1.5–2.5 | 0.98–1.63 | 12–48 h |
| Stockpile seal | 2.0–3.0 | 1.30–1.95 | 24–72 h |
Worked example — 10 km prime coat, 7 m wide:
- Area = 10,000 m × 7 m = 70,000 m²
- Rate = 1.2 L/m² → total volume = 84,000 L = 84 m³
- MC-30 density ≈ 0.92 kg/L → mass = 77,280 kg ≈ 77.3 MT
- Cost at USD 550/MT FOB = USD 42,515 (material only)
- Add 8% freight and 5% application loss → delivered/installed ≈ USD 48,600
Compare that with a CSS-1h emulsion at USD 430/MT and density 1.01 kg/L: you would need roughly 87 MT at a 1.4 L/m² rate (emulsions require higher application rates to deliver equivalent residual binder), costing about USD 37,400 FOB — cheaper per unit, but the penetration is a third as deep.
Rule of thumb for specification writers: MC-30 delivers 0.65–0.70 kg of residual binder per liter applied. Emulsion delivers 0.57–0.65 kg per liter. Always convert your target residual binder rate back to applied volume using the correct factor, or you will under-apply by 10–15%.
How to Verify MC-30 Quality Before You Buy
Cutback bitumen is one of the most counterfeited petroleum products in export markets because it can be diluted with reclaimed solvent, waste oil, or low-grade vacuum residue and still look black and liquid in a drum. Verification must happen before shipment, not at the port of discharge.
Required documents per shipment:
- Certificate of Analysis (COA) — must report all ASTM D2028 MC-30 parameters, batch-specific
- Third-party inspection report — SGS, Intertek, or Bureau Veritas at load port
- Tank/flexitank dip test — density and viscosity measured on the actual loaded lot
- MSDS — flash point, VOC, transport classification (UN 1999, Class 3, PG III typically)
- Certificate of Origin — validates base bitumen source
Red flags in a supplier COA:
- Distillation to 360 °C residue reported below 55% (means over-diluted)
- Viscosity at 60 °C reported as a single number without range or test temperature
- Flash point below 38 °C (fire risk in transit, likely non-compliant)
- No batch number or date of manufacture
- Penetration of residue outside 80–120 dmm
Field verification tests (portable, under 30 minutes):
- Viscosity check: ASTM D2170 or field viscometer — reject anything above 120 cSt at 60 °C
- Flash point: Pensky-Martens closed cup — must exceed 38 °C
- Solvent content: weigh 100 g, heat to 163 °C for 3 hours, reweigh — residue should be 55–70%
- Water content: ASTM D95 distillation — anything above 0.2% suggests contamination
Suppliers who refuse pre-shipment third-party inspection on flexitank loads of MC-30 should be disqualified immediately. A single 20 MT flexitank of non-compliant cutback will cost you more in failed prime coat remediation than the entire order was worth.
Pricing, Logistics, and Supply Chain in 2024–2025
MC-30 pricing tracks two inputs: penetration-grade base bitumen (60/70 or 80/100) and kerosene-type solvent. Both move with crude benchmarks, but solvent has been the more volatile leg since 2022.
Price build-up per metric ton (typical 2025 FOB Middle East or South Asia):
| Cost Component | Share | Approx. USD/MT |
|---|---|---|
| Base bitumen (60/70) | 62–68% | 310–410 |
| Kerosene solvent | 18–24% | 95–140 |
| Blending and energy | 4–6% | 20–35 |
| Packaging (flexitank/drum) | 5–8% | 25–45 |
| Margin and overhead | 4–7% | 20–40 |
| Total FOB | 100% | 480–620 |
Logistics options and costs:
| Packaging | Capacity | Cost per MT (freight) | Best For |
|---|---|---|---|
| Flexitank in 20-ft container | 20–24 MT | USD 45–70 | Volume export, single-use |
| New steel drum (200 L) | 0.18 MT/drum | USD 90–130 | Small projects, remote sites |
| ISO tank | 20–24 MT | USD 55–85 | Repeat buyers, returnable |
| Bitutank (road tanker) | 20–30 MT | USD 25–45 | Domestic/regional only |
Lead times from order to discharge:
- Middle East → West Africa: 18–28 days
- Middle East → South/Southeast Asia: 10–18 days
- South Korea/Singapore → Australia: 14–21 days
- Ex-works to load port: 5–10 days (blending + documentation)
Order 6–8 weeks before the prime coat is scheduled to absorb blending, inspection, and shipping variability. MC-30 has no shelf-life limit if stored in sealed containers, so early procurement carries no spoilage risk — only working-capital risk.
Frequently Asked Questions
What is the difference between MC-30 and MC-70?
MC-30 has a kinematic viscosity of 30–120 cSt at 60 °C, while MC-70 runs 70–140 cSt — the overlap means the grades are distinguished mainly by distillation range and intended use. MC-30 penetrates deeper and cures faster, making it better for prime coats on open-graded bases; MC-70 leaves a thicker film and is preferred for tack coats and chip seals.
How long does MC-30 take to cure before paving?
At 25 °C and 50% relative humidity, MC-30 prime coat cures in 12–36 hours; allow 48–72 hours in humid or cool conditions below 15 °C. Do not pave until the cutback no longer tracks underfoot and the solvent odor has substantially dissipated