Bitumen Asphaltive · Middle East Supply Desk

Rapid curing cutback · ASTM D2028

Cutback Bitumen RC-70: Specification, Uses and Safe Handling

RC-70 is the lightest grade in the rapid-curing cutback series and the most hazardous liquid product in the cutback system. Everything that distinguishes it comes from one decision taken at the blending plant: the diluent is a gasoline-range naphtha rather than the kerosene used in an MC grade or the heavy oil used in an SC grade. That single choice sets the cure speed, sets the flash point, and sets the entire safety case. This page gives the ASTM D2028 specification with the test method behind each line, reads the distillation profile that fingerprints the solvent, sets out the fire precautions in detail — RC-70 is the one cutback grade for which the standard writes no flash point minimum at all — and states plainly where the grade belongs and where it must never be used.

70–140 cStViscosity at 60 °C, ASTM D2170
≥ 10 %Distillate off by 190 °C
≥ 55 %Residue to 360 °C, vol
UN 1999Class 3 flammable liquid

Definition

What cutback bitumen RC-70 actually is

RC-70 is the first and most fluid grade in the rapid-curing cutback series: paving bitumen diluted with a gasoline-range naphtha to a kinematic viscosity of 70 to 140 centistokes at 60 °C, specified under ASTM D2028 and the equivalent AASHTO M81.

A cutback bitumen is a paving-grade binder that has been thinned with a petroleum distillate so it can be sprayed or mixed at low temperature instead of at hot-mix temperatures. After application the distillate leaves and the bitumen left behind — the residue — stiffens back towards a working paving consistency. That residue is the material that does the structural work. The liquid in the drum is only the vehicle that delivers it, which is why so much of the ASTM D2028 requirement table is written against the residue rather than against the liquid.

The designation carries two separate pieces of information and buyers routinely read only one of them. RC names the diluent family and therefore the cure speed: a gasoline-range naphtha, rapid curing, hours rather than the days of a kerosene-cut MC grade or the weeks of an oil-cut SC grade. The number 70 is the lower limit of the kinematic viscosity band at 60 °C in centistokes, measured by ASTM D2170, and in the ASTM cutback system the upper limit of every band is exactly twice the lower one. A conforming RC-70 therefore measures somewhere between 70 and 140 cSt and nothing outside it. The wider grade system across all three cure families is set out on the cutback bitumen hub page.

Where RC-70 sits in the rapid-curing series

The rapid-curing series runs RC-70, RC-250, RC-800 and RC-3000. Note what is absent: there is no RC-30. The medium-curing series begins one step lower with MC-30 because a very fluid kerosene-cut grade has a job to do on a tight granular base, and no equivalent job exists for a naphtha-cut grade. RC-70 is therefore the fluid end of its own family, and every other RC grade is stiffer.

  • RC-70 — 70 to 140 cSt, minimum 55 % residue. The spray grade for tack coats, sand seals and light surface treatment.
  • RC-250 — 250 to 500 cSt, minimum 65 % residue. Surface treatment and road mix work where a heavier film is wanted.
  • RC-800 — 800 to 1600 cSt, minimum 75 % residue. Surface treatment and penetration work with larger aggregate.
  • RC-3000 — 3000 to 6000 cSt, minimum 80 % residue. The stiffest of the series, and the closest of them to a paving binder in consistency.

The step from grade to grade is a step in solvent charge as much as in viscosity. RC-70 carries the largest diluent charge in the family — up to 45 % of the sprayed volume — and the diluent it carries is the lightest and most volatile diluent used in any cutback. Those two facts together are the reason this page devotes more space to safety than to anything else.

The number tells you nothing about the family

This is the single most expensive misreading in the cutback trade. RC-70, MC-70 and SC-70 share a kinematic viscosity band of 70 to 140 cSt at 60 °C and share nothing else. They are written against three different specifications, they are cut with three different solvents, they cure over three different timescales, they carry three different fire hazards and they are used for three different jobs. A purchase order that says cutback 70 or that quotes a viscosity without naming the cure family is not an order that a blender can fill correctly, and an offer that answers an RC-70 enquiry with an MC-70 is answering a different question. Always order on the full designation and the standard number together.

What RC-70 is not

  • Not a prime coat material. A prime has to stay fluid long enough to travel into a compacted granular base. RC-70 does the opposite: the naphtha flashes off before meaningful penetration occurs, leaving a film on top of an unbound surface. The prime coat grades are MC-30 and MC-70, or a purpose-made penetrating emulsion prime. The distinction between the two operations is set out on prime coat vs tack coat.
  • Not a stockpile mix binder. A cold mix that has to sit in a stockpile for weeks needs a diluent that leaves slowly. RC-70 sets in the stockpile. MC-250 and MC-800 exist for that duty.
  • Not a paving binder and not a substitute for one. Nothing about handling penetration grade bitumen at 160 °C transfers to a liquid whose diluent is in the gasoline range. Treating RC-70 like bitumen 60/70 is how tank fires start.
  • Not something to make, thin or adjust on site. Cutback blending is a refinery or terminal operation carried out in purpose-built closed equipment. Adding solvent to hot binder, or hot binder to solvent, has killed people.

The spine of the grade

The solvent is the product: RC, MC and SC

Three cure families, three specifications, one variable. Once you understand what the diluent does, every other property of RC-70 — the cure speed, the flash point, the applications it suits, the applications it ruins, and the reason regulators dislike it — follows without further explanation.

Start from the base binder, because it is the part that does not change. All three cutback families begin with the same thing: a paving-grade bitumen. What separates them is what is added to it.

  • RC — rapid curing, ASTM D2028. The diluent is a gasoline-range naphtha: a light, highly volatile petroleum distillate boiling at the bottom of the motor fuel range. It evaporates readily at ambient temperature.
  • MC — medium curing, ASTM D2027. The diluent is kerosene, a middle distillate. It evaporates, but slowly, and it is also absorbed into porous substrates.
  • SC — slow curing, ASTM D2026. The diluent is a low-volatility gas oil, historically called a road oil. It barely evaporates at all; part of it stays in the binder permanently and softens it.

What curing actually is, and why RC is fast

Curing is the departure of the diluent, not a chemical set. For an RC grade the departure route is almost entirely evaporation, and because the naphtha is so volatile the process is largely finished in hours rather than days. The residual binder is left at the surface where it was sprayed, and it is left there quickly.

An MC grade cures by two routes at once — evaporation of the kerosene and absorption of it into whatever the material was sprayed onto — which is precisely why MC grades work as prime coats. The binder stays fluid long enough to travel into the top few millimetres of a granular base. An SC grade cures mainly by absorption and slow oxidation over weeks or months, which is why SC materials are dust palliatives and stabilisation binders rather than construction binders.

Two consequences follow for RC-70 and they pull against each other. Because the solvent goes quickly, the bond forms quickly and traffic can return sooner — the entire commercial argument for the grade. And because the solvent goes quickly, RC-70 cannot do any job that depends on the binder staying mobile: it cannot prime, it cannot survive in a stockpile, and it cannot be left in a warm distributor tank overnight without its viscosity climbing as the lightest fractions leave the liquid for the vapour space.

Reading the distillation test: the fingerprint of the solvent

The test that makes all of this visible on a certificate is ASTM D402, distillation of cutback asphaltic products. A measured sample is distilled and the distillate collected in fractions at set temperatures, each fraction reported as a percentage of the total distillate recovered to 360 °C, with the residue reported as a percentage of the original sample by difference. The residue is then tested in its own right.

For RC-70 the specification requires at least 10 % of the total distillate to come off below 190 °C, at least 50 % below 225 °C, at least 70 % below 260 °C and at least 85 % below 316 °C. Read the first of those figures again, because it is the line that defines the family. The medium-curing specification has no requirement at 190 °C at all — there is nothing in a kerosene cut that is expected to boil off that low. A blend that is required to surrender a tenth of its distillate below 190 °C is carrying a gasoline-range solvent, and no amount of relabelling changes what is in the drum.

The direction of the limits is just as informative as their values. Every distillation limit in the RC specification is a minimum: the standard is insisting that the solvent comes off early, because early departure is the property being bought. In the medium-curing specification the corresponding early limit is a maximum: the standard is insisting that the solvent does not come off too early, because a prime coat that flashes its kerosene before it has penetrated has failed. Two specifications, the same test, opposite requirements — and the sign of that limit is the clearest single statement of what each family is for.

The residue is what the road keeps

Whatever the liquid does on the day, the pavement is left with the residue. ASTM D2028 requires a minimum of 55 % residue by volume of the original sample for RC-70, and then applies three tests to that residue: absolute viscosity at 60 °C by ASTM D2171, required to fall between 60 and 240 Pa·s; ductility at 25 °C by ASTM D113, minimum 100 cm; and solubility in trichloroethylene by ASTM D2042, minimum 99.0 % by mass. The viscosity band is the important one commercially, because it is the line that says what consistency of binder the road actually ends up with, and it applies uniformly across the RC series. RC-70 and RC-3000 differ enormously in how they handle and not at all in the residue they leave.

One point of housekeeping: some national adoptions of the rapid-curing specification express the residue requirement as a penetration band measured by ASTM D5 rather than as an absolute viscosity band. The two forms are not interchangeable and neither converts into the other. Establish which form your contract specification uses before the batch is tested, not after the certificate arrives.

The safety consequence, stated once and then expanded

A liquid’s flash point is a property of its most volatile component, not of its bulk. In an MC grade that component is kerosene, and the specification is able to write a floor of 38 °C against it. In an RC grade that component is a gasoline-range naphtha, and the specification writes no floor at all for RC-70. That is the whole safety case in one sentence, and the next section but one is devoted to it.

Technical data

Cutback bitumen RC-70 specification table

The typical export specification quoted against ASTM D2028 for RC-70, with the test method that produces each line. Note how the table is organised: four rows describe the solvent and how fast it leaves, one row states how much binder is delivered, and three rows describe the binder that stays in the road.

Typical export specification — cutback bitumen RC-70, rapid curing, to ASTM D2028 / AASHTO M81.
Property Test method Unit Min Max
Kinematic viscosity at 60 °C ASTM D2170 / AASHTO T201 cSt (mm²/s) 70 140
Flash point, Tag open cup ASTM D1310; ASTM D3143 is the cutback-specific Tag procedure °C None specified for RC-70
Water content ASTM D95 / AASHTO T55 vol % 0.2
Distillate to 190 °C, as % of total distillate to 360 °C ASTM D402 / AASHTO T78 vol % 10
Distillate to 225 °C, as % of total distillate to 360 °C ASTM D402 / AASHTO T78 vol % 50
Distillate to 260 °C, as % of total distillate to 360 °C ASTM D402 / AASHTO T78 vol % 70
Distillate to 316 °C, as % of total distillate to 360 °C ASTM D402 / AASHTO T78 vol % 85
Residue from distillation to 360 °C ASTM D402 / AASHTO T78 vol % of sample 55
Absolute viscosity of residue at 60 °C ASTM D2171 / AASHTO T202 on D402 residue Pa·s 60 240
Ductility of residue at 25 °C, 5 cm/min ASTM D113 / AASHTO T51 on D402 residue cm 100
Solubility of residue in trichloroethylene ASTM D2042 / AASHTO T44 on D402 residue wt % 99.0
Density or specific gravity of the cutback ASTM D3142 (hydrometer method for cutback asphalts) kg/L at a stated reference temperature Report Report
Read the second row before any other. ASTM D2028 sets a Tag open cup flash point minimum of 27 °C for RC-250, RC-800 and RC-3000, and sets no minimum whatever for RC-70. That blank is deliberate: a blend cut with a gasoline-range naphtha cannot be relied upon to clear 27 °C, so the standard declines to write a floor it cannot enforce. The practical reading is that the flash point of RC-70 is whatever the batch measures, that the measured figure can sit at or below ordinary ambient temperature and in a warm climate routinely does, and that a closed cup determination on the same material would read lower still. The batch Certificate of Analysis must report a measured flash point with the method named, and that number — not anything on this page — governs storage, heating and dangerous goods classification at destination. The last row is not an ASTM D2028 requirement; it is requested because cutbacks are traded by volume and freighted by mass, and without a density you cannot move between the two. These are typical published export values for technical orientation, not a contractual guarantee; individual refinery data sheets differ and the binding specification is the one written into the sales contract.

The series

The four rapid-curing grades side by side

Every requirement of ASTM D2028 across the whole rapid-curing series. Two columns of this table are worth studying together: as the grade number rises the residue rises with it, the solvent charge falls, and a flash point requirement appears — which is another way of saying that RC-70 is the grade carrying the most of the lightest solvent.

ASTM D2028 requirements for rapid-curing cutback asphalt, grades RC-70 to RC-3000.
Requirement (ASTM D2028 / AASHTO M81) RC-70 RC-250 RC-800 RC-3000
Kinematic viscosity at 60 °C, cSt (ASTM D2170) 70–140 250–500 800–1600 3000–6000
Flash point, Tag open cup, °C (ASTM D1310) No requirement min 27 min 27 min 27
Distillate to 190 °C, % of total distillate to 360 °C min 10
Distillate to 225 °C, % of total distillate to 360 °C min 50 min 35 min 15
Distillate to 260 °C, % of total distillate to 360 °C min 70 min 60 min 45 min 25
Distillate to 316 °C, % of total distillate to 360 °C min 85 min 80 min 75 min 70
Residue from distillation to 360 °C, vol % of sample min 55 min 65 min 75 min 80
Solvent charge implied by the residue limit, vol % up to 45 up to 35 up to 25 up to 20
Water, vol % (ASTM D95) max 0.2 max 0.2 max 0.2 max 0.2
Absolute viscosity of residue at 60 °C, Pa·s (ASTM D2171) 60–240 60–240 60–240 60–240
Ductility of residue at 25 °C, cm (ASTM D113) min 100 min 100 min 100 min 100
Solubility of residue in trichloroethylene, wt % (ASTM D2042) min 99.0 min 99.0 min 99.0 min 99.0
Normal duty Tack coat, sand seal, light surface treatment, immediate-use mixes Surface treatment, road mix Surface treatment with larger aggregate, penetration work Heavy surface treatment and penetration work
The row labelled solvent charge implied by the residue limit is arithmetic rather than a specification line: a grade required to leave at least 55 % residue by volume may carry up to 45 % diluent by volume, and the actual figure for a batch is 100 minus its measured residue. It is included because it is the number that matters for three separate decisions — how much binder a litre of product actually delivers, how much solvent is released to atmosphere on application, and how large the vapour hazard is in a part-empty vessel. Note also the four residue rows at the bottom: the binder left in the road is required to be the same in every grade of the series. What the grade number changes is the liquid, never the residue.

Mandatory reading

Fire, vapour and heating: why RC-70 is not a paving product

ASTM D2028 writes a Tag open cup flash point minimum of 27 °C for RC-250, RC-800 and RC-3000. For RC-70 it writes nothing. That absence is the most important fact on this page, and everything below is an expansion of it.

The requirement that is missing, and what its absence means

A flash point is the temperature at which a liquid gives off enough vapour to form an ignitable mixture with the air above it. For a paving grade the figure is comfortable: the site’s 60/70 page quotes a Cleveland open cup minimum of at least 250 °C, roughly ninety degrees above the hottest sensible handling temperature. For an MC-70 the figure is uncomfortable but written down: a Tag open cup minimum of 38 °C, which at least gives a crew a number to work against. For RC-70 the specification gives no number at all.

It is worth being exact about what that means, because the absence is often misread as an oversight. The standard does write a 27 °C Tag open cup minimum for the three heavier grades in the same series, so the requirement plainly exists in the drafters’ minds. It is omitted for RC-70 because a blend carrying up to 45 % by volume of a gasoline-range naphtha cannot be relied upon to clear 27 °C, and a specification does not write limits it knows the product will fail. The correct inference for a buyer is not no requirement, therefore no hazard. It is the reverse: the flash point of RC-70 is low enough that the standard would not put a floor under it, and in practice a measured Tag open cup value on a batch of RC-70 can sit at or below ordinary ambient temperature and in a warm climate routinely does.

The consequence is a rule that has no equivalent anywhere else in the bitumen trade. Every vessel holding RC-70 must be treated as containing a flammable atmosphere at every temperature, including cold. There is no safe below X degrees. There is no version of the familiar site rule hold the tank at least 25 °C below the flash point that can be satisfied at all. A sealed drum of RC-70 standing in shade on a cool morning is already above its flash point.

Tag open cup, not Cleveland: why the method on the certificate matters

Two flash point families appear on bitumen paperwork and they are not alternatives.

  • Cleveland open cup, ASTM D92 / AASHTO T48, is the method used for paving grades and performance grades. The apparatus is designed for materials that flash well above ambient, and it is simply not written for a volatile liquid. A Cleveland result quoted on a cutback certificate is a paperwork error, and a dangerous one, because it suggests a safety margin that does not exist.
  • Tag open cup, ASTM D1310, is the method the rapid-curing specification calls up, with ASTM D3143 as the cutback-specific Tag open cup procedure. This is the family of methods written for liquids that flash at or near ambient temperature, and it is the only family that produces a meaningful number for RC-70.

There is a third distinction that becomes decisive at the shipping stage. Open cup and closed cup are different measurements and closed cup always reads lower on the same material. Transport regulations classify a flammable liquid from a closed cup determination — typically ASTM D93, Pensky-Martens, or ASTM D56, Tag closed cup, for low-viscosity liquids. So a certificate carrying a Tag open cup figure has not yet answered the transport question, and the safety data sheet is where the closed cup value and the resulting classification belong. If you take one habit from this section, take this one: never compare two flash point figures without checking that both were produced by the same method.

Heating: indirect only, and as little of it as the work allows

For most warm bitumen products the heating discussion is about how to apply heat safely. For RC-70 the discussion starts one step earlier, with whether to apply it at all. RC-70 is the most fluid grade in its series, and the honest working position — the one taken by experienced crews — is that it is warmed only as far as is needed to give an even fan from the spray bar, and no further. Every extra degree buys a marginal improvement in atomisation and a disproportionate increase in the rate at which naphtha leaves the liquid for the vapour space and the breathing zone.

  • No open flame, ever, under any circumstances. No burner tube under a drum, no torch on a seized chime or a blocked line, no bonfire under a distributor, no immersion element, no improvised heat trace, no hot air gun. This is not a precaution that can be relaxed for a small job or a cold morning. It is the single rule that separates RC-70 from every heating habit carried over from drummed paving bitumen.
  • Indirect heat only. A hot oil jacket, a steam coil or a hot water bath are the acceptable methods. Nothing that burns, glows or arcs may touch a vessel holding RC-70 or stand in its vapour path.
  • Keep the heating surface drowned. Product must cover the entire coil before heat is applied and stay over it as the tank draws down. A coil firing through an exposed surface film boils naphtha straight off it and puts hot metal into a vapour space that is already inside its flammable range.
  • Two independent temperature controls. A control thermostat on one sensor and circuit, and a high-temperature cut-out on a separate sensor and circuit. Prove both before the season. An untested cut-out is a label, not a safeguard.
  • Set the limit from the batch, not from the standard. Because ASTM D2028 gives no flash point figure for this grade, there is nothing to fall back on. Take the measured flash point off the Certificate of Analysis for the drums actually in front of you, together with the closed cup figure on the Safety Data Sheet, chalk them on the tank, and treat the whole operation as taking place above both.
  • Heat the day’s quantity and nothing more. A tank of RC-70 held warm across a week loses its lightest fractions to the vapour space. The viscosity of what remains climbs quietly out of the 70 to 140 cSt band with nothing appearing on any delivery note, the cure behaviour changes, and the vapour that left the liquid is now sitting somewhere. The load sprayed on Friday is not the load that was tested on Monday.
  • Vents open and discharging somewhere safe. A warming cutback tank produces solvent vapour continuously. A restricted or plugged vent turns that into a pressure hazard and a fire hazard in the same moment, and the discharge point must be clear of walkways, ignition sources and anyone’s breathing zone.

Ignition sources are not only flames

Crews reliably remove the obvious flame and leave a dozen other sources in place. In a zone around an RC-70 operation, all of the following are ignition sources: non-protected electrical equipment and lighting; portable generators and their exhausts; petrol and diesel engines, including the distributor’s own; hand tools that can strike a spark; grinding and cutting anywhere on the site; vehicle catalytic converters, which run hot enough to ignite vapour and sit at exactly the height vapour collects; mobile phones and radios that are not intrinsically safe; and smoking, which needs no further comment. Establish the zone, mark it, and treat entry into it as a controlled activity rather than a matter of habit.

Static electricity, bonding and filling

Static is the ignition source that gets forgotten because nobody can see it, and a low-conductivity hydrocarbon flowing through a hose is an excellent generator of it.

  • Bond first, then flow. Tank, distributor, drum, pump and hose are bonded together and earthed before any transfer begins, and continuity is measured rather than assumed. Corroded clamps and painted contact faces are the usual reason a bonding cable is doing nothing at all.
  • Fill from the bottom, and start slow. A stream of RC-70 falling through its own vapour space accumulates charge directly above an ignitable mixture. Use a bottom-entry connection or a dip pipe reaching below the liquid surface, and hold the initial flow rate down until the inlet is submerged.
  • No splash filling of drums, ever. Drum decanting is the operation where this is most often ignored and where the vapour concentration at the bung is highest.
  • Free water and loose objects increase charge generation. Keep the product dry — which is also what the ASTM D95 limit of 0.2 vol % is there to support — and keep unbonded metal objects out of the tank.

The nearly empty drum is the dangerous one

This is counter-intuitive and it kills people. A full, sealed drum of RC-70 has a small vapour space that is typically too rich to ignite — above the upper flammable limit. As the drum is emptied, air enters, the mixture is diluted, and it passes through the flammable range on its way to being too lean. A drained drum that smells of solvent is a container of ignitable atmosphere with a large ullage volume. It follows that:

  • No hot work on any vessel that has held RC-70. Welding, cutting, grinding or drilling a drum or tank has killed people who reasoned that an emptied, drained, air-dried container was safe. The correct sequence is cleaning, gas-freeing, a gas test read by somebody competent to interpret it, and only then a permit. Nothing in that sequence is optional and none of it can be replaced by looking into the drum.
  • Empty drums are not scrap. They stay bunged, upright, labelled and outside until they are properly decontaminated or returned. They are never used as stands, seats, burn bins, water butts or supports for anything.

Vapour behaviour, confined spaces and the breathing zone

  • Naphtha vapour is heavier than air. It sinks and travels. It settles into bunds, pits, sumps, trenches, inspection chambers, cable ducts and tank floors, and it can flow along the ground to an ignition source some distance from the spill that produced it. Air at head height reading clear proves nothing about the air at ankle height.
  • Any RC-70 tank is a confined space carrying a flammable and potentially oxygen-deficient atmosphere until a gas test proves otherwise. Entry is a permit activity with rescue arrangements in place, not a job for one person with a torch.
  • Assume hydrogen sulphide in the ullage. It accumulates in the vapour space of bitumen and cutback tanks even when the product itself carries almost none, and at the concentrations that matter it destroys the sense of smell that would otherwise warn you. Nobody gauges, dips or samples over an open hatch without personal monitoring. Sampling itself should follow ASTM D140, and the practice is written on the assumption that the sampler is protected.
  • Spraying atomises the solvent. A spray bar puts far more vapour into the air per litre than an open drum ever will. Central nervous system depression — headache, dizziness, nausea, impaired judgement — arrives at concentrations that are entirely ordinary downwind of a bar in still air, inside a shed, or in a tank compound with no cross-draught. Put the crew upwind, extract mechanically for any enclosed work, and treat respiratory protection as the answer only where ventilation genuinely cannot fix the exposure.

RC-70 and hot bitumen must never share a vessel

Paving bitumen at 150 °C sits far above the boiling range of a naphtha diluent. Bring the two together and the solvent charge does not warm through — it flashes, effectively all of it, in seconds, throwing hot liquid out of the hatch and laying a vapour cloud directly over whatever ignition source is nearest. With a gasoline-range solvent the event is faster and more violent than the equivalent with a kerosene cut. Tank and kettle fires following exactly this sequence have killed people.

The rule extends to sequencing, and this is where it is broken in practice. A distributor, storage tank, transfer line, pump, hose or drum heater that has just carried hot binder is cooled and cleaned before it sees RC-70, and a vessel that is merely empty still counts as hot. The corollary is equally firm: do not attempt to make, thin or adjust RC-70 on site. Tipping solvent into a bitumen tank to hit a viscosity target is how people are killed, and a site blend would not meet the specification in any case — hitting 70 to 140 cSt says nothing about the distillation profile, the residue content or the residue viscosity, which are the lines that determine what the pavement ends up with.

If it catches fire

  • Foam and dry powder rated for flammable liquids are the media that work, with carbon dioxide acceptable on a small contained fire such as a drum or a pump housing. Position them where a fire would actually start — beside the distributor, beside the tank, beside the drum decanting point. An extinguisher hanging in the site office is inventory, not protection.
  • A water jet into burning cutback makes the fire bigger. The jet drives water beneath the burning surface where it flashes, and the expanding steam throws burning liquid across a wide radius. Water has one legitimate role at a cutback fire: fog applied from a distance to cool drums, tanks and structures not yet involved. It never goes into the burning liquid.
  • Plan for vapour travel, not just for the vessel. Because the vapour is dense and mobile, the fire that starts is often not at the vessel that leaked. Bunds and drains around an RC-70 store need the same attention as the store itself.

Skin, eyes, ingestion and first aid

  • Swallowing it. The danger is aspiration rather than poisoning: the light fraction is fluid enough to run into the lungs, and it does most of its damage on the way back up. Vomiting must not be induced. The casualty goes for medical care immediately with the Safety Data Sheet in hand.
  • Skin. A gasoline-range solvent strips the natural oils out of skin quickly and produces dermatitis with repeated contact, and a soaked overall holds it against the body for hours. Nitrile gloves rather than latex; gauntlet cuffs outside the sleeve so a splash runs off the arm instead of into the glove; contaminated clothing removed at once rather than worn out the shift. Washing binder off skin with solvent, diesel or kerosene turns a nuisance into an injury.
  • Eyes. Irrigate with clean water for a prolonged period and get medical attention. Full-face protection, not just glasses, at any decanting or spray point.
  • Burns. Warm binder inflicts a thermal burn and the solvent adds a chemical insult on top. Flood with clean cold water immediately, keep it there for at least twenty minutes, and go on cooling on the way to hospital. Adhered bitumen stays where it is; once cool it acts as a sterile covering, and peeling or dissolving it takes skin with it. Whether and how it is removed is a burns unit’s decision, not a first aider’s.

Dangerous goods, packing group and storage

RC-70 ships as dangerous goods, normally declared as UN 1999, Tars liquid including road oils and cutback bitumens, Class 3 flammable liquid. The packing group is where RC and MC part company, and the distinction is worth carrying into the booking because it changes packaging, stowage and paperwork.

  • A Class 3 flammable liquid is defined by a closed cup flash point at or below 60 °C. RC-70 is far inside that threshold and there is no exemption to argue for.
  • Packing group is then assigned from the closed cup flash point and the initial boiling point. A closed cup flash point below 23 °C with an initial boiling point above 35 °C gives packing group II; a closed cup value between 23 and 60 °C gives packing group III. MC grades normally fall into group III. A gasoline-cut RC grade normally falls into group II, which is a materially stricter regime.
  • The classification that governs is the one on the Safety Data Sheet for the batch, confirmed with your freight forwarder for the route and destination. Take it from there, not from this page.

For storage and shipment:

  • Specify new steel drums of UN-approved design with sound closures and correct Class 3 labelling. A leaking cutback drum is a fire hazard, not a housekeeping problem, and reconditioned drums are the usual source of both leaks and contamination disputes.
  • Dangerous goods packaging must be filled with outage so that the package is not liquid-full at 55 °C. A cutback drum is therefore deliberately underfilled, and that is a regulatory requirement rather than a short delivery.
  • A dangerous goods declaration and a container packing certificate travel with the shipment, and a current Safety Data Sheet is required by the carrier, the terminal and increasingly by destination customs. See quality control and export documents.
  • Some carriers and ports restrict or surcharge Class 3 stowage, and packing group II is restricted more often than group III. Confirm acceptance before fixing the shipment — see bitumen logistics and shipping.
  • Drums stand upright with bungs tight, under a roof, shaded, ventilated at ground level, bunded, with no ignition source and no hot bitumen operation anywhere in the compound. Storage tank arrangements are covered on the bitumen storage tanks page, and the temperature discipline that applies to hot products is on the heating temperature guide — neither of which relaxes anything written above.

Head to head

RC, MC and SC: the three cure families compared

The same base binder, three diluents, three specifications. This is the table to read before ordering anything described only as a cutback, and the row that decides most arguments is the one naming the diluent.

Rapid-curing, medium-curing and slow-curing cutback asphalt compared on the properties that follow from the choice of diluent.
Criterion RC — rapid curing MC — medium curing SC — slow curing
Governing specification ASTM D2028 / AASHTO M81 ASTM D2027 / AASHTO M82 ASTM D2026 / AASHTO M141
Diluent Gasoline-range naphtha Kerosene Low-volatility gas oil (road oil)
How the cure happens Evaporation of a highly volatile solvent, almost entirely Evaporation plus absorption into the substrate Absorption and slow oxidation; part of the diluent remains in the binder
Order of magnitude of cure time Hours, extending to a couple of days with a heavy film or in cool, humid or still weather Days Weeks to months
Grades in the series RC-70, RC-250, RC-800, RC-3000 MC-30, MC-70, MC-250, MC-800, MC-3000 SC-70, SC-250, SC-800, SC-3000
Flash point method named in the specification Tag open cup — ASTM D1310, with ASTM D3143 as the cutback-specific Tag open cup procedure Tag open cup — the same family of methods as RC: ASTM D1310, with ASTM D3143 as the cutback-specific Tag open cup procedure Cleveland open cup, ASTM D92
Flash point requirement on the lightest grade None specified for RC-70 Min 38 °C for MC-30 and MC-70 A Cleveland open cup minimum applies, reflecting a far less volatile diluent
Structure of the distillation limits Minima at 190, 225, 260 and 316 °C — the standard requires the solvent to come off early No requirement at 190 °C, and a maximum at 225 °C — the standard requires the solvent not to come off too early Written around total distillate rather than an early-cut profile
Principal uses Tack coat, sand seal, light surface treatment, immediate-use road mix and patching Prime coat, cold plant mix, road mix, cold patching Dust palliative, soil and base stabilisation, road mix in some markets
Must never be used for Prime coat, stockpile mix, any work in an enclosed space Tack coat or bond coat between pavement layers Any work needing a fast cure or an early return to traffic
Relative fire hazard in storage and use Highest of the three; the diluent is in the gasoline range and the standard writes no floor for RC-70 High, but a specification floor exists and can be worked against Lowest of the three
Usual dangerous goods packing group Normally II Normally III Depends on the measured closed cup flash point; may fall outside Class 3
Two cautions on this table. First, the packing group row states the normal outcome of applying the regulatory thresholds to each family, not a classification you may rely on: the group is assigned from the measured closed cup flash point for the batch and is stated on the Safety Data Sheet. Second, the flash point row for SC deliberately carries no number. The slow-curing specification uses a different apparatus for a reason — the diluent is a heavy oil — and quoting a Cleveland figure alongside two Tag figures would invite exactly the method-mixing this page warns against. Where a project specification names a cure family, that family is what ships; substituting across families because the viscosity number matches is not a substitution, it is a different product.

Applications

Where cutback bitumen RC-70 is correctly used

RC-70 has a narrow and genuine job: spray work on an existing bound surface where the binder must set quickly and traffic must come back soon. Every use below depends on the fast cure, which is the only property RC-70 has that nothing else offers as directly.

1

Tack coat between pavement layers

The historic primary use. A bond coat sprayed onto an existing bound surface so the new asphalt layer keys to it. RC-70 suits the duty because the naphtha leaves quickly and the residual binder is at the surface, tacky and ready, in a short window rather than tracking under plant tyres for days. Rates are set by the project specification and confirmed on a trial section, not by ASTM D2028, which sets no application rate at all.

2

Sand seal and light spray sealing

Sprayed at a light rate and immediately covered with sand or fine chippings to seal and rejuvenate a dry, oxidised low-volume surface. The fast set is what allows the cover material to be rolled and the road opened the same day. Heavier chip seals with large aggregate normally call for RC-250 or RC-800, or a rapid-setting emulsion, because RC-70 is too fluid to hold a large stone.

3

Light surface treatment and maintenance sealing

Single surface treatments on low-traffic roads, shoulders, access tracks and haul routes where the work has to be finished and released in a single shift. This is maintenance rather than structural work, and the destination’s environmental rules on spray-applied solvent products must be checked before it is planned in.

4

Immediate-use road mix and patching

Mixed with clean, relatively open-graded aggregate for a patch or a road mix that is laid the same day. RC-70 wets clean aggregate readily and the mix stiffens quickly in place. It is emphatically not a stockpile material: a mix made with a rapid-curing grade sets in the pile, which is why stockpile patching uses the medium-curing grades or a medium-setting emulsion.

5

Work where an emulsion break is unreliable

An emulsion cures by losing water, and in cold, humid or still conditions that departure can be slow and unpredictable. A cutback cures by losing solvent and is far less dependent on the weather. Where a specification permits cutbacks and the conditions are working against an emulsion, that is the legitimate technical argument for RC-70 rather than a commercial preference.

6

Remote sites without an emulsion supply chain

Emulsion has a limited shelf life, must never freeze, needs agitation and dedicated tankage, and is generally a poorer traveller than a cutback. On projects a long way from an emulsion plant, a drummed cutback remains the practical option — provided the site can store and handle a Class 3 flammable liquid to the standard set out in the safety section above.

On site

Application temperature, rates, cure — and where RC-70 is the wrong product

For most binders the application temperature is set by workability. For RC-70 it is set by the flash point, and because the specification writes no flash point for this grade, the ceiling has to come off the batch certificate. This section covers what can honestly be planned in advance and what cannot.

Application temperature is a safety limit wearing a workability label

Typical industry practice warms a 70-viscosity cutback to somewhere in the region of 50 to 80 °C for spraying. Two things must be said about that figure before anyone uses it. First, it is typical industry practice only and is traceable to no standard: ASTM D2028 sets no application temperature, no application rate and no cure time, and where a project specification or an agency manual names a temperature or a ceiling, that document governs and this page does not. Nothing on this page may be quoted as a requirement. Second, and more importantly, the figure answers the wrong question for this grade.

For MC-70 the equivalent window sits above a known flash point of 38 °C, so a crew can at least say by how much they are exceeding it. For RC-70 there is no published floor to exceed, the measured flash point can sit at or below ambient and in a warm climate routinely does, and the material must therefore be assumed to be above its flash point at every temperature at which it could conceivably be used — including cold, in the drum, before anything is switched on. The practical rules that follow are these:

  • Warm as little as the fan allows. The purpose of heating RC-70 is an even spray pattern and nothing else. There is no cure benefit and no penetration benefit to be had from extra degrees, and there is a direct penalty in vapour released.
  • Take the ceiling from the certificate. The measured flash point on the batch Certificate of Analysis, and the closed cup value on the Safety Data Sheet, are the only numbers with any authority over your tank. If the certificate does not report a measured flash point with the method named, the consignment is not ready to be heated.
  • Pre-warm the equipment rather than the product. A cold pump, hose and bar are a common reason crews raise the tank temperature. Warming the hardware first, and circulating gently, achieves the same fan at a lower product temperature.
  • Never chase a temperature to fix a viscosity problem. If RC-70 will not spray evenly at a sensible temperature, the likely cause is a consignment that has lost light ends in storage, not a tank that is too cold. Retest, do not reheat.

Rates and cure times are project decisions, not product properties

ASTM D2028 sets no application rate and no cure time. Those numbers come from the project specification, the national standard in force at the destination and a trial section on the actual surface, and they vary far more than any supplier page can usefully summarise. What can be stated is the arithmetic that connects them to the specification.

Tack coat rates are properly expressed as residual binder per square metre rather than as litres of product, because two cutbacks at the same litres per square metre deliver different quantities of binder. RC-70 is required to leave at least 55 % residue by volume, so at the specification minimum every litre sprayed delivers at least 0.55 litres of binder. Run that backwards to size an order. If a specification called for 0.15 litres of residual binder per square metre — a figure used here purely to demonstrate the calculation and not a rate for any particular job — then at the 55 % minimum the product rate would be 0.15 ÷ 0.55, or about 0.27 litres of RC-70 per square metre. Use the measured residue on the batch certificate rather than the specification minimum when the numbers matter, and settle the rate itself with the engineer and a trial.

Cure is the same story. RC grades cure in hours rather than the days an MC grade takes, but the actual interval depends on temperature, wind, humidity, application rate and the porosity of the surface. The site judgement, not the clock, is what governs: a tack coat is ready when the solvent has gone and the film is tacky rather than fluid, and paving over an uncured cutback tack traps solvent under an impermeable layer, softening the new mat at exactly the interface that is supposed to be carrying shear. Where the specification names a waiting period, follow it.

What good site practice looks like

  • Read the Certificate of Analysis before the drums are opened, and specifically the measured flash point, the measured viscosity and the measured residue. Sampling for verification follows ASTM D140.
  • Confirm the grade is permitted for the intended work at the destination before anything is sprayed. This is covered in the next section and it is not a formality.
  • Sweep and dry the surface. A tack coat on a dusty or damp surface fails as a bond coat regardless of the binder, and dust is the most common cause of an interface that shears.
  • Set up the exclusion zone before the first transfer, with bonding proved, extinguishers positioned, vehicles and generators outside it, and the crew briefed on the fact that the vapour is heavier than air and travels.
  • Do not leave product warm overnight. Heat the day’s quantity, spray it, and let the equipment cool.

Where RC-70 is the wrong product

The list below is not a set of preferences. Each item is a case where RC-70 will either fail at the job or create a hazard out of proportion to the work.

  • As a prime coat on a granular base. The naphtha leaves before the binder has penetrated, so the base is left unbound under a skin. Use MC-30 or MC-70 chosen by base texture, or a penetrating emulsion prime.
  • As a binder for stockpile patching material. The mix sets in the pile. Use MC-250, MC-800 or a medium-setting emulsion.
  • For a chip seal with large aggregate. RC-70 is too fluid to hold a heavy stone on a camber. The heavier RC grades or a rapid-setting emulsion such as those described on the emulsion grades page are the correct answers.
  • In tunnels, basements, multi-storey car parks, plant rooms, trenches or any enclosed or partly enclosed space. The vapour is heavier than air, it accumulates, and there is no version of this work that is safe. Emulsion is the only sensible binder for enclosed work.
  • On a site that cannot store or handle a Class 3 flammable liquid. If the compound has no bunding, no bonding equipment, no exclusion zone and no flammable-liquid extinguishers, the correct product is an emulsion, and no commercial argument outranks that.
  • Anywhere cutbacks are restricted or prohibited. Covered in the next section. A cargo that cannot legally be sprayed at destination is a total loss.
  • As a substitute for MC-70 because the number matches. They share a viscosity band and nothing else.
  • As a way to soften a hard paving grade. Blending a cutback into a paving binder to adjust consistency is neither a specification-compliant product nor a safe operation.

Regulation

Solvent emissions, and why emulsions replaced cutbacks

The property that makes RC-70 useful is the property regulators object to. Every litre of solvent that gives the grade its rapid cure ends up in the atmosphere, and for a buyer that has become a permitting question before it is a technical one.

The emission is not a by-product, it is the mechanism

A cutback cures by losing its diluent to the air. There is no other route for an RC grade, and there is no version of the product that avoids it. The arithmetic is written into the specification: ASTM D2028 requires RC-70 to leave a minimum of 55 % residue by volume, which means that up to 45 % of every litre sprayed is a volatile organic compound released to atmosphere, and the actual figure for a batch is 100 minus its measured residue. Because RC-70 carries the largest solvent charge of any grade in the rapid-curing series, and because that solvent is the lightest used in any cutback, it is the grade with the highest emission per litre applied of any product in the cutback system.

Volatile organic compounds are precursors to ground-level ozone, which is the regulatory driver almost everywhere the question is asked. That is why the restrictions, where they exist, tend to be seasonal — tied to the ozone season — and why they tend to hit the rapid-curing grades first and hardest.

The direction of travel

The pattern is consistent across markets that regulate air quality, even though the instruments differ. Cutback asphalt for routine paving work has been progressively restricted since air quality rules began to address solvent use in road maintenance, with the usual structure being a prohibition on general paving use, a seasonal or cold-weather exemption for patching and emergency repair, and a tighter treatment of the rapid-curing family than of the medium- or slow-curing families. Emulsions were adopted in their place for tack coats, prime coats, seal coats and slurry work, and in many jurisdictions the substitution is now complete enough that a cutback tack coat would be refused on a public road.

Two honest qualifications belong beside that. The restrictions are local, not universal: many national and regional specifications still name cutback grades, and in some markets RC and MC grades remain in routine use. And the substitution is not a pure technical upgrade — emulsions cannot be stored below about 4 °C without permanent damage, they have a shorter practical shelf life, they need agitation and dedicated tankage, and their break can be slow and unpredictable in cold, humid or still conditions. That is why the cutback trade has not disappeared and why the arguments for RC-70 set out in the applications section remain real.

What a buyer has to check, and in what order

Before an RC-70 order is placed, four questions need answers, and each one is far easier to ask before the order than to discover after it:

  • Are cutbacks permitted for the intended work at the destination at all? Not cutbacks in general and not for some other application — for this work, on this class of road, under the authority that will accept it.
  • Is the rapid-curing family specifically permitted? This is the question that catches people out. A jurisdiction that allows an MC prime coat may prohibit an RC tack coat, because the rapid-curing grades carry the most volatile diluent and are the first to be restricted.
  • Is there a seasonal window? Where cutbacks survive in regulated markets it is often only outside the ozone season, or only for specified maintenance categories. A cargo landed in the wrong month may be legal to store and illegal to spray.
  • Will the carrier, the port and the destination accept a Class 3 packing group II cargo, and can the site store it? The environmental permission and the dangerous goods permission are separate approvals and a project needs both.

If any of those four comes back negative, the substitution to look at first is an emulsion. The bitumen emulsion overview covers what an emulsion is and how it breaks, and the emulsion grades page sets out which designation answers which operation — for the work RC-70 is normally bought for, the slow-setting grades cover tack coat and fog seal duty and the rapid-setting grades cover spray sealing. The choice between the two operations, and therefore between the two product families, is set out on prime coat vs tack coat, and the adhesion question that sits behind every spray-applied binder decision is on the adhesion and anti-stripping page.

The commercial argument that is usually left out

The diluent in an RC grade is a refined, fuel-range petroleum product. When the material cures, that product is evaporated rather than used. A buyer taking delivery of a volume of which up to 45 % is designed to disappear should at least know that is what the transaction involves, and should compare offers on residual binder rather than on litres or tonnes of liquid. That comparison is set out in the next table, and it changes the ranking of offers more often than most buyers expect.

Commercial

Quantity, packing and how RC-70 is actually sold

Cutbacks are normally traded by volume while freight is charged by mass, and a drum of cutback does not hold what a drum of paving bitumen holds. The paving-grade loading arithmetic used elsewhere on this site does not transfer to RC-70, and the table below sets out what to use instead.

Quantity bases for a cutback bitumen order, and how each differs from the corresponding paving grade arithmetic.
Basis What it measures Why it is different for RC-70 What to put in the contract
Net mass per drum Kilograms of product in one new steel drum This site’s paving grade standard is 150, 180 or 185 kg per drum. A cutback drum holds less mass at the same nominal drum size: the blend is less dense than a paving grade because of the solvent, and a Class 3 liquid must be filled with outage rather than filled full The agreed net mass per drum for the actual blend, stated in writing. Do not assume a paving grade fill weight
Volume per drum Litres of product in one drum, at a stated reference temperature Cutbacks and emulsions are normally sold by volume rather than by mass, and volume moves with temperature. A litre measured warm at the loading point is not a litre received cold Litres per drum, the reference temperature (15 °C is the usual basis) and the volume correction basis, for example ASTM D1250 / API MPMS Chapter 11
Drums per 20 ft container How many drums physically stow This site’s standard is 80 new steel drums in a 20 ft FCL. That is a stowage figure, so it is unaffected by what is in the drums — what changes is the tonnage those 80 drums represent 80 drums per 20 ft FCL as the stowage basis, subject to the carrier accepting the dangerous goods stow
Container tonnage Total product mass per container For paving grades this site quotes 12 MT at 150 kg per drum, 14.4 MT at 180 kg and 14.8 MT at 185 kg. Those figures are paving grade arithmetic and must not be carried across to a cutback 80 drums multiplied by the agreed cutback net fill. Ask for the figure; do not derive it from a paving grade table
Jumbo bag or poly bag 1 MT bulk bags, 20 bags and 20 MT per 20 ft FCL on this site’s standard Not applicable to RC-70 in any form. A Class 3 flammable liquid requires UN-approved packaging; bulk bags are a packing option for solid and semi-solid products only Delete it from the enquiry. The packing options for RC-70 are UN-approved liquid packagings, and nothing else
Bulk and flexitank Uncontainerised or bladder shipment Flexitanks are not normally accepted for Class 3 dangerous goods, and bulk options for a flammable liquid are a specialist arrangement rather than a default Confirm acceptance with the carrier and the terminal before assuming a bulk option exists at either end
Residual binder The bitumen that will still be there after the solvent has gone The only basis on which two cutback offers are comparable. RC-70 delivers at least 0.55 litres of binder per litre of product at the ASTM D402 minimum of 55 % residue; an RC-250 at its 65 % minimum delivers at least 0.65 Compare offers on residual binder. Use the measured residue from the batch certificate, not the specification minimum
Density or specific gravity The conversion between the volume basis and the mass basis Needed because the product is sold by volume and freighted by mass, and because a cutback is less dense than the paving grade it was made from. Measured by ASTM D3142 for cutback asphalts Require density or specific gravity at a stated temperature on the Certificate of Analysis
Outage and fill level The deliberate empty space in a dangerous goods package Dangerous goods packing rules require that a liquid package is not liquid-full at 55 °C, so a cutback drum is underfilled by design Recognise it as a regulatory requirement. It is not a short delivery and should not be raised as a claim
Two of these rows produce most of the disputes in cutback trade. The first is the assumption that a drum of cutback weighs what a drum of paving bitumen weighs, which produces a shortfall claim on arrival where there is no shortfall — only a lighter product, correctly filled with the outage a flammable liquid requires. The second is comparing offers on tonnage. Two RC grades compared tonne for tonne deliver different quantities of binder, and an RC-70 compared against an MC or an emulsion on a tonnage basis is not being compared at all. Work in residual binder, state the volume basis and its reference temperature, and take the density from the batch certificate. The general conversion arithmetic is on the tonnage and volume conversions page, and the packing options across the range are on the packaging page. Nothing in this table is a delivery commitment; stowage, acceptance and quantities are agreed shipment by shipment and are subject to the carrier’s dangerous goods acceptance.

Buyer questions

Frequently asked questions about cutback bitumen RC-70

What do the RC and the 70 in cutback bitumen RC-70 mean?

Take the number first, because that is the half buyers misread. 70 is the lower bound of the kinematic viscosity band at 60 °C in centistokes, measured by ASTM D2170, and the ASTM cutback system sets every upper bound at exactly twice the lower one — so a conforming RC-70 measures between 70 and 140 cSt and nothing outside it. The letters carry the more important half. RC is the rapid-curing family specified by ASTM D2028 and AASHTO M81, which means the base binder has been cut with a gasoline-range naphtha rather than with the kerosene of an MC grade or the heavy oil of an SC grade. That single fact sets the cure speed in hours rather than days, sets the flash point low enough that the standard writes no minimum for this grade, and sets every safety rule that applies to the product. RC-70 is also the most fluid grade in its series: there is no RC-30, and the series runs RC-70, RC-250, RC-800 and RC-3000.

What solvent is RC-70 cut with, and why does it matter so much?

A gasoline-range naphtha — a light, highly volatile petroleum distillate. It matters because the diluent, not the bitumen, controls almost everything a user cares about. It sets the cure speed, because a volatile solvent evaporates in hours where kerosene takes days. It sets the flash point, because a liquid flashes at the temperature dictated by its most volatile component. It sets the applications, because a solvent that leaves quickly cannot stay fluid long enough to penetrate a granular base, which is why RC grades cannot prime. And it sets the emission, because everything that evaporates goes into the atmosphere. You can see the solvent on the certificate: ASTM D2028 requires at least 10 % of the total distillate to come off below 190 °C, a requirement that has no counterpart in the medium-curing specification because there is nothing in a kerosene cut that boils that low.

What is the flash point of RC-70, and why is it measured by Tag open cup rather than Cleveland open cup?

ASTM D2028 sets no flash point minimum for RC-70 at all. That is not a simplification — the standard writes a Tag open cup minimum of 27 °C for RC-250, RC-800 and RC-3000, and leaves the RC-70 cell blank, because a blend carrying up to 45 % by volume of a gasoline-range naphtha cannot be relied upon to clear 27 °C. The correct reading is that the flash point of this grade is low enough that the standard would not put a floor under it, and in practice a measured Tag open cup value on a batch of RC-70 can sit at or below ordinary ambient temperature and in a warm climate routinely does. So the only flash point with any authority over your operation is the measured one on the batch Certificate of Analysis with the method named, together with the closed cup value on the Safety Data Sheet, and there is no safe temperature at which the vapour space stops being a hazard: an RC-70 drum or tank is treated as containing a flammable atmosphere at all times, cold included. The method matters because the Cleveland apparatus, ASTM D92, is written for materials that flash well above ambient — it is the method used for penetration and performance grade paving binders, where minimums of 230 to 250 °C are normal — and it produces no meaningful result on a volatile liquid. The rapid-curing specification calls up ASTM D1310, a Tag open cup method written for liquids that flash at or near ambient, with ASTM D3143 as the cutback-specific Tag open cup procedure. A Cleveland figure on a cutback certificate is a paperwork error and a dangerous one, because it implies a margin that does not exist. A third distinction matters at the shipping stage: transport regulations classify from a closed cup determination, normally ASTM D93 or ASTM D56, and a closed cup result always reads lower than an open cup result on the same material. Never compare two flash point figures without checking that both came from the same method.

Can RC-70 be used as a prime coat?

No, and the reason is structural rather than a matter of preference. A prime coat has to travel into the top few millimetres of a compacted granular base to bind the surface fines, waterproof the base and leave a film the asphalt can key into. That requires the binder to stay mobile for a period after spraying. RC-70 does the opposite: the naphtha flashes off quickly and the residual binder is left as a film on top of a surface that is still unbound underneath. What you get is a skin that tracks under construction plant and shears under the asphalt layer, over a base that was never primed. The prime coat grades are MC-30 for a tight, fine-graded, well-compacted base and MC-70 for an open or coarse-textured one, or a purpose-made penetrating emulsion prime where a solvent product is not permitted or not safe to store.

What temperature should RC-70 be applied at?

Typical industry practice warms a 70-viscosity cutback to somewhere in the region of 50 to 80 °C for spraying, but that band is typical practice only and is traceable to no standard: ASTM D2028 specifies no application temperature, and where the project specification or agency manual names a figure or a ceiling, that document governs and this figure must not be quoted as a requirement. The more useful answer is that for RC-70 the application temperature is a safety limit rather than a workability one. Because the standard writes no flash point for this grade and the measured value can sit at or below ambient, the material must be assumed to be above its flash point at every temperature at which it could be used, so heating is not a question of staying below a threshold but of minimising vapour. Warm only as far as an even spray fan requires, pre-warm the pump, hoses and bar rather than raising the tank temperature, use indirect heat exclusively with the coil covered and two independent temperature controls, heat the day’s quantity only, and never bring a flame near the vessel.

How is RC-70 classified for shipping, and what travels with the cargo?

It is dangerous goods and there is nothing to argue about. RC-70 is normally declared as UN 1999, tars liquid including road oils and cutback bitumens, Class 3 flammable liquid. The threshold for Class 3 is a closed cup flash point at or below 60 °C and RC-70 is far inside it. Where RC and MC part company is the packing group: a closed cup flash point below 23 °C with an initial boiling point above 35 °C gives packing group II, while 23 to 60 °C gives packing group III. MC grades normally fall into group III; a gasoline-cut RC grade normally falls into group II, which is a stricter regime for packaging, stowage and acceptance. The cargo needs UN-approved and correctly labelled packaging — new steel drums with sound closures, filled with the outage the rules require so the package is not liquid-full at 55 °C — plus a dangerous goods declaration, a container packing certificate and a current Safety Data Sheet. Take the classification from the batch Safety Data Sheet and confirm carrier and port acceptance before fixing the shipment, because packing group II is restricted or surcharged more often than group III.

Are cutbacks still permitted, and should I be buying an emulsion instead?

In many jurisdictions cutback asphalt has been restricted or prohibited for routine paving on air quality grounds, and the rapid-curing family is normally the first to be restricted because it carries the most volatile solvent. The arithmetic behind that is written into the specification: at the ASTM D2028 minimum residue of 55 % by volume, up to 45 % of every litre of RC-70 sprayed is released to atmosphere as a volatile organic compound. Emulsions replaced cutbacks for tack, prime, seal and slurry work in most regulated markets. Before ordering, establish four things: whether cutbacks are permitted for your specific work at the destination, whether the RC family in particular is permitted, whether any seasonal window applies, and whether the carrier, port and site will accept and store a Class 3 packing group II cargo. If any answer is negative, an emulsion is the substitution to look at first. The honest counterpoint is that emulsions are not universally better: they must never freeze, they have a shorter practical shelf life, they need agitation and dedicated tankage, and their break is weather-dependent in a way a cutback’s cure is not.

How much binder do I actually get per litre of RC-70, and how should offers be compared?

Only the residue is binder. ASTM D2028 requires RC-70 to leave a minimum of 55 % residue by volume when distilled to 360 °C under ASTM D402, so at the specification minimum every litre of product delivers at least 0.55 litres of binder and up to 0.45 litres is solvent that will evaporate. Compare offers on residual binder rather than on litres or tonnes, and use the measured residue on the batch certificate rather than the specification minimum when the numbers matter. Two further points affect the commercial comparison. Cutbacks are normally traded by volume while freight is charged by mass, so ask for density or specific gravity at a stated temperature — measured by ASTM D3142 for cutback asphalts — and state the volume reference temperature and correction basis in the contract. And do not apply paving grade drum arithmetic to a cutback: a cutback drum holds less mass than a paving grade drum of the same nominal size, both because the blend is less dense and because a dangerous goods package must be filled with outage. Agree the net mass per drum in writing.

QC
How this page is maintainedThe RC-70 grade definition and the specification limits on this page follow ASTM D2028 and the equivalent AASHTO M81 for rapid-curing cutback asphalt. Test methods cited are ASTM D2170 for kinematic viscosity at 60 °C, ASTM D402 for distillation and residue, ASTM D1310 and ASTM D3143 for Tag open cup flash point, ASTM D95 for water content, ASTM D2171 for absolute viscosity of the residue, ASTM D113 for ductility, ASTM D2042 for solubility, ASTM D3142 for the density of cutback asphalts and ASTM D140 for sampling; ASTM D92 (Cleveland open cup), ASTM D93 (Pensky-Martens closed cup) and ASTM D56 (Tag closed cup) are named where the distinction between methods matters. The comparison with the other cure families is drawn against ASTM D2027 / AASHTO M82 for medium-curing and ASTM D2026 for slow-curing cutback asphalt. Specification values are stated as typical published export figures for technical orientation and are not a contractual guarantee; individual refinery data sheets differ and standards are periodically revised, so the governing edition is the one named in your contract. Application temperatures, rates and cure times are described as published typical practice and are not requirements of ASTM D2028, which sets none of them; they must be confirmed against the project specification and a trial section. The flash point statements are the most important content here and deserve restating: ASTM D2028 sets no flash point minimum for the RC-70 grade, so the only figure with authority over storage, heating and classification is the measured value on the batch Certificate of Analysis together with the Safety Data Sheet. Dangerous goods classification and packing group must be confirmed for the batch, route and destination with your freight forwarder before shipment, and permission to use a cutback for the intended work must be confirmed with the road authority at destination. Loading and packing figures quoted are this site’s standard bases for orientation and are not delivery commitments. If you find a value on this page that conflicts with a current standard or a refinery data sheet, tell us and we will correct it.

Request a cutback bitumen RC-70 quotation

Send quantity, packing, destination port and Incoterm, together with the intended application and the specification the work is written to. Confirm that cutbacks, and the rapid-curing family in particular, are permitted for that work at your destination, and that your carrier, port and site accept a UN 1999 Class 3 cargo in packing group II. State whether you want the offer expressed in litres or in residual binder, and attach the project specification if one applies so the offer is checked against it before it is issued.

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