Bitumen Supply to Morocco: Grades, Ports and Climate

Morocco occupies the north-western corner of Africa, with an Atlantic seaboard running roughly two thousand kilometres from the Strait of Gibraltar to the far south, and a shorter Mediterranean coast running east from the Strait to the frontier region beyond Nador. Its population and its road demand are concentrated in a coastal axis from Kenitra through Rabat and Casablanca to El Jadida, in the interior cities of Fes, Meknes, Marrakech, Beni Mellal and Oujda, in the northern belt around Tangier and Tetouan, and in the Souss around Agadir. Between and behind those centres lie the Rif, the Middle Atlas, the High Atlas and the Anti-Atlas, and beyond them a pre-Saharan south. That is a great deal of vertical relief for a country of this size, and it is the reason this page spends more space on climate than on anything else.

Morocco imports its refined products, which is why it is an import market at all

Several markets on this site have to import binder because they have no refining industry to begin with. Morocco’s position is different and worth stating precisely, because it explains why a Moroccan buyer takes an export offer seriously. The country’s refining capacity was concentrated at Mohammedia, on the Atlantic coast immediately north-east of Casablanca, and it ceased operating in 2015. Since then Morocco has met its demand for refined petroleum products by import. Bitumen is a refinery product, so the practical consequence is that essentially the whole of the country’s binder requirement arrives from outside it, and that a Moroccan importer is not comparing an import against a domestic alternative in the way a buyer in a refining country does. Nothing on this page states what any facility at Mohammedia or anywhere else in Morocco currently handles, stores or is equipped for; that is a question for a freight forwarder and a terminal operator in writing.

The second half of the same fact is competitive rather than technical. Morocco sits opposite Spain across a strait that is roughly fourteen kilometres wide at its narrowest, and there is a dense roll-on roll-off ferry link across it carrying road freight. A European supplier can therefore reach a Moroccan site on trailers, under a European transport document, without a container ever being packed. A supplier shipping from the Middle East is competing against that, and the honest response is not to pretend the alternative does not exist but to be better on the things that matter to a Moroccan engineer: the grade named the way the tender names it, the test schedule the tender actually controls, a batch-specific certificate with measured values on it, and packing chosen for the site rather than for the container.

Almost everything arrives by sea, and that is a structural fact rather than a preference

Morocco has no functioning inland corridor role of the kind Kenya or Tanzania has, and it is not fed overland from a neighbour. Its eastern land frontier has been closed since 1994, so commercial road freight does not run in from that direction. To the north the only land boundaries are with Ceuta and Melilla, two Spanish cities on the North African coast whose customs position is their own and which are not ordinary bulk freight routes into the Moroccan interior. To the south the routes are long, thin and desert. What remains is the sea, and the ferry link across the Strait which is a sea movement carrying road vehicles.

For a bitumen planner that produces a cleaner problem than a corridor market presents, and a different one. There is no transit procedure to design around, no second national conformity regime waiting at a downstream frontier, no customs security arrangement for a movement crossing three territories, and no fourteen-hundred-kilometre road leg with border posts on it. What replaces all of that is a single question that has to be answered properly: which port, for which inland destination, in which climate zone. Morocco is compact enough that the wrong port is not a catastrophe in the way that landing on the wrong Saudi coast is, and large enough that a Casablanca discharge for a Nador or a Laayoune project is still several hundred kilometres of unnecessary road haul on a cargo whose value per tonne is low.

The specification system is European, and that changes the offer

This is the point most often missed by exporters who work mainly into markets that buy on ASTM documentation. Moroccan road practice descends from French practice, the national standards catalogue is largely built by adopting European standards, and the paving grade names a Moroccan tender uses are the EN 12591 names: 20/30, 30/45, 35/50, 40/60, 50/70, 70/100 and the softer bands beyond. Those are not stylistic variants of 40/50, 60/70 and 85/100. They are different windows drawn from a different requirement table, and the requirement table is where the argument actually lives.

Two differences do most of the damage when an offer is written in the wrong system:

• EN 12591 controls softening point with a maximum as well as a minimum. ASTM D946 does not control softening point at all. So a batch that is a perfectly genuine ASTM 60/70 with a ring and ball result at the top of the usual export range can fail an EN 12591 50/70 clause outright, not on penetration but on a line the ASTM certificate was never asked to satisfy.
• EN 12591 carries a maximum Fraass breaking point. ASTM D946 has no low-temperature requirement of any kind. In a country with a Middle Atlas that freezes hard every winter, that is not a paperwork difference. It is the difference between a specification that addresses thermal cracking and one that is silent about it.

There are further differences in the ageing test, in the ductility requirement and in the flash point convention, and they are set out line by line further down this page. The instruction that follows from all of them is short: quote in the words the tender uses, and settle in writing which requirement table the clause intends before a batch is certified.

The demand behind the enquiries, in general terms

Moroccan binder demand comes from a mixture of programmes rather than from one. There is a tolled motorway network operated under concession by the national motorway company, commonly abbreviated ADM, which is the highest-specification pavement in the country and the most likely place to meet high-modulus base courses and modified binder. There is the classified national, regional and provincial road network administered by the roads directorate of the ministry responsible for equipment, through regional and provincial directorates, which carries the bulk of ordinary construction, strengthening and maintenance work. There is a long-running national programme of rural road building and upgrading aimed at accessibility in mountain and remote districts, which is where surface dressing, cutbacks and emulsions appear far more often than asphalt concrete does. There is urban and peri-urban work run by municipal authorities and by the development companies that operate in the larger cities. And there is industrial and port pavement, plant hardstanding and access roads around the industrial platforms and the ports themselves. No project names, budgets, lengths or dates appear on this page, because a supplier page is not where a buyer should be getting them and because they date badly. What matters commercially is the shape: several procuring bodies, several document traditions, and no single national binder clause to quote against.

How Morocco differs from its neighbours on this site

It is worth naming the differences, because a buyer will be comparing across them. Egypt is a hot market with a river valley and a canal, and its low-temperature end is close to irrelevant. The sub-Saharan markets are tropical, and there the specification argument is entirely about the high-temperature end and about moisture. Saudi Arabia is the closest analogue in one respect only — it too has an interior and a highland belt where the low end is a live question — but its dominant problem is extreme sustained heat, and its ports sit on two seas separated by the width of a peninsula. Morocco’s distinguishing feature is the range: a coast where an unmodified soft grade is entirely reasonable, a south where it is not, and an Atlas where the binding constraint is the temperature at which the binder cracks rather than the temperature at which it flows. On top of that sits a European specification vocabulary that most Middle East export documentation is not written in.

The five things that decide a Moroccan order

• The delivery town and its altitude. Not the country and not the region. Casablanca, Marrakech, Ifrane, Ouarzazate and Dakhla are five different specification problems.
• Which requirement table the clause intends. EN 12591 is the default assumption here, but a clause assembled from an older or an imported template may cite something else. Establish it before certification, not at delivery.
• Whether the site needs the low-temperature line, and whether the certificate carries it. A standard Middle East export sheet does not carry a Fraass result. In the Atlas that is the missing line.
• Which port, and whether the entry is an import or a free-zone or transhipment movement. These are different customs events with different documentary consequences.
• What the packing has to survive at both ends of the range. Salt-laden Atlantic humidity and a pre-Saharan yard at one end; frost, snow and a cold drum that will not empty at the other.

What this page does not tell you

It does not state that any port, berth, terminal, road, motorway, mountain pass, railway, ferry link or crossing is open today, running to a schedule, equipped for this commodity or available for your cargo. Geography is described because geography is stable and publicly checkable; operating status is not, it changes, and it belongs to the freight forwarder who is accountable for it. Road distances are commonly cited approximations given for orientation only. No transit times, freight rates, vehicle payloads, vessel or tanker capacities, port throughput, draught or berth figures, container free time periods, detention charges, duty rates, taxes or levies appear anywhere. No refinery, terminal operator, shipping line, ferry operator, haulier, forwarder, inspection body, customs broker, laboratory, product brand or client is named as a counterparty, and no presence, office, agency or shipping history in Morocco is claimed. It states no position on whether bitumen is or is not currently within the scope of any Moroccan conformity assessment or import control programme, and it names no currently appointed inspection or certification body, for the reasons set out at length in the conformity section. It quotes no Moroccan national standard designation for paving bitumen, because the requirement that binds a shipment is the clause the tender incorporates. And nothing here is legal, customs, regulatory, exchange-control, insurance or compliance advice; a buyer trading into Morocco must take independent advice covering the goods, the parties, the customs territory and the payment mechanism.

The shape of the inland network

The spine of Moroccan road freight is the tolled motorway network, operated under concession by the national motorway company. It runs broadly as an Atlantic axis from the Strait south through Tangier, Rabat and Casablanca to Marrakech and on to Agadir, with an eastern branch inland from Rabat through Meknes and Fes toward Oujda, and shorter links to El Jadida, Safi, Beni Mellal and the northern coast. Around that sits the classified national, regional and provincial network administered by the roads directorate, and beyond that the rural network that the accessibility programmes have been extending for many years into mountain and remote districts. Commonly cited road distances, given for orientation only and not as a basis for a freight calculation, put Casablanca to Rabat at roughly 90 km, Tanger Med to Casablanca at roughly 340 km, Casablanca to Marrakech at roughly 240 km, Casablanca to Fes at roughly 300 km, Casablanca to Agadir at roughly 460 to 500 km depending on the routing, Marrakech to Ouarzazate at roughly 200 km over the mountains, and Casablanca to Oujda at roughly 600 to 650 km depending on the routing.

Two of those numbers behave differently from the others. Marrakech to Ouarzazate is two hundred kilometres that crosses the High Atlas by a pass commonly cited at around 2,260 m, and a pass is a weather-dependent, gradient-dependent, closure-prone piece of road rather than a distance. The southern road from Agadir toward Laayoune and Dakhla is the other: it is not difficult, it is simply very long and very thin, with sparse resupply. Neither of those is a haulage problem you solve with a calculator, and both are reasons a Moroccan delivery schedule should be built with the forwarder rather than from a map.

The mountain leg, stated plainly

This is the part of Moroccan logistics that a supplier used to flat coastal markets underestimates. Trunk roads in the Middle Atlas and High Atlas cross ground that carries snow every winter, and passes are closed by snowfall for periods each year. The commonly cited crossings a buyer will meet in project documents include the pass on the Marrakech to Ouarzazate road at roughly 2,260 m and the older, narrower and more exposed Tizi n’Test alignment west of it, which crosses somewhat lower at a summit commonly cited at roughly 2,100 m but is the harder road of the two, and the roads over the Middle Atlas between Fes, Ifrane, Azrou, Khenifra and Midelt. What follows for a consignment is practical rather than theoretical:

• Deliverability is seasonal. A winter delivery to a site beyond a pass is not a scheduling assumption. Ask the forwarder, and where the project itself is seasonal, pre-position material before the weather closes rather than calling it off through it.
• Cold packed bitumen is hard to use. A drum that has been standing at −5 °C is not simply a cold drum. It takes materially longer to heat out, it stresses the heating arrangement on site, and the temptation to overheat it is where binder gets damaged. Plan the heating capacity for the coldest condition the drum will be in, not the average one.
• Emulsion does not survive freezing. A bitumen emulsion is a water-continuous product. If the water phase freezes the emulsion breaks and the product is finished; it cannot be recovered by warming it up. On a mountain or eastern-plateau site in winter, emulsion storage is a heated-store question, not a yard question. This is the single most commonly ruined product on this market and it is entirely avoidable.
• Gradient is a loading case as well as a driving case. Long climbing lanes with slow heavy vehicles are exactly where rutting appears first, which is why the pass approaches are among the places a Moroccan design most often calls for a modified binder or a harder grade than the surrounding sections.

The delivery term has to match the mode, and it has to name a place

Under Incoterms 2020, FAS, FOB, CFR and CIF are rules for sea and inland waterway transport. They are built around a vessel and a port and they have coherent meaning for a parcel discharging at Casablanca, Agadir or Tanger Med. They have no coherent meaning for a trailer arriving at a plant near Beni Mellal, and they have no coherent meaning at all for a roll-on roll-off movement that began on a European motorway. The rules that work for any mode are FCA, CPT, CIP, DAP, DPU and DDP, and every one of them names a place.

Three errors recur on Moroccan business:

• Quoting a port price and letting it be read as a delivered price. For a Casablanca or Agadir site the two are close. For Ouarzazate, Errachidia, Oujda or anywhere in the far south they are not, and the difference is hundreds of kilometres of road, some of it over mountains. Say on the offer what the price includes and where it stops.
• Naming a country instead of a place. DAP Morocco is not a delivery term. DAP followed by a named town, plant or project site is. On a mountain leg the named place should also settle who bears the cost of a vehicle standing and waiting, because a truck held by weather is idle at somebody’s expense.
• Agreeing DDP casually. DDP puts import clearance and charges on the seller. In a jurisdiction where the seller may not be able to act as importer of record, where a conformity requirement may attach to the import, and where the import also has an exchange-control dimension described further down this page, that is a much heavier undertaking than it looks on a term sheet.

Packing arithmetic, and then the vehicle

Site standard loading figures, which apply to the sea leg and to any container movement inland, are as follows. New steel drums of 150 kg net give 80 drums and 12 MT per 20 ft FCL. Drums of 180 kg net give 80 drums and 14.4 MT. Drums of 185 kg net give 80 drums and 14.8 MT. Jumbo or poly bags of 1 MT give 20 bags and 20 MT. The 20 ft box is the unit because a cargo of this density reaches its weight limit long before it fills a larger container.

Use those figures to fix the drum count, the packing cost per tonne and the number of packages on the transport document. Then stop. Container arithmetic does not transfer to a road vehicle. What a truck may lawfully carry on a Moroccan road is set by the axle-load and gross-weight regime in force and by the route, and gradient and pass restrictions can bind before weight does. No payload figure appears on this page because it belongs to the carrier through the forwarder. Fix the packing with the container figures, then ask the forwarder how that tonnage converts into vehicles on your specific axis, and price the handovers as well as the kilometres.

Container detention on an inland Moroccan delivery

On a delivery near the port the box is emptied quickly and returned. On a delivery to Errachidia, Ouarzazate, Oujda or the far south, the box travels inland with the cargo and has to come back, and on a winter mountain leg the round trip is not a number anybody can promise. Shipping lines allow a contractually agreed period of free time and charge detention beyond it; the free period and the charge are commercial terms between the buyer and the line, and no figures are stated on this page. Many inland buyers therefore strip the container at the port and move drums onward on flatbed vehicles rather than sending the box up-country. That decision has to be made before the cargo is booked, because it changes the packing plan, the handling count and the insurance arrangement.

Bulk against drums in this specific market

Morocco is not a corridor market, so the case for bulk is stronger here than on a two-thousand-kilometre inland haul across three frontiers. It is still a case that has to be made rather than assumed, and it turns on four things:

• What the receiving site has. Bulk is only useful if the receiver has heated tankage of adequate capacity, a compatible discharge connection, a pump and the ability to take the whole load promptly. A permanent asphalt plant on the coastal axis frequently has all of it. A mobile plant on a rural road contract in the Middle Atlas frequently has none of it, and no freight quotation changes that.
• Whether a receiving terminal arrangement exists at all. An imported bulk parcel needs shore tankage that is heated and contracted for. That is a commercial arrangement with an individual operator and it can never be inferred from a port’s name, size or petroleum history. Nothing on this page states that any Moroccan facility handles bitumen in bulk.
• Where the site is on the map. A short flat leg from Casablanca or Mohammedia to a plant on the coastal axis is the strongest bulk case in the country. A leg that crosses a pass in winter is the weakest, because standing time in the cold is heat lost at a cost and a stiffened load is an operational problem rather than a delay.
• What the material is. A polymer modified binder in bulk wants controlled heating and agitation to stay homogeneous, which fits a long or an interrupted haul badly and argues for drums.

Drums remain the sound default for an imported consignment going anywhere other than a permanently equipped installation on the coastal axis. A drum needs no heated storage, can be handled without a terminal crane, can sit through a shutdown or a closed pass, can be heated one unit at a time, allows staged call-off, and fails locally: a damaged drum costs one drum out of eighty, whereas a compromised bulk load costs the consignment. Specify new steel drums in the contract in words, not by implication: reconditioned drums are the commonest source of contamination disputes in this trade anywhere in the world.

One regulatory line to settle before a tanker is booked

Where bitumen is offered for carriage at elevated temperature, above 100 °C, it falls to be classified as UN 3257, elevated temperature liquid, n.o.s., Class 9 under the UN model regulations, and packed bitumen moving at ambient temperature is treated differently. Whether that applies to your movement, and what marking, documentation, equipment and driver qualification follow from it on a Moroccan road, is a question for the carrier and the forwarder and it should be settled before a vehicle or a parcel is booked rather than after.

Who writes the clause, and in what documents

Moroccan public road works are procured in the francophone tradition. The technical requirements for a contract sit in a Cahier des Prescriptions Spéciales — the special specification for that particular job, commonly abbreviated CPS — which incorporates by reference the general and common specifications applicable to road works, commonly referred to as the Cahier des Prescriptions Communes. The binder clause a supplier actually has to satisfy lives in the CPS, and it may tighten, narrow or add to whatever the general text says. This is the single most useful procedural fact on this page: ask for the CPS binder clause and the associated test schedule, and quote against those words. It is a normal request and a serious buyer will send it.

Behind the documents sit several procuring bodies with different traditions. The motorway concessionaire builds and maintains the highest-specification pavement in the country and is the most likely place to meet high-modulus base courses and polymer modified binder. The roads directorate of the ministry responsible for equipment, working through regional and provincial directorates, procures the bulk of national, regional and provincial road work. Rural accessibility programmes procure a great deal of surface dressing, prime and cold work, which is why cutbacks and emulsions appear in Moroccan enquiries far more often than in a pure asphalt-concrete market. Municipal authorities and urban development companies run their own urban programmes. Materials testing and mix verification in Morocco is commonly routed through the public testing and studies laboratory, commonly abbreviated LPEE, and through private laboratories; a buyer should expect acceptance testing at the destination and should assume the imported certificate will be checked against it rather than accepted on trust.

The national standards body, and what an NM reference means

Morocco’s national standardisation body is the Institut Marocain de Normalisation, commonly abbreviated IMANOR, which develops and publishes Moroccan standards, operates the national certification mark and carries the country’s membership of the international and regional standardisation bodies. Moroccan standards are designated with the prefix NM, for norme marocaine. Two things follow that a buyer should understand:

• A great many NM standards are national adoptions of European standards. Where that is the case, the technical content is the EN text and the NM designation is the national wrapper around it. So a Moroccan clause citing an NM reference for a bituminous binder is frequently, in substance, citing the European requirement table. That is why this page argues in EN terms: it is the layer where the numbers actually live.
• This page quotes no NM designation for paving bitumen. Designations and editions change, several procuring bodies are involved, and a number quoted from memory into a compliance box on an offer form is a false compliance claim sitting inside a contract. An invented or stale national standard number is the worst thing a supplier page can print, because it is precise enough for a buyer to rely on and wrong often enough to ruin a shipment. If an enquiry form asks which Moroccan standard the cargo complies with, the correct answer is that the binding requirement is the one the tender document incorporates, and that the offer will be written against that clause once it has been seen.

The European paving grade ladder, and what it actually controls

The European specification for paving grade bitumens is EN 12591. It names its grades as penetration bands with a slash — 20/30, 30/45, 35/50, 40/60, 50/70, 70/100, 100/150, 160/220, and softer bands beyond — and behind each name sits a requirement table. The properties in that table, and the methods that produce them, are the vocabulary a Moroccan clause is written in:

• Penetration at 25 °C, by EN 1426, which defines the band.
• Softening point, ring and ball, by EN 1427, expressed as a range with both a minimum and a maximum.
• Fraass breaking point, by EN 12593, expressed as a maximum: the temperature at or above which a thin film of the binder cracks under a standardised flexing. This is the low-temperature line.
• Resistance to hardening by the rolling thin-film oven method at 163 °C, EN 12607-1, reported as change of mass, as retained penetration expressed as a minimum percentage, and as softening point after hardening expressed as a minimum, with an increase in softening point available as an alternative expression.
• Solubility by EN 12592, at 99.0 % by mass minimum.
• Flash point by EN ISO 2592, as a grade-dependent minimum that steps down as the grade softens.

Two absences are as informative as the entries. EN 12591 contains no ductility requirement, which is a line every Middle East export certificate carries prominently. And it does not use the thin-film oven test that those certificates default to. The ageing exposure it controls is the rolling thin-film oven, which is a different exposure producing different numbers, and the two are not interchangeable.

The 60/70 problem, which is the Moroccan version of a familiar trap

The grade an exporter from this region reaches for by habit is 60/70, an ASTM D946 grade with a ten-decimillimetre window. The band a Moroccan clause most often names is EN 12591 50/70. They are not synonyms, and the differences are not academic:

• The window is a different width. EN 50/70 is twenty decimillimetres wide and reaches down to 50 dmm. Every genuine 60/70 batch sits inside 50/70; the converse is false, because a binder correctly supplied as 50/70 may measure anywhere down to 50 and would fail a 60/70 requirement. Read the direction of that argument carefully before offering one against the other.
• The softening point has a ceiling in the European table and none in the American one. EN 12591 sets the 50/70 range at 46 to 54 °C. Typical Middle East export data sheets for 60/70 publish 49 to 56 °C. A batch at 55 or 56 °C is a perfectly proper 60/70 and is outside the EN 50/70 range. It will fail a Moroccan acceptance test on a line that its own certificate was never asked about, and it will fail it at destination after the freight has been paid.
• The low-temperature line is missing entirely. ASTM D946 controls penetration, flash point, ductility, solubility and retained penetration after the thin-film oven test. It says nothing whatever about behaviour below ambient. Substituting it for an EN grade in a country with a Middle Atlas is not a documentary shortcut. It removes the only low-temperature control the specification had.
• The ageing test is different. The European table controls the rolling thin-film oven residue under EN 12607-1; the American convention on export sheets controls the thin-film oven under ASTM D1754. Adding the right ageing test to the schedule has to happen before the batch is certified, not after the cargo has sailed.

The instruction is short and it belongs in the first reply to any Moroccan enquiry. Do not silently substitute. If the clause says 50/70, say on the offer whether the material is certified to EN 12591 50/70 or to ASTM D946 60-70, print the measured penetration and the measured softening point from a batch-specific certificate, and get any cross-reference approved by the engineer in writing before dispatch. A cross-reference table is a basis for a conversation with the engineer. It is never a defence at delivery.

The same care applies at the hard end and the soft end

Where a Moroccan clause names 35/50 for a hot southern or heavily loaded pavement, the nearest ASTM habit is 40-50, which is a narrower window sitting inside the European band and again without a softening point ceiling or a Fraass maximum. Where a clause names 70/100 for a cold or high-altitude site, the ASTM habit is 85-100 and the export trade’s 80/100, and neither of those is a standard band in the European table. And one notational point saves correspondence in both directions: AASHTO M20 writes penetration grades with a hyphen — 40-50, 60-70, 85-100 — while the export trade writes them with a slash. Those are the same American bands measured by the same needle test, and a clause naming grade 60-70 is not naming something different from what an exporter calls 60/70. It is still not a 50/70.

Hard grades and high-modulus base courses

This is a francophone specification feature that a supplier working mainly into ASTM markets will not have met, and it appears on Moroccan motorway and heavy-pavement work. A high-modulus asphalt base course — commonly written in French documents as enrobé à module élevé, abbreviated EME — is a thick, stiff, binder-rich base layer designed to carry load with a thinner structure than a conventional base. It is built with a hard paving grade, and hard paving grades are not in EN 12591 at all. They sit in EN 13924-1, which names the grades 10/20 and 15/25. A second document, EN 13924-2, covers multigrade paving bitumens. Three practical points follow: a clause calling for a hard grade is calling for a product certified against a different standard from the ordinary paving ladder; ASTM D946 has no counterpart to it at all; and a hard binder in a cold zone is exactly the combination that makes the Fraass line worth reading rather than skipping.

Modified binders, emulsions and cutbacks in the European vocabulary

Where a Moroccan clause calls for something other than a straight paving grade, it will normally name it in the European system too, and the documents are different from the ASTM ones an exporter may be holding:

• Polymer modified bitumen is specified through EN 14023, which is a framework standard: it sets out the properties to be declared and the classes available rather than a single national table, so the clause has to state which classes are required. Expect elastic recovery by EN 13398 and storage stability by EN 13399 to be asked for, and treat a certificate that says polymer modified without carrying recovery and stability data as a finding rather than an oversight.
• Cationic bituminous emulsions are specified through EN 13808, another framework standard, with a designation that encodes the class rather than a trade name — a letter for the charge, a figure for the binder content, a letter for the binder type and a class figure for the breaking behaviour, followed by application information. A Moroccan tack coat or surface dressing clause written this way cannot be answered with an ASTM D977 or D2397 certificate without an explicit agreement.
• Cut-back and fluxed binders are specified through EN 15322, again a framework. The American counterparts, ASTM D2027 for medium-curing cutbacks among them, are different documents with different tables.
• Mixtures are specified through the EN 13108 series and tested through the EN 12697 series, which is where the adhesion and water sensitivity questions live — affinity between aggregate and binder under EN 12697-11, water sensitivity of the compacted mix under EN 12697-12. A binder certificate evidences nothing about either.

Where performance grading fits, and where it does not

Morocco is not a performance-grading market by default, and a supplier should not push a PG designation at a clause that did not ask for one. It is worth knowing two things about it anyway. First, a performance grade is written as a high pavement temperature and a low pavement temperature — PG 64-16, PG 70-10 and so on — derived from pavement temperature statistics at the site, and the arithmetic span between the two numbers is a genuine clue to how the binder was made: a wide span is difficult to reach without polymer modification, while a narrow one is within reach of a stiff straight-run binder. That framing is useful in Morocco precisely because the country needs both ends of the range at once in the interior, the Atlas and the pre-Saharan south. Second, where an internationally designed project does specify a performance grade, the requirements come from AASHTO M320 or, in the multiple stress creep recovery framework, AASHTO M332, and the low-temperature half of the data — pressure ageing vessel conditioning under AASHTO R28 and bending beam rheometer results under AASHTO T313, or their European equivalents EN 14769 and EN 14771 — takes time and equipment to produce. Ask at enquiry stage whether it exists, because agreeing to a performance-graded clause without confirming that the low-temperature data can be generated is agreeing to something that may not be certifiable.

The band is not a point, and in Morocco that cuts both ways

Two cargoes can both be genuine EN 50/70 and behave differently. One measures 52 dmm with a softening point near 54 °C; the other measures 68 dmm with a softening point near 47 °C. Both are in grade and both pass an acceptance check against the band. On a Marrakech wearing course in July they are not the same material, and on an Ifrane road in February they are not the same material either — and the preference inverts between those two sites. The practical responses, in order of usefulness: require the measured value on a batch-specific Certificate of Analysis rather than a sheet that reprints the specification range; agree a narrower contractual window in writing for the shipment, which leaves the grade name and the tender satisfied while giving the buyer a contractual right to the half of the band the site actually needs; and read softening point and Fraass as hard as penetration, because on this market they are the two lines that speak to the two failure modes the country actually has.

Adulteration, solubility and inspection at loading

The technical defence against the oldest problem in this trade is unglamorous and effective. Solubility to EN 12592, or ASTM D2042 in the American system, is the line that shows whether the material is bitumen or bitumen extended with mineral matter; if a certificate omits solubility, treat that as a finding rather than an oversight. Appoint an internationally recognised inspection company to attend loading, sample across the consignment to EN 58 or ASTM D140, and seal retained samples held by both parties. Record drum count, drum condition and seal numbers at loading and at each handover. The Moroccan reason to insist is that acceptance testing at destination is normal here rather than exceptional: material is commonly checked in a Moroccan laboratory against the CPS clause, and an argument that starts after a cargo has crossed the Atlas has no realistic reverse gear. The inspection you did not pay for at the loading point is the argument you cannot win afterwards.

What a usable Certificate of Analysis looks like for this market

• Batch or lot identification tying the certificate to the drums or the parcel actually loaded, not a typical-values sheet reissued for every consignment.
• Penetration at 25 °C by EN 1426 and softening point by EN 1427 as measured values, each read against any narrower contractual window agreed for the shipment, and each with the designation of the method printed beside the result.
• Fraass breaking point by EN 12593 where the site is in the interior, the Atlas, the eastern plateau or the pre-Saharan south. This is the Moroccan line and it is the one an export sheet written to ASTM habits will not carry unless it is asked for in the contract.
• The hardening result in the form the clause controls: EN 12607-1 residue with change of mass, retained penetration and softening point after hardening, rather than a thin-film oven figure described generically as loss on heating.
• Solubility, flash point and density, each with its method.
• Where a modified binder is supplied, elastic recovery by EN 13398 and storage stability by EN 13399, plus the modification type — not merely the word polymer.
• Nothing about adhesion. Affinity between binder and aggregate cannot be certified from a binder sample alone; it is a mix-level question tested with the actual project aggregate under EN 12697-11, with water sensitivity of the compacted mix under EN 12697-12. Any supplier claiming moisture performance on the strength of a binder certificate is overstating what the document can carry.

Who the standards body is

Morocco’s national standardisation body is the Institut Marocain de Normalisation, commonly abbreviated IMANOR, established under the national legislation on standardisation, certification and accreditation. Its functions are the ordinary functions of a national standards body: developing and publishing Moroccan standards under the NM designation, operating the national conformity mark applied to certified products, representing the country in international and regional standardisation work, and carrying the certification role that sits alongside the national accreditation and market-surveillance arrangements. A very large part of the NM catalogue consists of national adoptions of European standards, which is the structural reason a Moroccan binder clause reads as a European clause. IMANOR is not a counterparty of ours and nothing in this section describes a relationship with it or with any other body named here.

The import conformity mechanism, described as a mechanism

Morocco operates import controls on the conformity of industrial products, administered by the ministry responsible for industry and trade under framework legislation on the safety of products and services and its implementing texts. Arrangements of this family exist in many markets under different names, and their common feature is the one that catches exporters out: where a product is in scope, the verification is arranged on the supply side, before the goods are shipped, and the evidence has to exist at clearance rather than be produced afterwards. What follows describes how such a programme is structured. It states nothing about whether any particular arrangement, scope, route or requirement applies to your shipment on your date.

• The trigger is scope. Programmes of this kind apply to products defined by a technical regulation or a ministerial listing, expressed by product category and by tariff classification. Whether a given product sits inside or outside that listing at a given moment is the whole question, and it is the question this page will not answer.
• The applicant is usually on the supply side. The exporter or the supplier applies to a body appointed or accepted to operate the programme for the country or region of supply. An importer in the destination frequently cannot fix a missing certificate alone, which is exactly why it has to be settled at contract stage rather than after loading.
• There is normally more than one route. The common structures are a consignment-by-consignment route based on documentary review of test reports with physical inspection at the loading point and, where required, sampling and laboratory testing; a registration route for a product whose consistency has been established; and a licensing or certification route resting on an assessment of the manufacturer’s quality system. Which routes exist, and which is appropriate, is a matter for the appointed body and the administering ministry.
• The output is a certificate that has to exist before clearance. A certificate of conformity is issued referencing the standard or regulation the goods were verified against and the consignment it covers, and it travels with the shipping documents.
• There may also be a mark. Programmes of this kind commonly sit alongside a national conformity mark applied to certain categories of product. Where a mark is required it is a physical marking obligation, which means it has to be established before the goods are packed rather than after.
• The consequence of getting it wrong is not a warning letter. Where a certificate is required and absent, the usual outcomes are detention of the goods, inspection and testing at destination at the importer’s cost and time, penalties, or refusal of entry.

Why this page does not tell you whether bitumen is in scope

Because the scope of these programmes changes. Technical regulations are issued, amended and replaced; tariff lines are added to and removed from product listings; appointed and accepted bodies are designated and re-designated; and the available routes are revised. An undated page asserting that a product is or is not currently in scope, or naming the body currently appointed for a particular region, is worse than useless: it is a statement precise enough for a buyer to plan a shipment on and wrong often enough to ruin one. So this page names no current scope and no appointed inspection or certification agent.

Put four questions in writing to a licensed customs broker in Morocco before you contract, and put them again if the shipment slips:

• Is this product, under this description and this tariff classification, within the scope of any technical regulation or import conformity control on my intended shipment date?
• If it is, what certificate is required, which route applies, which body can issue it for my country of supply, and what does the supplier have to produce and by when?
• Is there a physical marking obligation, and if so, does it have to be applied before the goods are packed?
• Does the answer change if the goods are entered for home use, held in a free zone or logistics zone, or transhipped at a hub rather than imported?

That last question is not padding. On a market with a major transhipment complex at the Strait and free-zone activity alongside it, the customs event is not always the one the buyer assumed, and free-zone goods are not goods in free circulation.

The customs machinery

Customs in Morocco is administered by the Administration des Douanes et Impôts Indirects, commonly abbreviated ADII, with declarations lodged electronically through its customs system, commonly referred to as BADR. Trade documentation is channelled through the national single window for foreign trade, commonly referred to as PortNet, which links the importer, the bank, the forwarder, the port and the administrations involved. Two structural points matter to a seller. The first is that the import file is opened before the goods arrive, which means the importer needs the commercial documents from the seller earlier than a first-time exporter expects; late or inconsistent seller documentation stops the buyer from opening the file at all. The second is that the description on that file has to agree with the description everywhere else, which is the discipline that runs through this whole page.

Petroleum bitumen falls under HS heading 2713.20. The full national subheading, and any duty, tax or levy treatment, must be confirmed with a licensed customs broker in Morocco. No rates of any kind are stated on this page.

Origin, and why it is a live commercial question here rather than a formality

Morocco is unusual among the markets on this site in the density of its preferential trade arrangements. It has an association agreement with the European Union, a free trade agreement with the United States, the Agadir Agreement with a group of Arab Mediterranean partners that includes Egypt, Jordan and Tunisia, and further bilateral arrangements. Preferential treatment under any of them depends on the goods qualifying as originating under that agreement’s rules and on the correct proof of origin accompanying the consignment — a movement certificate or an origin declaration in the European framework, and the equivalent instrument in each of the others.

The consequence for an exporter shipping from the Middle East is straightforward and should be stated openly in the offer rather than left for the buyer to discover: a cargo of that origin does not carry European or American preferential origin, and therefore does not attract whatever preferential treatment those agreements provide. That is a commercial fact, not a defect, and it is one of the reasons a Moroccan buyer weighs a European trailer delivery against an ocean parcel. Never state a false origin. The certificate of origin must describe the goods truthfully and be issued by the competent chamber of commerce in the country of supply, and any legalisation, attestation or electronic equivalent required must be confirmed with the broker rather than copied from how a previous shipment was handled. No duty rates, preference margins or tariff treatments are stated anywhere on this page.

The exchange-control layer, which most market pages do not have to mention

This is the Moroccan mechanism a first-time exporter is most likely to be surprised by. Morocco operates a foreign exchange regime administered by the Office des Changes, under which import transactions are documented and settled through an authorised bank. In practice an import is normally supported by an import undertaking or import title registered with a bank, referenced against the commercial contract or pro forma invoice, and the payment for the goods is executed against that file and against the customs and transport evidence that the goods actually arrived.

The structural consequences for a seller are worth understanding even though the detail belongs to the buyer’s bank and to a Moroccan adviser:

• The commercial documents are needed early and they must be internally consistent. The description, quantity, value and terms on the pro forma feed the bank file, and a later invoice that does not match it creates a reconciliation problem on the payment side rather than merely a customs one.
• Amendments cost time. A change of quantity, packing, delivery term or shipment period after the file has been opened is an amendment to be processed, not a phone call, and it can move a payment date.
• The delivery term interacts with the file. Freight and insurance treatment differ between an FOB, a CFR and a CIF structure, and the term should be settled before the file is opened rather than adjusted afterwards.
• Nothing here is exchange-control advice. The current form of the regime, the instruments in use, the deadlines and the exemptions must be confirmed by the buyer with their bank and by both parties with advisers accountable for the opinion. No limits, periods or thresholds are stated on this page.

Payment structures, and the transport document that supports them

Where the transaction is on a documentary credit, one Moroccan point deserves emphasis because of the ferry link across the Strait. A bill of lading is a negotiable document of title a bank can hold security against. A road consignment note is not. It is a receipt and evidence of the contract of carriage, and a credit drafted around a marine bill of lading cannot be satisfied by one. If any part of the movement is a roll-on roll-off or overland leg, settle the transport document with the bank before the credit is opened, not after the goods are loaded.

Insurance, and the gap after the port

Two points are worth stating carefully. First, a marine cargo policy that ends at the port does not cover an inland leg of several hundred kilometres, and on a delivery to Ouarzazate, Errachidia, Oujda or the far south that leg is a substantial part of the journey and includes mountain roads in winter. Inland transit cover has to be arranged deliberately. Carrier liability under a road carriage arrangement is limited and calculated by weight; it is not cargo insurance and it will not make a buyer whole on a full load. Second, the delivery term and the insurance arrangement have to be chosen together rather than in sequence, and Morocco makes that harder than a single-mode market does. CIF is the rule under which the seller procures cover for a sea movement, and a buyer who intends to place cover at home should be contracting on CFR or FOB instead — but neither of those rules has any meaning for the roll-on roll-off trailer leg across the Strait that is a Moroccan buyer’s realistic alternative, where the any-mode rule CIP is the one that carries a seller-procured cover obligation. Decide first whether the movement is a sea arrival at Casablanca, Agadir, Tanger Med or Nador or a road movement on a ferry, then pick the rule, then place the cover. Confirm the position with your insurance broker before the delivery term is agreed.

Other authorities a buyer may encounter

Ports are administered under the Agence Nationale des Ports, with the complex at the Strait under its own port authority. Environmental and industrial-installation controls on the storage and handling of petroleum products sit with the ministries responsible for the environment and for energy and their regional services, and health and safety at work with the labour administration. Whether any licensing, permitting, classified-installation or notification obligation attaches to the import, storage or handling of bitumen as a petroleum product, and to whom it attaches, is a question for a Moroccan legal adviser and a licensed customs broker. This page states no position on it, and nothing here is legal, customs, regulatory, exchange-control, insurance or compliance advice.