At Coolak, we believe that successful transactions are built on trust, transparency, and informed decision-making. This belief is reflected in several principles that guide our work: Transparency throughout the commercial process Careful verification before presenting opportunities Risk reduction before problems arise Practical and executable transaction structures Long-term business relationships rather than short-term gains These principles are not marketing statements. They are the standards by which we evaluate our own decisions.

Iran Bitumen Supplier: Grades, Standards and Export Buyer’s Guide

    An Iran bitumen supplier should not be assessed by price and grade name alone. Labels such as 60/70, 80/100, 85/100, VG30 and PG 64-22 belong to different grading systems. Without a governing standard, test limits, intended application and sampling procedure, a buyer, seller and laboratory may interpret the same inquiry differently.

    Before comparing quotations, buyers should define the grade, specification, quantity, packing, port, Incoterm, cargo documents, inspection scope and non-conformity procedure. Grade selection also requires more than a general description of the destination as hot or cold. Pavement temperature, traffic loading, aggregate properties, mix design and the project authority’s requirements affect the final decision.

    Coolak International Group was founded in 2017 on the belief that successful trade is often decided before a contract is signed. Better information and a practical transaction structure help buyers identify technical, logistics and contractual risks before accepting an offer.

    Key Takeaways:

    • State the grade together with the governing standard and numerical test limits.

    • ASTM, EN, VG and PG are separate grading systems.

    • Do not assume that 80/100 and 85/100 are equivalent.

    • A COA, an SDS and a third-party inspection report serve different purposes.

    • Packing must fit the grade, route and destination handling facilities.

    • Climate tables support initial screening but do not replace engineering design.

    What Should a Buyer Define Before Ordering Iranian Bitumen?

    A workable purchase inquiry should define the product in technical and commercial terms. Phrases such as “export-quality bitumen” or “standard bitumen” do not provide enough information for an accurate offer.

    A complete request should cover:

    Subject

    Required information

    Product type

    Penetration, VG, oxidized, emulsion, cutback or PG

    Grade

    For example, 60/70, 85/100, VG30 or 90/15

    Standard

    ASTM, EN, IS, AASHTO or a project specification

    Application

    Hot-mix asphalt, paving, runway, waterproofing or emulsion production

    Quantity

    Total volume, shipment lots and weight tolerance

    Packing

    Steel drums, bulk, big bags or a specialized tank

    Destination

    Country, port and discharge or heating facilities

    Delivery

    FCA, FOB, CFR, CIF or another rule

    Inspection

    Sampling method, laboratory and inspection scope

    Documents

    COA, SDS, invoice, packing list, certificate of origin and transport documents

    Payment

    Method, timing and documentary requirements

    Buyers can review the Iranian bitumen product page and the road and industrial bitumen category before submitting an inquiry. Coolak’s petrochemical export guide provides additional context on trading petroleum-derived products.

    Iran Bitumen Grades and Classification Systems

    Bitumen does not have one universal grading system. A product may be classified by penetration, viscosity, expected performance at design temperatures or oxidized-bitumen properties.

    Penetration, viscosity and oxidized bitumen samples in a quality-control laboratory

    Penetration Grade Bitumen

    Penetration grading measures how far a standard needle enters a prepared bitumen sample under defined conditions. Results are commonly reported in tenths of a millimetre, or dmm.

    A lower penetration range normally indicates a harder binder, while a higher range indicates a softer binder. Penetration is only one quality parameter. Softening point, viscosity, ductility, flash point and ageing behaviour may also form part of the contract specification.

    How Is a Penetration Grade Number Read?

    For 60/70 bitumen, the penetration result should fall within the stated range. The grade name alone does not describe every performance property.

    Two binders with similar penetration values may differ in softening point, temperature sensitivity or behaviour after ageing. Buyers should therefore review the complete property table.

    How Should a Buyer Read a COA?

    Begin with three items:

    1. the governing standard and test method;

    2. the agreed minimum or maximum limits;

    3. the result recorded for the batch or cargo.

    When the contract requires several properties, the COA should report those same properties. A penetration result alone does not establish full conformity.

    Sampling and Cargo Acceptance

    The contract should identify when and where sampling takes place. Refinery, storage-tank, drum-filling and port samples may be collected at different stages.

    The parties should agree on sample quantity, sealing, retained samples, the controlling laboratory and the retest procedure. Missing sampling rules can make a quality claim difficult to resolve.

    ASTM Penetration Grades

    ASTM D946/D946M defines penetration grades such as:

    • 40/50

    • 60/70

    • 85/100

    • 120/150

    • 200/300

    ASTM D5/D5M defines the penetration test method, while ASTM D946/D946M covers the product specification and grading limits.

    Grade

    Initial interpretation

    Buyer’s control point

    40/50

    Harder than 60/70

    Confirm mix design and construction temperature

    60/70

    Intermediate grade used in many paving projects

    Review softening point and ageing results

    85/100

    Softer than 60/70

    Do not treat it as identical to 80/100 without a technical comparison

    Grades Under EN 12591

    EN 12591 uses designations such as 40/60, 50/70 and 70/100. An EN grade should not be replaced directly by an ASTM grade.

    ASTM 60/70 and EN 50/70 share one number but do not represent the same full specification. Their property limits and test methods need separate review.

    Viscosity Grades

    Under IS 73, paving bitumen is classified as:

    • VG10

    • VG20

    • VG30

    • VG40

    This system places greater emphasis on viscosity at specified temperatures.

    Grade

    Initial screening direction

    Required verification

    VG10

    Lower viscosity in the VG family

    Application and construction method

    VG20

    Intermediate grade

    Destination standard and climate

    VG30

    Common in many asphalt projects

    Mix design and traffic loading

    VG40

    Higher viscosity

    Pumping, mixing and compaction temperatures

    The project authority’s specification should control the final choice.

    Oxidized or Blown Bitumen

    Oxidized bitumen is produced by passing controlled air through bitumen feedstock at elevated temperature. The process raises the softening point and changes the product for waterproofing membranes, roofing, coatings and selected industrial uses.

    Commercial names such as 85/25, 90/15 and 95/25 are common. Their meaning should be checked against the producer’s technical data and the contract specification.

    Oxidized-grade names should not be interpreted in the same way as paving-grade 60/70.

    Bitumen Emulsion

    Bitumen emulsion contains bitumen particles dispersed in water with an emulsifying agent. The buyer should define electrical charge, breaking rate, residual bitumen and intended application.

    Names such as CRS, CMS and CSS refer to different cationic emulsion families. Selection depends on the road operation and construction conditions.

    Cutback Bitumen

    Cutback bitumen contains a petroleum solvent that reduces viscosity for application. A request should define the RC or MC family, viscosity limits, flash point, residue properties and destination requirements.

    Performance Grade Bitumen

    The Performance Grade system classifies binder according to expected high- and low-temperature pavement behaviour.

    For a grade such as PG 64-22:

    • the first number relates to the high design temperature;

    • the second number relates to the low design temperature.

    PG selection depends on pavement temperature, rutting risk, low-temperature cracking, axle loading and traffic speed. When project documents require AASHTO M320 or M332, replacing the requirement with “60/70 bitumen” without engineer approval creates a specification gap.

    60/70 vs 80/100 vs 85/100 Bitumen

    Under comparable test conditions, 60/70 has lower penetration and is harder than 85/100. This difference may affect mixing temperature, compaction, deformation resistance and low-temperature behaviour.

    Final asphalt performance also depends on aggregate, gradation, binder content, additives, layer thickness and construction quality.

    The designation 80/100 appears in some commercial offers, but it should not be treated as automatically equivalent to 85/100.

    • ASTM D946 defines 85/100.

    • EN 12591 uses grades such as 70/100.

    • 80/100 may refer to a commercial range or a market-specific specification.

    A more precise inquiry would state:

    Please offer penetration-grade bitumen within the required penetration range and specify the governing standard, softening-point limits, ductility, flash point, ageing requirements and test methods.

    The formal offer should identify the governing standard and the test limits that the product meets.

    Standards, Tests and Cargo Documents

    A product standard should connect the grade name to an acceptance table, test methods and a procedure for handling non-conformity. Writing “ASTM quality” without a standard number and numerical limits is not sufficient.

    Document or control

    Purpose

    Contract specification

    Defines binding product limits

    COA

    Records batch or cargo test results

    SDS

    Provides safety, handling and emergency information

    Inspection report

    Records a third party’s findings

    Certificate of origin

    States origin through the applicable formal process

    Packing list

    Lists units and packing weights

    Bill of lading

    Records principal transport information

    Weight certificate

    Confirms weight under the agreed method

    Common Bitumen Tests

    Depending on the grade and standard, the specification may include:

    • penetration at 25°C;

    • ring-and-ball softening point;

    • viscosity at specified temperatures;

    • ductility;

    • flash point;

    • solubility;

    • change in mass after heating;

    • retained penetration after ageing;

    • increase in softening point after ageing;

    • density or specific gravity where required.

    Buyers should not combine limits from one standard with unrelated test conditions from another unless the project specification clearly requires that combination.

    What Does a COA Prove?

    A COA reports test results for a sample attributed to a batch or shipment. It does not by itself prove that:

    • an independent inspector collected the sample;

    • every part of the cargo matches the sample;

    • weight, origin or packing were verified;

    • every contract obligation was completed.

    Sensitive orders may require an agreed sampling protocol, retained samples and a controlling laboratory.

    COA, SDS and Third-Party Inspection

    A COA reports quality results. An SDS addresses hazards, storage, handling and emergency measures.

    Companies such as SGS, Intertek or Bureau Veritas may conduct third-party inspection, but the inspection company’s name does not replace the product standard.

    The agreed inspection scope may include:

    • sampling;

    • laboratory testing;

    • weight checks;

    • drum counting;

    • visual-condition checks;

    • loading supervision.

    Export Bitumen Packing

    Packing should suit the grade, shipment quantity, route, port limits and the buyer’s destination facilities.

    New steel bitumen drums arranged inside a container during cargo inspection

    Steel Drums

    New steel drums with a nominal content of approximately 180 kg are a common export packing option.

    Before contracting, define:

    • target net content and tolerance;

    • new or reconditioned condition;

    • steel construction and thickness;

    • closure and sealing method;

    • batch identification;

    • drum count per container;

    • net and gross shipment weight;

    • procedures for leakage, damage or short weight.

    The 180 kg figure is nominal. The actual quantity and tolerance should appear in the contract or packing list.

    Bulk Bitumen

    Bulk shipment suits cargoes where origin and destination have compatible heated tanks, pumps, transfer lines and discharge equipment.

    The contract should address:

    • loading temperature;

    • permitted product-temperature range;

    • destination tank readiness;

    • discharge rate;

    • allowed operating time;

    • delay and vessel waiting responsibility;

    • quantity-measurement method.

    Poor temperature control or delay can make pumping and discharge more difficult.

    Big Bags

    Big bags may suit selected grades and routes, but they are not suitable for every order.

    The liner, unit weight, filling method, storage conditions, transit time, container arrangement and destination melting or discharge equipment need review.

    Availability should be confirmed for the specific shipment.

    Specialized Tanks

    Heated tank-container systems may provide an alternative between bulk shipment and drums.

    The parties should define capacity, heating method, discharge time, rental charges, return route, cleaning and damage responsibility.

    Buyers should describe their operating needs rather than limit the request to one equipment brand.

    FOB, FCA, CFR and CIF Terms

    The phrase FOB Bandar Abbas becomes precise when the port, cargo type, delivery point and Incoterms edition are stated:

    FOB Bandar Abbas Port, Incoterms® 2020

    Under FOB, the seller delivers the goods on board the vessel nominated by the buyer. Risk transfers after the cargo is placed on board.

    FOB is designed for maritime transport. When drums in a container are handed to a carrier or terminal before vessel loading, FCA may define the delivery point more accurately.

    Transport form

    Rule to examine

    Reason

    Bulk bitumen loaded directly on a vessel

    FOB, CFR or CIF

    On-board delivery can be identified

    Drums in containers

    FCA, CPT or CIP

    Carrier handover occurs before vessel loading

    Road or multimodal transport

    FCA, CPT or CIP

    FOB applies only to maritime transport

    Under CFR, the seller pays freight to the destination port, but risk transfers at origin after on-board delivery.

    Under CIF, the seller also arranges the required marine insurance, while risk still transfers at origin.

    Read Coolak’s Incoterms 2020 guide for a fuller comparison.

    Selecting the Loading Port

    Depending on the grade, quantity, packing and shipment plan, loading from Bandar Abbas, Bandar Imam Khomeini or Chabahar may be considered.

    Port selection can depend on:

    • access to the product;

    • tank or drum-filling facilities;

    • vessel or container schedules;

    • inland transport costs;

    • terminal and weight restrictions;

    • loading equipment;

    • cargo-preparation time.

    The final port, delivery point and Incoterm should appear in the formal offer and contract.

    How to Select a Grade for Climate and Project Use

    No general table can select the final grade from “hot climate” or “cold climate” alone.

    The following table supports initial screening:

    Project condition

    Initial direction to examine

    Risk of a simple choice

    Required action

    High pavement temperature and heavy loading

    Harder binder, higher VG or suitable PG

    Low-temperature cracking or poor workability

    Review pavement temperature, traffic and mix design

    Moderate climate and general paving

    Intermediate grade such as 60/70 or VG30

    Assuming all sources perform identically

    Check COA and mixture tests

    Low-temperature cracking risk

    Softer binder or suitable low-temperature PG

    Reduced rutting resistance

    Balance high- and low-temperature performance

    Slow, heavy traffic

    Suitable PG or modified binder

    Permanent deformation

    Review axle loading and traffic speed

    Emulsion production

    Compatible base bitumen

    Poor breaking or storage stability

    Conduct compatibility testing

    Industrial waterproofing

    Oxidized grade with defined properties

    Using the wrong paving grade

    Match the downstream production specification

    Road engineer reviewing asphalt samples and bitumen grade data at a highway project

    Information Required from the Project Engineer

    Before selecting the grade, obtain answers to these questions:

    1. Which standard is mandatory?

    2. What are the high and low pavement design temperatures?

    3. How are traffic loading and speed classified?

    4. Which pavement layer will use the binder?

    5. What mixing and compaction temperatures apply?

    6. What aggregate and gradation will be used?

    7. Will RAP, polymer or another additive be included?

    8. Which mixture and acceptance tests are required?

    Iran Bitumen Export Buyer Checklist

    Product Specification

    • The bitumen type is identified.

    • The grade and governing standard are stated.

    • The standard edition or project specification is identified.

    • Numerical test limits are attached.

    • The final application is described.

    • Straight-run, oxidized or modified status is clear.

    Quantity and Packing

    • Total quantity and tolerance are defined.

    • Shipment lots and timing are stated.

    • Net and gross weights are separated.

    • Packing requirements are defined.

    • Leakage and damage procedures are agreed.

    • Destination discharge facilities are confirmed.

    Quality and Inspection

    • A representative COA has been reviewed.

    • Sampling time and location are defined.

    • Inspector and laboratory are agreed.

    • A retained sample will be kept.

    • Retest procedures are written.

    • Testing and inspection costs are allocated.

    Shipping and Delivery

    • The Incoterm matches the transport mode.

    • The named port or place is precise.

    • The Incoterms edition is stated.

    • Vessel or container booking responsibility is clear.

    • The loading or delivery window is defined.

    • Delay and waiting costs are addressed.

    Contract and Payment

    • Buyer and seller have been verified.

    • Bank details match the contractual party.

    • Payment is linked to defined stages and documents.

    • The technical specification forms part of the contract.

    • Quality and quantity claim procedures are included.

    • Governing law and dispute resolution are stated.

    • Force-majeure provisions have been reviewed.

    Submit a Clearer Iran Bitumen Request

    Coolak International Group reviews bitumen inquiries based on grade, standard, application, quantity, packing, destination and delivery terms.

    Submit the following through the Coolak contact page:

    • grade and standard;

    • technical specification or tender document;

    • quantity and shipment schedule;

    • packing requirement;

    • destination country and port;

    • requested Incoterm;

    • expected delivery period;

    • third-party inspection requirement;

    • proposed payment structure.

    For bulk orders, Coolak’s international trade contract services can address technical schedules, documentation, sampling, inspection, delivery, payment and non-conformity procedures.

    Price is only one part of a transaction. Responsibilities, documents, risk-transfer points and claim procedures should also be clear before contract signing.

    Secure Trade Begins with Better Decisions.

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    Contact our team for specifications, availability, and pricing details.

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    FAQ

    Bitumen 60/70 is a penetration-grade binder used in asphalt production and paving projects. Suitability should be confirmed against the project standard, climate, traffic, aggregate and mix design.
    Bitumen is the hydrocarbon binder. In road construction, asphalt usually means a mixture of aggregate, filler and bitumen. Some markets use “asphalt” for the binder itself, so contract definitions should be clear.
    No. Similar grade names do not establish full equivalence. The governing standard, penetration range and other test results need comparison.
    There is no single fixed MOQ for every order. The workable quantity depends on grade, packing, loading port, transport mode, supply planning and operational limits.
    A COA is essential for reviewing quality results, but it does not by itself verify origin, weight, packing condition or independent sampling. An order may also require an SDS, certificate of origin, weight report and third-party inspection.