The quality class of a Chinese paving grade is not decided by penetration, softening point, flash point or solubility. It is decided by wax content, ductility at 10 °C, penetration index and the requirements on the residue after film oven ageing. Set that list against a D946 certificate and every single entry is either absent or measured differently. That is why the honest answer to a class question is not probably A级 or at least B级. It is that the class has not been determined, and cannot be, until three or four tests are run.
What the class then means — a permission tied to the highway class and the pavement layer rather than a marketing tier — is set out on the A级、B级、C级 page, together with the layer-by-layer matrix. Below is only the part that concerns somebody converting an ASTM file.
15 °C 与 10 °C 延度 · The two ductility results you do not have
Your certificate reports ductility at 25 °C, because that is the temperature ASTM D946 specifies, and it very probably reports a comfortable 100 cm or more. JTG F40 asks for 100 cm at 15 °C, and then asks again at 10 °C against a limit that tightens by class.
Why a 25 °C result cannot stand in for a 15 °C one is explained on the 70# page and is not argued again here. What matters on the exporter's side of the transaction is narrower and entirely practical: the substitution is not available to you, no correlation factor will be accepted in its place, and the only way to find out where your material stands is to buy the test.
Two things follow for anybody placing that order. The first is to order both temperatures in the same instruction. They run on the same apparatus, the marginal cost of the second determination is small against the first, and a seller who orders only 15 °C because that is the line with a fixed limit will be back at the same laboratory a fortnight later when the buyer names a class. The second is that the 10 °C order cannot be placed at all until two facts arrive from the buyer. Its limit moves with the quality class and with the climate zone assigned to the project, so a laboratory instructed to test 10 °C ductility for 70# can produce a number but cannot produce a pass or a fail. The zone is a three-part code (气候分区) belonging to the project location, and how it is read is set out on the climate zone page. In practice this is the line that decides how the enquiry is handled: an enquiry that arrives with the class and the code attached can be converted into a test order the same day, and one that arrives without them cannot be, whatever the seller is willing to spend.
针入度指数 · The calculation that has to be done the right way
The penetration index bounds temperature susceptibility in both directions, and the window JTG F40 sets at A级 is -1.5 to +1.0. Because the index is one of the properties the class table separates on, that window is not the one every class is judged against; it is relaxed below A级. Read the row for the class you intend to quote out of the edition of the specification cited in the project documents rather than treating a single window as covering the grade. The more common error is upstream of that: PI is a calculated quantity, not a measured one, and exporters go wrong on how it is calculated.
The Chinese route obtains PI by linear regression of the logarithm of penetration against temperature, using penetration measured at several temperatures — 15 °C, 25 °C and 30 °C, with a further point added where the fit requires it — and it sets a minimum quality on that regression, so three loosely scattered results do not produce a usable index. That means real laboratory work: additional T 0604 determinations at temperatures nobody has ever asked your refinery for.
There is a second, older route that derives a penetration index from penetration and ring-and-ball softening point. It is a different calculation producing a different quantity, and it is attractive because both inputs are already on your certificate. Reporting a number obtained that way under the same three letters, against a specification that calls for the regression, produces a figure that looks correct and did not come from the required procedure. An acceptance laboratory recalculating from its own penetrations will find the discrepancy quickly, and the discussion that follows will be about the certificate rather than about the binder.
老化后残留 · The one ageing property you have, measured another way
ASTM D946 does control ageing: it sets a retained penetration floor after the thin film oven test to ASTM D1754. So this is the one class-determining area where a D946 file is not simply blank. It is still not transferable. JTG F40 works from T 0610 (rolling thin film oven) or T 0609 (thin film oven), holds mass change within ±0.8 %, requires a retained penetration ratio of at least 61 % for 70# A级, and adds a residue ductility line that tightens by class and zone. Different ageing procedure, different limits, and an extra property on top. A retained penetration figure from a D1754 run is evidence that the binder ages reasonably; it is not evidence of a Chinese pass, and the contract has to name which ageing regime the limits refer to.
What this adds up to
Four class-determining property groups, four gaps. A 60/70 exporter is not one test away from a class claim; he is a small test programme away from knowing which class is even available to him. That programme is cheap relative to a cargo and it is the subject of the next section.