Origin Standard

NB/SH/T 0740-2025 Polymer Modified Asphalt Separation Test Method

AI-translated method card — human verification pending. This is not an official translation of the standard. Unclear source values remain unverified; check the original standard and product certificate before use.

Card type: Test method

1. Method number / full title / English name / replacement relationship

2. Scope of application and non-applicability

3. Method principle

Inject a certain amount of modified asphalt sample into an aluminum tube of specified capacity and dimensions, place the aluminum tube containing the sample vertically at the specified temperature for a period of time, take out the aluminum tube and place it vertically in a freezer for a period of time, then simultaneously determine the softening points of the specimens in the upper and lower sections of the aluminum tube in the same softening point apparatus, and calculate and report the separation softening point difference.

4. Reagents and materials (purity / preparation)

5. Apparatus and equipment

6. Recommended operating conditions

7. Sampling and specimen preparation

8. Analytical procedure

9. Qualitative and quantitative determination and calculation formula

The softening point difference of the specimen is calculated according to formula (1):

ΔSP = SPupper − SPlower (1)

Where:

The calculated difference between the upper and lower softening points is taken as the separation test result of the sample, recorded as the separation softening point difference.

10. Precision

9.1 Repeatability precision: in the same laboratory, by the same operator using the same equipment, according to the same test method, and within a short time interval, independent tests on the same test material are carried out; the absolute value of the difference between two test results shall not exceed the repeatability precision requirement in Table 1. 9.2 Reproducibility precision: in different laboratories, by different operators using different equipment, according to the same test method, independent tests on the same test material are carried out; the absolute value of the difference between two test results shall not exceed the reproducibility precision requirement in Table 1.

Table 1 Precision requirements

Absolute value range of separation softening point difference Repeatability precision Reproducibility precision
0 °C~2.5 °C 1.9 °C 4.0 °C
2.5 °C~5 °C 3.4 °C 7.5 °C
5 °C~10 °C 6.0 °C 14.0 °C

Note: The precision of this document was determined by testing elastomer polymer, waste rubber powder, and modified asphalt prepared with the above two modifiers as the main modifiers.

9.3 Bias: In this test method there is no standard material used to determine standard deviation, so this document does not state a standard deviation.

11. Report

Report the softening points of the original sample and the upper and lower section specimens after the separation test, and the separation softening point difference of the sample.

12. Referenced documents

13. Source and verification

This page is an AI translation of the available Chinese method card. Human verification is pending. It is not an official translation of the standard. Check the source standard and product certificate before use.

14. Quick reference Q&A

Question Key points of answer
What are the method number and title of this standard? NB/SH/T 0740—2025 Polymer Modified Asphalt Separation Test Method.
Which version does it replace? Replaces SH/T 0740—2003.
What is the stability index? It is expressed as the difference in softening point between the upper and lower sections of modified asphalt in the storage aluminum tube.
Default storage conditions? 163 °C±5 °C, 48 h±1 h (unless otherwise specified).
Which modified asphalts is it applicable to? Polymer, waste rubber powder, and modified asphalt prepared with the above two types of modifiers as the main modifiers.
Which are not applicable? Modified asphalt blended by solvent method and emulsion method.
Aluminum tube dimensions? Diameter 25.0 mm±0.5 mm, height 140 mm±0.5 mm.
Sample amount? Inject 50 g±0.5 g into each aluminum tube.
Freezing conditions? -10 °C±10 °C, stand vertically and statically for 4 h±0.5 h until completely solidified.
Sample melting conditions? Melt in an oven at 163 °C±5 °C until sufficiently fluid; heating time should not exceed 30 min.
Basis for softening point determination? According to GB/T 4507, ring-and-ball method.
How to choose the heating medium? For higher softening point not exceeding 84.5 °C, use water; if exceeding 84.5 °C, use glycerol.
Calculation formula? ΔSP = SP upper − SP lower, accurate to 0.1 °C.
Report content? Softening points of the original sample and the upper and lower sections after the segregation test, and the segregation softening point difference.
How many precision levels? Divided by the absolute value of the segregation softening point difference into three levels: 0 °C–2.5 °C, 2.5 °C–5 °C, 5 °C~10 °C.
Is there a bias statement? No, because there is no standard material used in this test method to determine standard deviation.
Sampling basis? GB/T 11147 asphalt sampling method.

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Source and review status

This translation has not received a complete independent technical review. Missing sections and unclear source values remain identified above.