Table 1 Aggregate volume requirements:
project
|
unit
|
index
|
experiment method
|
Water content, not more than
|
%
|
4
|
T0305
|
Super particle size (greater than 31.5mm) content, not more than
|
%
|
15
|
T0312
|
Variability of the passing rate of each mesh
|
0.075
|
%
|
2
|
T0301orT0327
|
0.6
|
%
|
5
|
4.75
|
%
|
7
|
26.5
|
%
|
10
|
② Technical index of emulsified asphalt
Normally, slow-crack cationic emulsified asphalt should be used for cold mixing in factory. The emulsified asphalt should meet the quality requirements of the following table, and at the same time, the matrix asphalt should be determined according to the highway grade, climatic conditions, traffic conditions, pavement type and the position and stress characteristics of the structural layer, construction method, local use experience, etc Technical performance indicators.
Table 2 Technical index of emulsified asphalt:
Pilot projects
|
unit
|
skills requirement
|
experiment method
|
Breaking speed
|
|
Slow crack
|
T0658
|
Particle charge
|
|
Cation (+)
|
T0653
|
Residue on sieve (1.18 sieve)
|
%
|
≤0.1
|
T0652
|
Viscosity
|
Engra viscometerEDS
|
|
2~30
|
T0622
|
25oC Sapot Viscosity VS
|
S
|
7~100
|
T0621
|
Evaporation residue properties
|
Residual content
|
%
|
≥62
|
T0651
|
Solubility
|
%
|
≥97.5
|
T0607
|
Penetration (25oC)
|
0.1mm
|
45~150
|
T0604
|
Ductility (15oC)
|
cm
|
≥40
|
T0605
|
Mixing test with coarse and fine aggregate
|
|
Uniform
|
T0559
|
Storage stability
|
1d
|
%
|
≤1
|
T0655
|
3d
|
%
|
≤5
|
③Cement
The initial setting time of cement should be above 3h, and the final setting time should be above 6h. Quick-hardening cement and early-strength cement should not be used. Cement should be loose, dry, free of agglomeration, agglomeration, and deteriorated by moisture. The cement strength grade can be 32.5 or 42.5. Other quality and technical indicators of cement should also meet the requirements of "Technical Specifications for Highway Cement Concrete Pavement Construction" (JTG F30).
④Water
It should be clean and free of organic impurities and other impurities.
3. Main equipment
The equipment used in the plant's cold recycling mainly includes: milling machine, recycled mixture mixing station, transport vehicle, paver, steel roller, rubber roller, etc.
4. Construction process

5. Scope of application
This process is suitable for the lower layer and the base layer and the base layer of the asphalt pavement of the expressway and the first and second highways, and the surface layer of the asphalt pavement of the third and fourth highways. When used in the surface layer of Grade 3 and 4 highways, the slurry seal layer, gravel seal layer, micro surface area, etc. should be used as the surface wear layer.