Quality Requirements for Pervious Base and Gravel Base

I. Quality Requirements for Pervious Base

透水性基层

The quality requirements of the water-permeable base layer are as follows.

Appearance

a. The surface is flat, solid, tightly caulked, and there is no loose surface;

b. Rolling with 12t steel roller, the depth of wheel trace must not exceed 5mm;

c. There is no soft-slurry section.

2. The allowable deviations are shown in Table 1.

Permeable base quality tolerance table 1

project

Allowable deviation

Testing

Smoothness

10mm, no more than 5%

With 3m ruler with feeler gauge per 100m2

thickness

±10%

Every 500m2 point, using a ruler

width

Not less than design requirements

Use a ruler, one for every 50m

Cross slope

less than 1%

Level meter measuring 50m

Longitudinal slope

Less than 1/1000

Measuring with a water meter, measuring every 100m

compactness

≥93%

2 per game

Note: The standard mass density can be measured using Marshall Stabilizer or 30 MPa (300 kg/cm2) pressure forming method.

II. Quality requirements for gravel substrate

After the permeable gravel substrate has been roller compacted, the surface should be solid and smooth, and the caulking material must not float on the surface or accumulate to form a layer. After being rolled by a roller over 12t, the wheel track shall not be larger than 5mm, and the quality of the gravel bottom substrate See Table 2 for requirements.

Quality requirements for gravel substrate

project

Quality or tolerance

Test frequency

Testing method

range

Points

Compaction density

≥2.1t/m3

1000m2

1

Sand filling method

thickness

±10%

1000m2

1

Use steel ruler

Smoothness

≤10mm

300m2

1

3m ruler and feeler gauge

Elevation

±10%

300m2

1

The amount of water meter

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