- •Safety and protection of the atmosphere
- •Statutory environmental performance
- •Indicators of reliability
- •Operational parameters
- •Supplying aggregate
- •The inclined conveyor
- •Drying aggregate
- •Gas cleaning equipment
- •The mixing aggregate
- •Aggregate of ready mix
- •Aggregate of mineral powder
- •The coolant pump station
- •Bitumen heater
- •Operator’s cabin
- •List of measuring instruments used for monitoring compliance with the production of technological modes
- •Supplying aggregate; 2- a cold bucket elevator; 3- dedusting aggregate; 4- drying barrel; 5- a hot bucket elevator
- •Description of technological process The technological process of production
- •The scheme of the input quality control at work
- •Scheme operational laboratory quality control at work
- •Scheme of operational control over the observance of technological modes at work
- •The scheme of acceptance of laboratory control at work
- •Environmental protection.
Scheme operational laboratory quality control at work
hot asphalt concrete mix
(product name)
table 1.2
№
|
Name of technological operations (material) |
Name of the controlled parameters and their normable value |
Normative documents for materials that establishes the value of quality characteristics |
Normative documents on test methods |
* Control method, location of sampling |
Tools for testing |
Units that carry out control measures |
The volume of the control sampling and frequency of tests |
Name of executive documentation, in which is recorded result the control |
Official who responsible for supervising the activities assigned to the unit in accordance with 8 column in the table |
notes |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
Selection of a mixture |
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1 |
Granulometric composition |
|
|
|
|
|
|
|
|
|
|
|
|
The grain size in mm: coarse-grained. up to 40 fine-grained. up to 20 |
State Standard 9128-2009. Point 4,3. |
State Standard 8269-97 for gravel State Standard 12801-98 State Standard 22245-90 |
operation. Laboratory, ABZ, the laboratory |
set of sieves scales |
plant laboratory |
20 kg. on admission new batch of material. 1 time in 10 shifts |
recipe |
Head of the laboratory and a leading expert |
|
|
|
Number of crushed stone (gravel) for the type B-% to 40% sv.30..
|
State Standard 9128-2009.Point 4.5. |
State Standard 8269-97 |
operation. Laboratory, ABZ, the laboratory |
set of sieves scales |
plant laboratory |
20 kg. on admission new batch of material. 1 time in 10 shifts |
recipe |
Head of the laboratory and a leading expert |
|
2 |
Penetration of bitumen |
|
|
|
|
|
|
|
|
|
|
|
|
brands of bitumen hot mixture BND 60/90 - 61-90. |
State Standard 22245-90 |
State Standard 11501-78 (method for determining the depth of penetration of the needle) |
operation. Laboratory, ABZ, the laboratory |
Penetrometer |
plant laboratory |
0,5 kg daily |
Bitumen test log |
Head of the laboratory and a leading expert |
|
3 |
Softening point of bitumen by the RuNO |
|
|
|
|
|
|
|
|
|
|
|
|
BND 60/90 not less than 470C |
State Standard 22245-90 |
State Standard 11506-73 |
operation. Laboratory, ABZ, the laboratory |
RuNO Device |
plant laboratory |
0,5 kg daily |
Bitumen test log |
Head of the laboratory and a leading expert |
|
Preparation of asphalt mix |
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4 |
water saturation of asphalt concrete |
|
|
|
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|
|
|
|
|
|
for hot type "B" -1,5-4,0. |
State Standard 9128-2009.Table 5. |
State Standard 12801-98 |
operation. Laboratory, ABZ, the laboratory |
Vacuum. device, technical scales |
plant laboratory |
0,5 kg daily |
Asphalt mix test log |
Head of the laboratory and a leading expert |
|
5 |
Compressive strength kg./sm2 |
|
|
|
|
|
|
|
|
|
|
|
|
for a / c mixture of type B Mark III: a) at 200 C is not less than 2.0. |
State Standard 9128-2009. Table 4. |
State Standard 12801-98 |
operation. Laboratory, ABZ, the laboratory |
press |
plant laboratory |
20 kg. daily at least 1 time per shift when the raw material at least 1 time in 6 months |
Asphalt mix test log |
Head of the laboratory and a leading expert |
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|
|
b) at 500 C is not less than 1.2. |
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|
c) 00С not more than 13 |
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6 |
Water resistance (factor) |
For a / c mixture of mark III of all types the density - not less than 0.70. |
State Standard 9128-2009. Table 4. |
State Standard 12801-98 |
operation. Laboratory, ABZ, the laboratory |
technical scale, a set of laboratory equipment |
plant laboratory |
Every day at least 1 time per shift |
Asphalt mix test log |
Head of the laboratory and a leading expert |
|
7 |
Granulometric composition of mineral materials according to recipe (dry Mix) |
State Standard 9128-2009. Table 3. type B (continuous grain structure). |
State Standard 12801-98 |
operation. laboratory, from the mixer |
scales, a set of sieves. |
ABZ laboratory |
20 kg., At least 3-4 times a shift and when the prescription |
Asphalt mix test log |
Head of the laboratory and a leading expert |
|