THE EQUIPMENT NEED IT FOR THE USE OF THE ROCAMIX SYSTEM |
AVAREGE
WORKING TIME BY HOURS AND BY M2 |
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The system doesn’t need specials equipment or machinery for it use The classic equipment of a company that build roads or makes ground movements it will do enough for the use of the system. Every work must be done by the Rocamix Application Manual. DOCUMENTS >>ROCAMIX WORKING SITE MANUAL DOCUMENTATIONS >> |
MACHINES | WorkForce | ||
1 |
0.00075 | 0.00075 | ||
LEVELING – PREPARING – SCARIFICATION | ||||
WITH A MOTOR GRANDER+BACK SCRAPERS OR TRACTOR+GRAVE/DISCK | ||||
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1bis = When the soils not are conforming with the Theorem ROCAMIX 10+10+20 |
By type of soil |
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ADD a Xcm thick of Clay very moistened (as the result of the laboratory) placed on the same soil completely scarified | ||||
and AFTER , MIX with a TRACTOR + Crusher or crushing Rotavator | ||||
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2 |
0.00060 | 0.00060 | ||
DISTRIBUTE THE ROCAMIX LIQUID +WATER | ||||
TRANKER OR TRACTOR +TANK + DISTRIBUTION BAR | ||||
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3 |
0.00075 | 0.00075 | ||
DISTRIBUTE THE CEMENT OR QUICKLIME OR MIXING BOTH | ||||
TRUCK OR A SKID STEER LOADER | ||||
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4 |
0.00080 | 0.00080 | ||
THE ROCAMIX MIX +ADDITIVE WITH THE SOIL | ||||
WITH A GRANDER TRUCK+ GRAVES /DISCK | ||||
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5 |
0.00020 | 0.00020 | ||
LEVELING | ||||
WITH A GRANDER | ||||
6 |
0.00025 | 0.00025 | ||
COMPACTACTING | ||||
WITH COMPACTATOR- A 7 TONS VIBRATING MACHINERY | ||||
Total | Total | |||
AVERAGE TIME: for finish a work of 1000mlong X4 m wide = 1000x4 = 4000 m2 x 0.0035 = 13,4 h = 1,5 day |
0.00335 | 0.00335 |