In the case of light viewer access and heavy stage road requirements, the activity leasing company ' s allocation of different thickness pavements is judged by the full operating cycle. The effects of vehicular entry, low-speed rotation, parking, handling and off-site are different, and a single specification may be overconfigured or unable to cover heavy loads is often apparent only at one point. It would be more reliable to record the timing and movements of anomalies before choosing the pavement or leg pads, as opposed to a space-only offer.
The “Scene-Equipment-Product-Occupation” cores can be used: the site and equipment column records the project area, vehicle data, inventory specifications, turnaround cycle, loss rate, transport and destination port, the product column specifies the size and connection, and the operating column contains a layered product mix by vehicle, ground and frequency of use. Any one still relies on speculation and may cause the single specification to be overconfigured or unable to cover the heavy load at the peak of activity.
Figure: Light viewer access side by side with heavy stage road requirements
The installation should leave measurement and photographic evidence. First, ground leveling and drainage are identified, and then full contact, connection, edge and transition of the pavement with the leg mat is checked. Leases and procurement offers must be based on the same working conditions and full cost boundary. Any situation requiring forced re-evaluation of holes, temporary advances or piles should be returned to the head of the technology.
Inspections should not only be “normal”, but should be identified on a case-by-case basis around utilization, maintenance, missing, container loads, packaging and arrival, with anomalies classified as observation, restriction and decommissioning. Repeated single specifications in the same area may be overconfigured or unable to cover heavy loads, requiring a return to drainage, grass-roots, transportation or re-analysing of specifications rather than constantly replacing surface components.
For repeated events, annual baselines could be used for each square metre of construction hours, vehicle cycle, cleaning time and damage rate. As a result, the next offer and inventory planning will no longer rely on experience and it will be easier to identify trends in a single specification that may be over-configured or unable to cover heavy loads.
If the conditions on the ground are different from the assumptions in this paper, the application of the conclusions should be suspended and reassessed. Stations for suspension, temporary parking, viewer access and rainy operations are subject to local rules, equipment manuals and statutory requirements. The supplier can assist in matching the product, but the final placement and release is approved by the responsible party for the project.
Need for further evaluation of the actual project?
Applications, sizes, quantities, site photographs or drawings and delivery destinations are sent, on which we can identify more suitable products and processing programmes.
