This office lease clause states that the tenant shall have the right to have a trailer(s) parked at one (1) of the loading bays in the tenant's exclusive loading dock in connection with the conduct of the tenant's and its affiliate's business needs. The landlord of the traffic manager shall have the right to designate which loading bay in the tenant's exclusive loading dock shall be used for the parking of such trailer.
Rhode Island Use Clause for Common Loading Areas
Category:
State:
Multi-State
Control #:
US-OL9013
Format:
Word;
PDF
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How to fill out Use Clause For Common Loading Areas?
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FAQ
The Inventory rating level generally corresponds to the rating at the design level of reliability for new bridges in the AASHTO LRFD Bridge Design Specifications but reflects the existing bridge and material conditions considering deterioration and loss of section.
Although the LRFD specifications focus on the design of bridges, LRFR takes a parallel track aimed at determining the load ratings for inservice bridges.
The AASHTO Load Factor Rating (LFR) is the currently used method in bridge load rating. The Load and Resistance Factor Fating (LRFR) is a new guide manual adopted by the American Association of State Highway and Transportation Officials (AASHTO) in 2001 for condition evaluation of highway bridges.
Inventory Rating: The load level that can safely use an existing structure for an indefinite period of time. Operating Rating: The maximum permissible load level to which the structure may be subjected for the load configuration used in the rating.
Both ratings can be expressed in terms of gross vehicle weight and as a ratio of gross vehicle to legal weight, or rating factor. For example, for semi use, a county bridge may have an inventory level rating of 38 tons and an operating rating of 64 tons.
1) design-load rating (first level evaluation), 2) legal-load rating (second level evaluation), and 3) permit-load rating (third level evaluation).
