LOAD TESTING. LOAD TEST OF STRUCTURAL CONCRETE. 1 In case of doubts regarding grade of concrete used either due to poor workmanship or based on results of cube strength tests, the load testing of any part of the structure will have to be carried out by the Contractor at his own cost.
LOAD TESTING. The Engineer in charge is empowered to order load testing of the building or its component wherever there is a doubt about the workmanship or the safety of the bridge component or whenever there is a need to confirm the workmanship and the safety of the structure by carrying the load test. The load testing shall be carried out as per specifications B.R. 58 of the book of standard specifications published by B & C Department, Govt. of Maharashtra, with such specifications as ordered by Engineer in charge.
LOAD TESTING. The Engineer-in-charge is empowered to order load testing of the building, bridges or their component whenever there is a doubt about the workmanship or the safety of the building component or whenever there is a need to confirm the workmanship and the safety of the structure by carrying out load test. The load testing shall be carried out as per the specifications B.R. 58 of the book of standard specifications published by Govt. of Maharashtra P.W.D. with such specifications as ordered by Engineer-in-charge.
LOAD TESTING. The Contractor will increase the load on the Contractor’s System via automated tools as part of Performance Testing. The load is defined in terms of concurrent Users or HTTP connections and the associated traffic that can concurrently produce. Performance testing uses load testing techniques and tools for measurement and benchmarking purposes and uses various load levels. Load testing operates at a predefined load level, the highest load that the system can accept, while still functioning properly.
LOAD TESTING. Load and performance testing in the Supplier’s production environment done by the Customer is prohibited. Exceptions might be granted after special agreements with the Supplier in advance. Please apply for approval in good time before the test(s) will take place, and a minimum of 10 days. Not notifying the Supplier of such tests, might result in the temporary disabling of the Customer’s account.
LOAD TESTING. 2.7.1 After carrying out the annual servicing and maintenance of the crane and satisfactory completion of the written report, each crane shall be load tested in the presence of the Engineer-in-charge. Any test which is to be repeated as per instruction of the Engineer-in-charge shall be carried out by the contractor at no extra cost. Mobilization of dead weights for load testing from facility to facility will be at your scope.The department will supply the dead weights required for the load testing and trailers for transporting dead weights from facility to facility.
LOAD TESTING. 9.1. Load testing of the service must be authorized by SDG and may only be permitted during low use hours.
LOAD TESTING. A. The load carrying capacity and overall performance of micropiles, including creep behavior, shall be evaluated for acceptance using verification tests on sacrificial pre-production micropiles and proof tests on production micropiles, in accordance with the recommendations of FHWA-NHI-05-039.
LOAD TESTING a) Every crane shall be tested once in 12 months with a dummy load equal to the cranes rated capacity (SWL) at the time of annual maintenance.
LOAD TESTING. 2.7.1 After carrying out the annual servicing and maintenance of the crane and satisfactory completion of the written report, each crane shall be load tested to SWL in the presence of the concern user facility Engineer-in-charge and Divisional Safety Focal point following the checklist. Mobilization of dead weights for load testing from facility to facility will be at contractor scope. However, the department will play a prime responsibility on supply/arrange the dead weights required for the load testing and industrial heavy vehicles, dead weights/concrete blocks, forklift, hydra, scissor lift, height raisers, trucks/trailers, slings/belts etc. for transporting dead weights from facility to facility, yard to facility and arranging industrial vehicles by respective user facility as per checklist and contractor has to extend supporting works without extra cost. However, on non-availability of department vehicles contractor shall operate the separate clause for the arranging suitable industrial heavy vehicles for handling dummy loads from yard to respective facilities as per Annexure-C.2. ie., if department vehicle is not in position to make use due to various reasons, the hired vehicle by contractor to be put in operation to eliminate delay in work.
