Falsework. Add the following: “The Engineer’s review of falsework plans submitted by the Contractor shall not relieve the Contractor of its responsibility to provide for the safety and health of his employees, or to provide structurally sound, adequate falsework.”
Falsework. Working drawings for Falsework supporting a Bridge Superstructure shall be signed and sealed by a PE.
Falsework. The contractor shall be required to take special precaution and care to prevent any material from falling on the Railroad's right of way. The procedure for preventing material from falling, including need of and plans for temporary falsework, shall first be approved by the Railroad Engineer, but such approval shall not relieve the contractor from liability. Before submission of plans to the Railroad Engineer for approval, the Engineer will first review such plans.
Falsework. Erection over the Railroad’s right-of-way.
Falsework. A temporary framework used to support work while in the process of constructing permanent structural units. Federal Agencies or Officers. An agency or officer of the federal government and any agency or officer succeeding, in accordance with the law to the powers, duties, jurisdictions, and authority of the agency or officer mentioned. Fill Slope (See also Cut Slope). A surface plane formed during the construction of an Embankment above existing ground elevations that intersects with existing ground at its termini. Firm. A commercial partnership of two or more Persons formed for the purpose of transacting business. Flood Frequency. A statistical average recurrence interval of floods of a given magnitude. Formwork. A temporary structure or mold used to retain the plastic or fluid concrete in its designated shape until it hardens. Formwork shall be designed to resist the fluid pressure exerted by plastic concrete and additional fluid pressure generated by vibration and temporary construction loads. Frontage Street or Road. A local Street or Road auxiliary to and located on the side of a Highway for service to abutting property and adjacent areas and control of access. Gage. U.S. Standard Gage. Grade Separation. Any structure that provides a Traveled Way over or under another Traveled Way or over a body of water.
Falsework. A. Contractor shall be fully responsible for the proper strength, safety of the falsework, supports and bearing surfaces which are used in connection with the work. Falsework shall be designed to support imposed loads without deformation, deflection or settlement.
B. Wedges in pairs or jacks shall be used where required to maintain and/or adjust forms and formwork for beams, slabs and other parts of the structure at exact elevations. To ensure uniform bearing, single wedges are not permitted. Comply with requirements of ACI 347.
C. Vertical and lateral loads shall be carried to ground by falsework framing, or by the completed structure after it has attained the requisite strength. Falsework supports, when placed on ground, shall be protected against undermining or settlement.
Falsework. Based upon field observations, no problems with falsework are anticipated during the construction season. Due to the types of bridge alternatives recommended, the amount of falsework required for the construction will be a minimum. The existing truss demolition and new bridge construction will likely require gravel pads, falsework, and work trestles be constructed to dismantle and replace the existing bridge. The primary construction staging area to remove and replace the existing bridge will be along the south bank gravel bar. There will be access to this construction staging area from the downstream detour road and also from Xxxxxx Ridge Road along an upstream existing private access road.
Falsework. DocuSign Envelope ID: DE665F38-F863-42E5-BB29-D5B1B6902180 ubstructure and superstructure. Follow BNSF Guidelines
Falsework. The false work shall be properly designed and substantially constructed and maintained for the loads which will come upon it. The Contractor shall prepare and submit to the Engineer working drawings for falsework and working drawings for changes in any existing structure for maintaining traffic, in accordance with Clause 45 of Part G, Div. II, Vol. I.
Falsework. 1. In the erection of falsework, when necessary for the support of work under the Pile Driver’s classification, then such falsework shall fall within their classification.
2. Falsework necessary for the support of work under the xxxxxxxxx’x classification shall be done within such xxxxxxxxx’x classification, with the exception that where piledriving or power equipment is used for heavy timber falsework, then such work shall come under the Pile Driver’s classification. This would include all rigging, signaling, and tagging incidental to the placing of heavy timber.
3. Falsework necessary for the support of the decking of concrete or steel “bridge over water” shall come under the xxxxxxxxx’x classification. Falsework for such decking is under the xxxxxxxxx’x classification, except where piledriving or power equipment is used.
