Integral Abutments Sample Clauses

Integral Abutments. A. Integral abutments, including both fully integral and semi-integral abutments, shall not be used for bridges with the following conditions: 1. Thermal spans greater than 45 m for steel girder bridges, or greater than 60 m for concrete girder bridges, where the thermal span is the distance between the thermal fixity point and the centreline of the integral abutment piles. 2. Bridge abutments with a skew angle greater than 23 degrees. B. In addition to the requirements of Section 4-2. 2.1 [General] of this Schedule, integral abutments shall be designed to meet the following requirements: 1. The effects of skew and potential for twisting of the superstructure in plan and bi-axial bending of the piles shall be analyzed and accounted for. 2. The amount of Transportation Structure and earth that have to move with the abutment during thermal movement of the superstructure shall be minimized by limiting the abutment seat height above grade to not more than 1.5 m. Turned back wingwalls are required and shall be parallel to the approach fill and cantilevered off the back of the abutment. Such wingwalls shall not exceed 8 m in length measured from the back of the abutment seat/abutment diaphragm to the end of the wingwall. 3. Deck reinforcement shall be provided at the abutments to resist negative bending moments due to torsional restraints provided by the stiff abutment diaphragms and adjacent girders. 4. For fully integral abutments (monolithic connection between abutments and superstructure) the abutment foundation shall be a single row of steel H-piles. For thermal spans exceeding 22.5 m for steel girder bridges and 30 m for concrete girder bridges or when surrounding soils will restrict pile movement the piles shall be installed in permanent steel casings. The casings shall be filled with expanded polystyrene beads having a nominal diameter of 5 mm or an equivalent material and shall be designed to allow free movement of the piles within the casings and to last for the Design Service Life of the supported Transportation Structure. A sacrificial corrosion thickness or galvanizing shall be provided for the casings to achieve the Design Service Life. The H-piles shall be embedded a minimum of 2 pile widths into the abutment seat. a. For fully integral abutments without driven steel piles, W-shape or built-up steel sections may be used. 5. Cycle control joints at the ends of the approach slabs shall be located at least 1.125 m beyond the ends of the wing walls by...
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Related to Integral Abutments

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Thereupon the Trustee shall fix a special record date for the payment of such Defaulted Interest which shall not be more than 15 nor less than 10 days prior to the date of the proposed payment and not less than 10 days after the receipt by the Trustee of the notice of the proposed payment. The Trustee shall promptly notify the Company of such special record date and, in the name and at the expense of the Company, shall cause notice of the proposed payment of such Defaulted Interest and the special record date therefor to be sent, to each Securityholder not less than 10 days prior to such special record date. Notice of the proposed payment of such Defaulted Interest and the special record date therefor having been sent as aforesaid, such Defaulted Interest shall be paid to the Persons in whose names such Securities (or their respective Predecessor Securities) are registered in the Security Register on such special record date. 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If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. 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