Section 13.7.1. 2 Employees shall receive certification points when attending approved workshops, classes or 3 training even if the District pays registration fees or other costs.
Section 13.7.1. REMOVAL OF ASPHALT CONCRETE - STRUCTURES (Item No. 60351 – Asphalt Removal: Bridge Deck) Refer to Sections 1371 of the Specifications for Highway and Bridge Construction for the specifications and measurement for payment items. The Contractor shall submit proposed method of removals of remaining asphalt and waterproofing membrane at least 48 hours prior to commencing the works. Cold milling of upper layers of asphalt (to within 10 mm of deck surface) may be permitted; however, any damage resulting in said use of milling machine shall be cause for removal by other methods. The contractor shall also submit a repair procedure detail to the Engineer for review for areas that are non-compliant. The unit rate shall include the provision of shot blasting (or approved equivalent) of the entire bridge deck to achieve an anchor profile which is clean of all foreign material (such as oil, grease, laitance or sharp protrusions) and of any laitance. The concrete deck shall have a minimum Concrete Surface Profile (CSP) between CSP 1 and CSP 5 in accordance with International Concrete Repair Institute (ICRI) Technical Guideline 310.2 R-2013. The Contractor shall coordinate with Department representatives to allow access for conducting a chain drag on the clean bridge deck. The deck shall be tacked and paved within 48 hours of shot blasting and cleaning. SCHEDULE B IDENTIFICATION OF PRINCIPALS Name of Contractor: Mailing Address: Telephone: Fax:
