601.14METHOD OF MEASUREMENT :

601.13.3 6.3 -Repair Procedures for Field Paint Deficiencies : All field repairs to the

coating shall be made in strict accordance with the coating manufacturer's recommendations, except where the requirements listed in this specification are more stringent. Any products used during repairs to the coating deficiencies shall be from the same manufacturer as the coating being repaired. Surfaces that will be inaccessible for coating after erection shall be repaired and/or recoated prior to erection. Th e Engineer is to review and accept a repair plan before deficient areas are repaired. The requirements specified herein for provisions for inspection, mixing, thinning, temperature and humidity, and application shall govern the coating of the repaired area s. In order to avoid abrupt changes in paint thickness, the area adjacent to repair areas shall transition from zero paint thickness to full system thickness within not less than three ( 3) inches of the repair area by means of sanding the transition area. The requirements for the dry film thickness of the repair coats are the same as those specified for the paint system.

601.13.3 7 -Submittals: Submittals shall be forwarded through the Prime Contractor

and be accepted by the Engineer prior to commencemen t of the subject work. This is the responsibility of both the Fabricator and the Field Contractor. Electronic submittals will be accepted.

601.13.3 7.1 -Quality Control Plan for Painting: Minimum requirements and

document form are set forth in MP 688. 02.20.

601.13.3 7.2 -Containment/Disposal Environmental Control Plan for Existing

Concrete Structures: Minimum requirements and document form are set forth in MP 688.03.20.

601.14 Method of Measurement :

The quantity of work done for Classes A, B, C, D, H, K, and M concrete will be measured in cubic yards, complete in place and accepted as determined by the dimensions on the Plans or Contract Documents, subject to adjustments provided for in Sections 104.2 and 109.2. The quantity of work done for Class H and Class K concrete will be measured in cubic yards, complete in place and accepted, as measured from one end of the bridge to the other, fascia to fascia, and from the top of the forms to t he finished elevation of the proposed deck surface. The volume of concrete required to fill the flutes of stay -in-place forms shall be calculated by taking the Contractor’s approved SIP adj factor and multiplying by the square yardage of SIP area minus beam widths, expansion dam widths, etc. as applicable. No deductions will be made for the volume occupied by pipe less than eight ( 8) inches in diameter, nor for reinforcing steel, anchors, conduits, weep holes or piling, or other small inserts. 351 The cost of copper, copper -nickel alloy or other type of flashing, expansion joint filler, preformed joint filler, concrete bearing pads, dra in pipes for weep drains through abutments, wings and walls or bridge floors, unless otherwise specified, shall be included in the unit prices bid for the several classes of concrete. All costs associated with the revised mix design and proportions shall be in the unit price bid for the class of concrete designated as modified . All costs associated with architectural formwork shall be in the unit price bid for the class of concrete designated as architectural . No deductions will be made for the volume oc cupied by the architectural formwork. The quantity of work done under line items subsection 603.13.3 will include preparation and application of concrete protective coating to all exposed surfaces of special bridge railing, outside face of exterior prestr essed girders, exposed portion of abutments, wingwalls and piers. The area to be coated will be measured on a square foot basis.

601.15 Basis of Payment :

601.15.1 General: The quantities, determined as provided above, will be paid for at the

contract unit prices bid or at the adjusted percent of contract price as specified for the items listed below, which prices and payments shall be full compensation for furnishing all t he materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, joint filler, field laboratory, supplies and incidentals necessary to complete the work. The cost of stay-in-place fabricated me tal forms and all work associated therewith shall be included in the unit price bid for concrete placed as the bridge deck. The amount of concrete required to fill the form flutes is included in the plan quantity of the concrete bridge deck material, and shall be paid for per Section 601 of the Specifications. The quantities determined as provided above, complete in place, will be paid under item 601019 -* concrete protective coatings on a square foot basis. No additional payment will be allowed for con creting under adverse weather conditions nor when the use of a higher class concrete than that specified is permitted.

601.15.2 Price Adjustments: The Contractor will be assessed equitable deductions of

twenty -five dollars ($25.00) per square foot for areas of bridge decks not meeting the specified ⅛ inch tolerance and not specified to be removed nor directed to be ground, and for any areas that have been ground but do not meet the specified tolerance. Deviations will be tested with a ten (10) foot rolling straightedge or using certified inertial profiler and operator (See Section 720.2). Inertial profiler data will be analyzed by using the rolling straight edge simulation on ProVal Software. Concrete not found in compliance with the requirem ents of subsection 601.4.4 for compressive strength will be paid for at a reduced contract price in accordance with the following formula: