Trinity Contractors, Inc 3/1/2017

111 1 5-01.3(11) Concrete Slurry and Grinding Residue 2 The last sentence of the first paragraph is revised to read: 3 4 Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, 5 into any drainage structure, water of the state, or wetlands. 1 6 7 The following new sentence is inserted at the end of the second paragraph: 8 1 9 The Contractor shall submit copies of all disposal tickets to the Engineer within 5 10 calendar days. 11 12 5-01.4 Measurement 13 The fourth paragraph is revised to read: 14 15 Sealing existing longitudinal and transverse joint will be measured by the linear foot, 16 measured along the line of the completed joint. 17 18 5-01.5 Payment 19 The Bid item "Sealing Transverse and Longitudinal Joints", per linear foot and the paragraph 20 following Bid item are revised to read: ' 21 22 "Sealing Existing Longitudinal and Transverse Joint", per linear foot. 23 ' 24 The unit Contract price per linear foot for"Sealing Existing Longitudinal and Transverse 25 Joint", shall be full payment for all costs to complete the Work as specified, including 26 removing incompressible material, preparing and sealing existing transverse and 27 longitudinal joints where existing transverse and longitudinal joints are cleaned and for 28 all incidentals required to complete the Work as specified. 29 30 5-02.AP5 1 31 Section 5-02, Bituminous Surface Treatment 32 April 4, 2016 1 33 5-02.3(2) Preparation of Roadway Surface 34 This section is supplemented with the following new subsection: 35 36 5-02.3(2)E Crack Sealing 37 Where shown in the Plans, seal cracks and joints in the pavement in accordance with 38 Section 5-04.3(4)A1 and the following: 39 40 1. Cracks 1/4 inch to 1 inch in width -fill with hot poured sealant. ' 41 42 2. Cracks greater than 1 inch in width —fill with sand slurry. 43 1 1 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 8/1/16