Trinity Contractors, Inc 3/1/2017

1 to the satisfaction of the Engineer at no additional cost st to the Contracting 2 Agency. 1 3 4 For mainline planing operations, use equipment with automatic controls and 5 with sensors for either or both sides of the equipment. The controls shall be I 6 capable of sensing the grade from an outside reference line, or a mat- 7 referencing device. The automatic controls shall have a transverse slope 8 controller capable of maintaining the mandrel at the desired transverse slope I 9 (expressed as a percentage) within plus or minus 0.1 percent. 10 11 Remove all loose debris from the planed surface before opening the planed I 12 surface to traffic. The planings and other debris resulting from the planing 13 operation shall become the property of the Contractor and be disposed of in 14 accordance with Section 2-03.3(7)C, or as otherwise allowed by the Contract. I 15 16 5-04.3(15) Sealing Pavement Surfaces 17 Apply a fog seal where shown in the Plans. Construct the fog seal in 18 accordance with Section 5-02.3. Unless otherwise approved by the Engineer, I 19 apply the fog seal prior to opening to traffic. 20 21 5-04.3(16) HMA Road Approaches I 22 Construct HMA approaches at the locations shown in the Plans or where 23 staked by the Engineer, in accordance with Section 5-04. 24 I 25 5-04.4 Measurement 26 HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will 27 be measured by the ton in accordance with Section 1-09.2, with no deduction being I 28 made for the weight of asphalt binder, mineral filler, or any other component of the HMA. 29 If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), 30 the material removed will not be measured. I 31 32 Roadway cores will be measured per each for the number of cores taken. 33 34 Crack Sealing-LF will be measured by the linear foot along the line of the crack. 35 36 Soil residual herbicide will be measured by the mile for the stated width to the nearest 37 0.01 mile or by the square yard, whichever is designated in the Proposal. I 38 39 Pavement repair excavation will be measured by the square yard of surface marked 40 prior to excavation. I 41 42 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 43 I 44 Longitudinal joint seals between the HMA and cement concrete pavement will be 45 measured by the linear foot along the line and slope of the completed joint seal. 46 47 HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot 48 along the line and slope of the completed joint seal. 49 50 Planing bituminous pavement will be measured by the square yard. 1 51 I I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 8/1/16