Granite Construction 5/14/2020 - Laserfiche WebLink

5-O4.3(3)C Pavers II 2 HMA pavers shall be self-contained, power-propelled units, provided with an internally 3 heated vibratory screed and shall be capable of spreading and finishing courses of HMA I 4 plant mix material in lane widths required by the paving section shown in the Plans. 5 6 The HMA paver shall be in good condition and shall have the most current equipment I 7 available from the manufacturer for the prevention of segregation of the HMA mixture 8 installed, in good condition, and in working order. The equipment certification shall list the 9 make, model, and year of the paver and any equipment that has been retrofitted. I 10 11 The screed shall be operated in accordance with the manufacturer's recommendations and 12 shall effectively produce a finished surface of the required evenness and texture without I13 14 tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions 15 will be allowed provided they produce the same results, including ride, density, and surface 16 texture as obtained by the primary screed. Extensions without augers and an internally I 17 heated vibratory screed shall not be used in the Traveled Way. 18 I 19 When specified in the Contract, reference lines for vertical control will be required. Lines 20 shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal 21 control utilizing the reference line will be permitted. The grade and slope for intermediate 22 lanes shall be controlled automatically from reference lines or by means of a mat 23 referencing device and a slope control device. When the finish of the grade prepared for 24 paving is superior to the established tolerances and when, in the opinion of the Engineer, 25 further improvement to the line, grade, cross-section, and smoothness can best be achieved I 26 without the use of the reference line, a mat referencing device may be substituted for the 27 reference line. Substitution of the device will be subject to the continued approval of the 28 Engineer. A joint matcher may be used subject to the approval of the Engineer. The I 29 reference line may be removed after the completion of the first course of HMA when 30 approved by the Engineer. Whenever the Engineer determines that any of these methods 31 are failing to provide the necessary vertical control, the reference lines will be reinstalled by I 32 the Contractor. 33 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and 134 35 accessories necessary for satisfactory operation of the automatic control equipment. 36 37 If the paving machine in use is not providing the required finish, the Engineer may suspend I 38 Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the 39 pavement shall be thoroughly removed before paving proceeds. I 40 41 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 42 A Material Transfer DeviceNehicle (MTDN) shall only be used with the Engineer's approval, I 43 unless otherwise required by the contract. 44 45 Where an MTDN is required by the contract, the Engineer may approve paving without an 46 MTDN, at the request of the Contractor, The Engineer will determine if an equitable 47 adjustment in cost or time is due. 48 I 2020 PAVEMENT MAINTENANCE OVERLAY PAGE 47 OF 79 SPECIAL PROVISIONS WORK ORDER 3727 FEBRUARY 20,2020