1400 SEINER DR 2018-01-01 MF Import

' PORT OF EVERETT CIP NO. 3-0-003-09 W MARINE VIEW DR PROJECTNO. i IMPROVEMENTS PD-WM-20006-01 Special Provisions, the nominal compacted depth of any layer of any course shall not exceed the following depths: HMA Class E 0.35 feet HMA Class A and B 0.35 feet when used for Base Course HMA Class A, B, and F 0.25 feet HMA Class G 0.10 feet HMA Class D 0.08 feet On areas where irregularities or unavoidabie obstacles make the use of inechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF, shall be placed by separate spreading and compacting equipment. 5•04.3(10) Compaction 5-04.3(10)A General immediately after the HMA mixture has been spread, struck off, and suriace irtegularities adjusted, it shall be thoroughly and unifortnly compacted. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, or irregularities and in coniormance with lhe line, grade, and cross-section shown in the Plans or as established by the Engineer. If necessary, the mix design may be altered to achieve desired results. Compaction shall take place when the HMA is in the proper condition so that no undue displacement, cracking, or shoving occurs. All compaction units shali be operated at the speed, within specificalion limits, that will produce the required compaction. Areas inaccessibie to large compaction equipment shall be compacted by mechanical or hand tampers. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt binder, or is in any way defective, shall be removed and replaced at no additional cost with fresh HMA which shall be immediately compacted to confortn with the surrounding area. � The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractors option, provided specification densities are attained. An exception shall be that the pneumatic tired roller shall be used between October 1 and April 1. Coverage's � with a vibratory or steel wheel roller may precede pneumatic tired rolling. When HMA Class D is being constructed, the use of pneumatic rollers will not be required. Vibratory rollers shall not be operated in the vibratory mode when the intemal temperature of the HMA is less than 175°F without pertnission of the Engineer. In no case shall a vibratory roller be operated in a vibratory mode when checking or cracking of the mat occurs at a greater temperature. Vibratory rollers in the vibratory mode are also prohibited on bridge decks. 5•04.3(10)B Control HMA Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacled course thickness greater than 0.10 foot, shall be compacted lo a specified level of relative density. The specified level of relative density shali be a Composite Pay Factor (CPF) of not Iess than .75 when evaluated in Page 21 af 50