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� <br /> ' 1 For mainline planing operations, the equipment shall have automatic controls, <br /> 2 with sensors for either or both sides of the equipment. The controls shall be <br /> i 3 capable of sensing the proper grade frcm an outside reference line, or a mat- <br /> 4 referencing device. The automatic contr�ls shall also be capable of maintaining <br /> 5 the desired transverse slope. The transverse slope controller shall be capable <br /> i 6 of maintaining the mandrel at the desired slope (expressed as a percentage) <br /> 7 within plus or minus 0.1 percent. <br /> 8 <br /> � 9 5-04.3(f5) HMARoadApproach <br /> 10 HMA approaches shali be constructed at the locatior�s shown in the Plans or <br /> 11 wnere staked by the Project Engineer. The work sha!I be performed in <br /> 72 accordance with Section 5-04. <br /> I 13 <br /> � 14 5-04.3(16J Weather Limitations <br /> 15 h1MA for wearing course shall not be placed on any traveled way between <br /> � 16 October 1 of any year and April 1 of the following year without written approval <br /> 17 from the Project Engineer. <br /> 18 <br /> I 19 Asphalt for prime coat shall not be applied when the ground temperab�re is <br /> � 20 lower than 50°F, without written permission of the Engineer. <br /> 21 <br /> � 22 HMA Class D shall not be pla:ed wlien the air temperature is less than 60°F. <br /> � 23 <br /> 24 HMA shall not be placed on any wet surface, or when the average surface <br /> � 25 temperatures are less thr.n those specified in the following table, or when <br /> 26 weather conditions othe•wise prevent the proper handiing or finishing of the <br /> 27p HMA mixtures: <br /> I LV <br /> 29 SurFace Temperature Limitations <br /> 30 <br /> 31 Compacted Thickness Sub-Surface <br /> � 32 (Feet) Surface Course Courses <br /> i 33 Less than 0.10 55 F 55 F <br /> 34 0.10 to 0.20 45 F 35 F <br /> ( 35 0.21 to 0.35 35 F 35 F <br /> I 36 More than 0.35 DNA 25 F" <br /> 37 <br /> t 38 "Only on dry subgrade, not frozen and when air temperature is rising. <br /> 39 <br /> 40 5-04.3(17) Paving Under Tra�c <br /> � 41 When the roadway being paved is open to tra�c, the following requirements <br /> 42 shall apply: <br /> 43 <br /> I 44 The Contractor shall keep on-ramps ar�d off-ramps open to tra�c at ell <br /> 45 timas except when paving the ramp or paving across the ramp. Uuring <br /> 46 such time, and provided that there has been an advance warning to the <br /> � 47 public, the ramp may be closed for the minimum time required to place and <br /> 48 compact the HMA. In hot weather, the Project Engineer may require the <br /> 49 application of water to the pavement to accelerate the finish rolling of the <br /> 50 pavement and to shorten the time required before reopening to traffic. <br /> I <br /> Port of Everen FAWAT-03-039 <br /> SateilHe RaIllBarge Transfer Facility Final Port Ravlew Drak <br /> - Phase 1:Pier Constructlon 88 15 Merch 2005 <br />