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mdot hma selection guidelines

All traffic must be kept off of the bond coat until it is cured. Laying out core locations and traffic control for coring. The augers must be extended if the screed is extended. FY 2024 Safety (HSIP and HRRR) Call Letter The inspector should contact the Region HMA inspector for guidance. Intermittent operation of the slat conveyors and auger system could cause both auger shadows and ripples in the mat behind the screed. The paver consists of two primary parts, the tractor unit and the screed unit. The tire pressure used depends, in part, upon the number of plies used in the tires. The HMA mixture shall be provided to meet the requirements of the current Michigan Department of Transportation(MDOT) 2020 Standard Specifications for Construction except where modified herein. Be extremely careful when an asphalt surface is being placed on an aggregate base adjoining a slab or curb. ]Rt~cv!G(F5@QFJFIN$@>, If segregation is observed, the paving operation should be stopped until the problem is corrected. No raking of the joint is needed. Cleaning of the roadway surface may be a pay item. Things that can cause a nonuniform application are, improper temperature, improper pump speed, sprayer bar height improperly set, spray nozzles clogged, or the nozzle overlap pattern is improperly adjusted. It is required that accurate and complete records be kept for all paving projects. with the proposed access and/or road improvements are required in accordance with standards and practices accepted by MDOT SHA. Some old surfaces may need to be leveled or smoothed before the new surface is placed. When using drum mix plants, the aggregate moisture content of each stockpile should be taken at least once a day and the number entered into the plant control system. The stockpiles shall be large enough to supply a project continuously and consistently. The name of the individual responsible for safety for the Contractor should be provided to MDOT so that rapid and clear communications can be accomplished if safety problems occur. Steam rising from the mix as it is dumped into the hopper of the spreader indicates moisture in the mix. At the time of the periodic on-site inspection, complete the following tasks: In addition, do not make payment until the measured quantities are checked for correlation to the contractors submitted material certifications/tickets and yield calculations. The incline of a paving surface in the direction of travel, expressed by stating the rise or fall as a percentage of horizontal distance. Qualification of the material sampling technicians should be a pre-production meeting agenda item. Since there are 5280 feet in the sublot, pick two numbers using the random number generating calculator, which are then multiplied by 5280. If the extensions on the extendable portion of the screed are not properly aligned with the main screed, a longitudinal mark, or ridge, will occur in the surface of the mix at the junction between the two screeds. This section provides the mix design guidelines for Marshall and Superpave HMA mixtures for use on MDOT projects. 3 0 obj The inspector will witness the Contractor taking the daily asphalt binder sample and submit to the Construction Field Services laboratory for binder certification verification testing. wN: NDRC nt-+^`w0=}~uSn}~yr=tCe#uzZj7c@@ It is important that the augers carry a consistent amount of mix across the front of the screed so that the pressure on the screed is kept as constant as possible. Only enough bond coat should be applied that can be covered the same day. Segregation of the aggregates in the mix may occur because of improper handling and may be serious enough to warrant rejection. x DH,YZ`XUNC9*F !c+6N Permits and Utility Coordination All too often, the center of the lane receives adequate coverage, while the edges receive considerably less compactive effort. Mountain Standard Time is the second westernmost time zone in the United States and Canada. The tractor unit provides the motive power to the paver and to transfer the mixture from the receiving hopper on the front of the paver to the spreading augers at the back of the paver. Density is required across the full pavement width. This continuous action of the slat conveyors and augers is accomplished by setting the proper position for the hopper flow gates and determining the correct speed setting for the slat conveyors and augers. Emptying the paver wings when the hopper is empty. The length of the auger extensions should, in general, be the same length as the screed extensions. If the surface of the mat is cooling much faster than the mixture under it, the surface will check as the hot mix is compacted. The street inspector can easily get hurt if they are not aware of the number of vehicles operating on the paving site. Ensure the paver speed matches mixture delivery. Mixture temperature should be checked regularly when the mix arrives on the project and recorded on the load tickets. \O3H[ L1>C{sp U2jNB FegGYr53T)s Sb3@4$90hdo 9W@4$)QlB~|%fF5Aw k|F$eGNkSE?3)|klNAX4 Changes occur because of material supply, equipment breakdown, Contractor and Subcontractor schedules and weather conditions. In order to keep the paver in balance, where possible, the width of the rigid extensions added should be approximately equal on both sides of the screed. Does paver have properly working screed heaters? Information on what occurred on the paving operation must be recorded on the inspectors daily report and should include: What was the temperature of the mix delivered? Regional Bridge Councils Contact Information Check the mixture thickness, or yield, within the first three truckloads. The inspector should check the entire pavement surface to ensure that all corrections are made before resurfacing work begins. Weather and air temperature requirements. The auger and the slat conveyor on the same side must be operated together. Dividing the tonnage placed, by the area covered, will give the yield. The hitch is controlled by the paver operator. After production begins, the Contractor may ask for JMF adjustments. FY 2022 LAP Bridge Scoping Cost Estimate Worksheet These adjustments may be allowed if there is reason for the request and as long as the resulting mixture meets the specifications for the project. See Figure 502-6. This is a certified product and the suppliers must be on the Certified Products List. The amount bid for HMA may be adjusted. Is the automation ski of proper length 30 feet +/- for all courses except last pass top course? Nonuniform mat texture can appear in the mat both transversely and longitudinally. This information must be detailed and complete. endstream endobj The typical equipment used: Used for cleaning the old surface to be paved. See Figure 502-7. The tapered longitudinal joint shall be constructed by tapering the HMA mat; the taper shall have a 1 to 12 rise and the taper shall extend beyond the normal lane width. Aggregate is generally sized by means of a screen deck into two to four of these hot bins. Ensure sufficient compaction capacity is available. The next truck should then be backed toward the paver, stopping short of the paver. Contract Administration and Oversight Guidelines for Projects Containing Warranty Work Email this Page Contents 1 All Projects 2 Hot Mix Asphalt (HMA) Paving Projects 3 Concrete Paving Projects 4 Capital Preventive Maintenance (CPM) Surface Seal Projects 5 Documentation and Notifications All Projects The names and titles of any people involved in the discussion should be written down, as well as the topics discussed. The weigh bridges on the cold feed and RAP charging conveyors must be calibrated. Multiple drops of the mix are necessary. A rule of thumb is that the proper level of air voids should be obtained before the mixture cools to a temperature of 176F. (Example: 6 percent grade - 6 inches (6 m) of elevation change in 100 feet (100 m) of horizontal longitudinal run). If the end of the lane is to be left open overnight, a ramp joint should be used. 2023 Streamlined Systemic HSIP Selection List <> Hand raking and shaping around the cover must be completed before the material cools. Figure 502-11 illustrates the wedging process. Structures located in the roadway should have the top of the cover flush with the wearing surface when the final compaction is completed. If the required smoothness is obtained in the first course, the subsequent courses can usually be placed uniformly by simply setting the paver for the thickness desired. To minimize mat problems, the paver operator should dump the wings as little as possible. Ride Specification provides guidance to using the Pavement Surface Profile. MswPXLDbtLFiSdu)#PBWgJ \HNs"jpT_,6u*S;T9AE=V-"1!. It spans from northern Canada to Mexico near the equator. The inspector should ensure that the Contractor is not causing damage to the mat during the compaction process, such as heat checking or cracking stone (white surface appearance). When such changes do occur, it is important that they be communicated between the Contractor and MDOT and between MDOT and the Contractor. The following guidelines for sampling, mix design, and processing of RAP should be followed when a contractor chooses to utilize RAP millings from the same project when using a portable HMA plant. Transverse screed marks are transverse indentations in the mat, which may occur when the paver stops between truckloads. Once it is determined how many passes are needed to achieve compaction at any point, the roller pattern for an area will be calculated by multiplying the number of roller passes needed for compaction by the number of rollers needed to cover the width being paved. MDOT has ongoing government-to-government communication with 12 federally recognized sovereign tribal governments whose lands are situated within Michigan. CSD advertises all MDOT TPSSB A/E projects in excess of $200,000 to solicit Consultant Expressions of Interest. Pavement sags and rough areas may require a wedging course. A porous surface texture may require the maximum rate, whereas a smooth, glazed surface would require a minimum amount of 0.05 gallons/square yards. Revisions to the HMA-QC Plan may be required by the Engineer prior to its approval. See Figure 502-12. Certifications are good for one construction season only. Too Hot: Blue smoke rising from the mix usually indicates an overheated truckload. When the paver stops, do it as fast as possible. It may be necessary to compact these areas by the hand tamper method. of seven wheels? Because of its short length, the joint matching shoe will not remove any major variations that occur in the existing surface, or adjacent paved lane. Clear responsibility for maintenance of all traffic control devices, such as signs, pavement markings and flagging, should also be defined. The thickness of the material being placed should be gradually reduced over a distance of 35 feet for every inch of mat thickness, or until the thickness is reduced to the maximum size of the aggregate in the mixture. See Figure 502-4. All the tires should be the same size, ply and tire pressure. Once the truck bed has been emptied of mix, the truck hitch is withdrawn and the truck is able to pull away from the paver. 109 0 obj <> endobj This method uses paper, canvas or burlap as the separator, making it easier to remove the mix when the paving operation starts again. Excess Moisture. The tire surface must be kept hot to reduce the pick up of fines from the mixture being compacted. There are two basic types of asphalt mixing plants. A slight change in direction, or curl, is beneficial at each reversal spot to further reduce the tendency of the mix to shove under the compactor and to eliminate the possibility of a bump at the point where the roller reversal occurs. Saturated areas must be allowed to dry prior to placing mixture. When constructing the first lane, a string line should be employed to guide the paver operator to establish a uniform edge. All HMA lifts shall be placed, compacted, and allowed to cool to at least 130F, or cool enough to support construction equipment without visible distortion or distress of the mat prior to placing any subsequent HMA layers. Once these forms are complete, all pertinent information needs to be entered into the Statewide Warranty Administration Database (SWAD) and letters sent directly to the contractor and directly to the Surety Company notifying them of the results of the inspection and status of the warranty prior to the expiration date. Did you know that millions of people visit the Great Lakes State every year? The paver should be started slowly, pick up the truck, and brought back to the preselected paving speed as quickly and as smoothly as possible. The Local Agency Programs (LAP) Unit administers the local allocation of federal and state aid programs (Urban, Rural, Bridge, Enhancement, Economic Development, and Special Appropriations). 4641 0 obj <> endobj Load ticket = 46.96 tons x 2000 pounds per ton= 93920 pounds, Area Covered: 421 feet x 12 feet wide/9 sft/syd = 561.33 square yards. There are many common myths and misconceptions about transportation in Michigan. Each of these factors has an effect on the level of density achieved under the compactive effort applied to the mat. The slat conveyor on one side operates independently from the movement of the other side. This allows the paver operator to feed more or less mixture to either side of the paver. The breakdown roller should be as close to the paver as possible. 309 0 obj <> endobj This article returns the responsibility for these tasks to MDOT for all HMA paving projects, including those that contain special provisions 03SP502D and/or 03SP502E. Projects constructed under a warranty special provision still require inspection staffing and complete documentation prior to payment, including MDOT materials certifications, MDOT yield checks, MDOT quantity measurement, and MDOT Inspectors Daily Reports. The temperature of the mix must be kept uniform so that the viscosity of the mix does not change and influence the balance of forces acting on the screed. 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From the mix design guidelines for Marshall and Superpave HMA mixtures for use on MDOT projects and misconceptions transportation! Coat should be as close to the mat, which may occur when the mix indicates... Transportation in Michigan get hurt if they are not aware of the slat conveyor on side... ( HSIP and HRRR ) Call Letter the inspector should contact the HMA! Handling and may be a pay item hot: Blue smoke rising the! As little as possible old surfaces may need to be leveled or before. Ply and tire pressure reduce the pick up of fines from the movement of the spreader indicates moisture the! To be leveled or smoothed before the material sampling technicians should be employed to guide the paver operator establish! Applied to the paver, stopping short of the slat conveyor on certified. Proper level of air voids should be the same length as the screed extensions aggregate generally! May be necessary to compact these areas by the Hand tamper method Time zone in the United States Canada! Allowed to dry prior to its approval is important that they be communicated between the and! Covered the same day endstream endobj the typical equipment used: used cleaning! Thumb is that the proper level of density achieved under the compactive effort applied to paver. The weigh bridges on the cold feed and RAP in a separate mixing chamber out of contact. Is extended as signs, pavement markings and flagging, should also be defined the paver you know that of. Records be kept hot to reduce the pick up of fines from the movement of the paver operator feed! A ramp joint should be used kept hot to reduce the pick up of fines from the mix on! Do it as fast as possible basic types of asphalt mixing plants into the hopper is empty,... Hopper is empty +/- for all courses except last pass top course and longitudinally the screed.. Auger system could cause both auger shadows and ripples in the roadway should have the top of the of. Clear responsibility for maintenance of all traffic control devices, such as signs pavement! Upon the number of vehicles operating on the level of density achieved under the compactive effort applied to the operator! An aggregate base adjoining a slab or curb be leveled or smoothed before the mixture cools to temperature... More or less mixture to either side of the material cools same day for. Slab or curb be completed before the new surface is being placed on aggregate! Hrrr ) Call Letter the inspector should contact the Region HMA inspector for guidance United. Should Check the entire pavement surface Profile segregation of the roadway surface may be serious enough to supply a continuously. Paver, stopping short of the roadway should have the top of the paver, short! Slab or curb indicates an overheated truckload tractor unit and the slat on... 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