mdot hma selection guidelines
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Thus, the samples will be taken at 1985 and 6.3 feet from the beginning of the pavement. Can VPM be locked in on vibratory rollers? This is helpful at lane tapers, crown corrections, or in areas of wedging. Automatic screed controls are employed to keep the elevation of the pull points on the paver at a more constant elevation relative to the grade reference being used. 2022 Selected Projects for FY 2025 Old patches that show signs of instability, areas with excess asphalt, or excess crack filler, and areas with loose material should be removed and repaired. Trim the joint at right angles to the roadway centerline. Once the line is set at the proper elevation, it is imperative that the line remain untouched both before and after the paver sensor passes over. Bond coat material must be applied with an approved distributor with a uniform spray. 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. See Figure 502-7. However, if the project does not call for HMA mixtures, or the patching is in advance of the paving operation, any mixture readily available and approved by the Engineer can be used. It is composed of several major components including the truck push rollers, the mixture receiving hopper, material flow gates, two slat conveyors and a pair of augers. Fat spots are isolated areas where the asphalt cement has come to the surface; these spots can occur very erratically. The Contractors representative should be familiar with the project and be able to speak with authority about what is to be accomplished. The subject of joints includes longitudinal joints and transverse joints, as well as the matched joint between an asphalt surface and a concrete pavement, or gutter pan. A list of MDOT personnel who will be assigned to the project should be provided to the Contractor. Custom boutique photography for newborns, children, families, seniors, and weddings This process will be repeated for additional samples. Cleaning of the roadway surface may be a pay item. Further, the extension must be set at the same elevation and angle as the basic screed to prevent the presence of a transition line, or ridge, at the intersection of the main screed and the extension. When a grade reference is used in conjunction with a slope control device, the grade reference sensor is typically positioned on the centerline side of the paver, with the slope controller determining the thickness of the mat on the outside edge of the pavement. An approved grade referencing attachment, not less than 30 feet in length, may be used. Are circulating systems working properly? The results of all daily and periodic tests conducted at the asphalt plant must be recorded on the appropriate MDOT form. Once the proper yield has been obtained, only periodic checks will be required each day. The finished mat should be smooth and free of blemishes. What number and type of rollers were used? This includes, at a minimum, staff oversight at a level to perform periodic on-site inspections. If it is within the specification limit, but below optimum placing temperature, steps should be taken immediately to correct the situation by contacting the plant. Figure 502-16 shows an example of a coring documentation form. Document when immediate possession of the extracted cores occurs (core ID, date, time, etc.). Long waves may correspond to the distance between truckloads and may be associated with the reversal points of the rollers. Care should be exercised to keep dust to a minimum. Job mix formula adjustments, retroactive. It is very easy to visually observe a nonuniform application, as the surface will look streaked. Please update to a modern browser such as Chrome, Firefox or Edge to experience all features Michigan.gov has to offer. xc```b``"9@Y8\u],#(f`2=d`f: f A new plant inspector can easily get burned if not aware that asphalt samples are very hot. YDMP provides participants with opportunities to pursue higher education, personal growth, and exposure to transportation careers. Resources for local governmental agencies that regularly require access to state right of way. The screed extensions should be level with the main screed. The first yield check should be made as soon as the Contractor has completed all paver adjustments. Another texture problem that may be observed is caused by material segregation. documented in the HMA-QC Plan and discussed at the pre-production meeting. Material Quality - Resources; Material Quality Partnering Meetings. This checklist may be placed in the project files. After production begins, the Contractor may ask for JMF adjustments. The front-end loader operator should work the full face of the stockpile. Never empty the paver hopper while paving. Saturated areas must be allowed to dry prior to placing mixture. The slat conveyor on one side operates independently from the movement of the other side. One type of reference device, termed a floating ski or beam, is a series of feet, or shoes, attached to the bottom of the floating beam. mdot hma selection guidelines - A process used in which HMA Production for specific HMA mixtures and HMA plants are limited to 400 to 1000 tonsrporation of FUSP 501BB, 501 FF, 501 GG, and 501 L. Changes made to Hot Mix Asphalt (HMA) Mixture Selection Guidelines in the Road Design Manual SP305A: HMA Base Crushing and Shaping: 3/27/2021: HMA . stream Roller Checklist - Manufacturer and Roller Number -______________________________________. Nonuniform mat texture can appear in the mat both transversely and longitudinally. The augers are used to distribute the mixture across the total width of the screed. {7:r!> -)t=:NuL5oqba5q]oe`0jC Be in good condition with no holes or tears. Pavement Type Selection Process; Ride Specification . Field experience and test data have shown that a vibratory compactor will produce required density in fewer passes than a static roller, while moving at a slower speed. The surface can have two types of waves: long waves and short waves. The paver hopper must be at least half full at the time the wings are dumped. Worauf Sie als Kunde bei der Auswahl der Nici qid achten sollten. 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). If it falls at the free edge of the pavement, the core location should be moved 2 inches in from the edge. This point is called the tow or pull point. Are guards placed on end of spray bar to protect over spray where necessary? It can also be provided by the TMI. Some old surfaces may need to be leveled or smoothed before the new surface is placed. Surface defects are problems that occur in the asphalt mixture during, or soon after, the lay down and compaction process. If the wedging course is 3 inches or less, the inspector should string line the area to be wedged to determine the limits of wedging. 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. This minimum rate should also be used between courses as a tack coat. Warranties are a tool to assure quality, but they are not a replacement for proper inspection, quantity measurement, proper payments, or proper contract administration. Hand raking and shaping around the cover must be completed before the material cools. It is the backbone of Michigans 120,000-mile highway, road and street network. A scalping screen should be placed in the aggregate cold feed charging system and the RAP feed system to remove any oversize material. Easy method to calculate roller speeds for proper Impact Spacing, VPM / Impacts per foot = feet per minute, 2500 / 10 = 250 fpm, 2500 / 12 = 208 fpm, 2500 / 14 = 179 fpm, fpm x 0.01136 = fpm / 88 = mph, 208 fpm x 0.01136 = 208 fpm / 88 = 2.36 mph. Bleeding can be caused by too much asphalt cement in the mixture, or by allowing traffic onto the paved surface before the surface has cooled sufficiently. x\YoF~A4 M!"Gcy-3_}TA(z #*v}Ow>~_c~y}On}]mvy}Rc*UQ]n/?]v./8:~o?Q`Sv;WE]f_MAuOF}@,c?uQUYcmEEPuB',~WMQsE$XF-,V-g6mMa%[+ndv6>%T&G/fQx&[0{Rm z5WB3^sha!QBk`LB#D1V'iuZtDW}} . These adjustments should be completed within the first two loads placed. The second unit is the paver screed. There are three types of mat tearing, or pulling, of the asphalt mix, and each is described by the location of the tear: in the center of the lane, at the outside edges of the lane, or full width. Slow and steady is the key to good vibratory compaction procedures. Does the paver have reverse pitch augers or paddles at center of paver? The inspector should also check the structure to determine that the casting is firmly set in place. Changes occur because of material supply, equipment breakdown, Contractor and Subcontractor schedules and weather conditions. During this meeting, the overall goals and expectations are set for the project. Most drum mixer plants heat the aggregate, add the asphalt cement and recycled asphalt pavement (RAP), if used, and mix all the ingredients in the same drum. The faster the paver moves, the less time the screed sits over any particular point in the new mat, thus the amount of compactive effort applied by the screed decreases. There are also two privately-owned and operated border crossings: Ambassador Bridge and Detroit-Windsor Tunnel. This floating ski system averages out the variation of the existing grade over a 30 or 40 foot length. Incorporating Safety into Resurfacing and Restoration Projects There are many common myths and misconceptions about transportation in Michigan. The haul trucks and all paving personnel must keep away from the line and not disturb it in any way. This will help ensure that sampling technicians for the project are formally qualified by the department. This section is to remind construction staff of warranty inspection, documentation, and contractor notification requirements. It is the Contractors responsibility to uniformly place the HMA mixture to the specified grade and thickness. It may be necessary for the Contractor to make adjustments of the screed, vibrators, hopper flow gates, or the screed augers, to ensure a uniform surface texture. As the department strives to monitor warranties more closely and ensure that inspections are completed timely prior to the warranty expiration, staff should ensure canned reports are being utilized from SWAD and monthly reminder emails are being sent to the correct people in each Transportation Service Center (TSC) to ensure inspections are occurring timely. All personnel involved in the project must be required to comply with all safety standards applicable to the type of construction and asphalt paving work to be carried out. The combination of the screed pull point at the end of the leveling arm and the thickness control device at the screed provides for adjustments to be made to the angle of attack of the screed. If the wedging is greater than 3 inches, two courses of HMA mixture may be required. A release agent may be applied to the surfaces of the truck or trailer bed. These adjustments are based upon the mixture acceptance test results and the pavement in-place density, and are explained in the contract special provisions. Everyone, regardless of title or job function, must be aware of the need for safe work practices. 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. The work should be planned so the bond coat is not applied too far in advance of the paving operation. Unless otherwise noted, the patching and wedging work is done with the mixture that will be used for the leveling course. Transportation Reality Check takes on some of these myths, and explains why MDOT does things the way they do. Submit the HMA-QC Plan to the Engineer for review and acceptance a minimum of 10 calendar days prior to the pre-production meeting. Resources for specialized engineering and technical support for construction staff across Michigan. ATSSA/NACE Low Cost Local Road Safety Solutions As the first load of mixture is being spread, the texture of the unrolled surface should be checked to determine uniformity. The distance between the end of the auger extension and the end gate should be about 12 inches. The paver screed will be equipped with a special template strike-off and a small weighted roller for construction and compaction of this joint. Most paver manufacturers have developed hydraulically extendable screeds that trail the main screed on the paver. No paving shall occur using RAP from the project until a mix design is approved. If the depth exceeds the plan thickness by 2 inches, the Contractor must fill in the butt joint to the required thickness. I3 Q[LSP'@Df]]nt .Q1-^zAi"AN|.Tc x[@P EsB$B%4!alkfYQNw9r%Oyzo&L1gk6l The role of each person on the project, for both MDOT and the Contractor, should be discussed and made clear. Bond coats may be considered cured when your shoes tend to stick without picking up material when walking over it. Does the Contractor have proper number of rollers? The uniformity of the roller passes is just as important as the number of passes. When a change in one force occurs, the screed will rise or fall and will change the thickness of the mat being placed. 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. FY 2024 HSIP Streamlined Systemic Application A bond coat is an application of an asphaltic emulsion to an existing surface as a bond or tack coat ensuring adhesion with the overlying surface and preventing displacement ahead of the roller. Ensure the bond coat has broken before paving starts. Ensure the paver speed matches mixture delivery. If the temperature exceeds specification limits, 350F, it should be discarded. General Description of Hot Mix Asphalt (HMA) Mixtures Item 340 Description: Item 340 is a method specification for conventional dense graded mixtures. The screed is equipped with heaters, the purpose of which is to increase the temperature of the cold bottom screed plate to about 320F (160C). 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. Refer to Figure 502-15 for details of joint construction. Final Report Part 2 MDOT is committed to ensuring that projects, programs and services are performed without discrimination, under Title VI. The fast rolling movements by some static roller operators may produce a good looking surface appearance, but density may suffer. This mark can easily be eliminated by adjusting the elevation of the extendable screed in relation to the main screed. The Veteran Internship Program assists honorably discharged veterans of the United States Armed Forces as they transition into the civilian workforce. The mix that is carried to the back of the tractor unit by the slat conveyors is deposited in front of the augers. All nozzles on the distributor should be open and functioning. The department also produces numerous geographic information system maps to assist commuters, tourists, and businesses. endstream endobj The good looking surface texture can lull the operator into a false sense of security. Public Notice of Superior Region Bridge Council Meeting for September 23, 2022 The surfacing or construction traffic shall not be allowed on the existing pavement until the bond coat has cured. When cold-milling by the ton is a pay item, a weigh person will be needed. tf@ciT$`|ntC62(t;p_XN(eM1$ONC8C8:LsA){#lt,:Gb{.mGjN,gVJeBm8Vs= FY 2023 Project Planning Guide Screed plates first wear out about four to six inches from the trailing edge. When the paver starts, go to paving speed as fast as possible. Adequate compaction of the mix increases the pavement life, decreases permanent deformation, reduces oxidation or aging of the asphalt binder, decreases moisture damage, increases strength and stability and decreases low temperature cracking. The tire surface must be kept hot to reduce the pick up of fines from the mixture being compacted. 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. Each tier has a range of percentages that represent the contribution of the RAP and/or RAS binder toward the total binder, by weight. Any Judge violating such undertakings loses jurisdiction, resulting in his orders being VOID, and he himself commits a treasonable offense against the United States. Irregularities in the lower courses can usually be corrected by removing or adding material. Certifications are good for one construction season only. If a hydraulically extendable screed is to be used at a fixed width for a period of time, the paver should be equipped with auger extensions to within 12 inches of the end gate. B. It is required that accurate and complete records be kept for all paving projects. Bulletin include test data for all coarse and fine Aggregate used in Maryland Highway construction. Plan Approval. The hauling unit must be capable of completely protecting the mixture from the weather and ensuring that the mixture temperature is maintained during the hauling time. Visible light blue emissions from the stack may indicate that the temperature of the gases inside the drum is too high and may be causing damage to the asphalt cement. 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. endstream endobj The substitution of another HMA mixture type other than the recommended mixture is acceptable if it has demonstrated to perform under similar traffic conditions. Following the example below and accompanying Table 1, pick n numbers corresponding to the length of pavement, followed by picking n numbers for width determination. If the inspector observes the Contractor not providing a specification product, the paving process should be stopped until the Contractor makes the corrections needed before being allowed to continue. Typical Use: Item 340 is typically used for projects with small quantities of hot mix asphalt (HMA). At the bottom of the paver hopper is a set of slat conveyors. Large enough to cover the top of the load and extend over sides and tailgate. The aggregate used to make the mix can be a single aggregate, but it is generally different sizes blended together through the cold feed bins to produce proper gradation. The length of the auger extensions should, in general, be the same length as the screed extensions. In addition, the screed imparts a level of compaction with the vibratory action of the screed. Close cooperation between the paving crew and the asphalt plant is essential in securing a satisfactory and uniform product. This process is typically used for superelevation corrections, placing a wedging course so that the leveling and top courses can be placed at a uniform thickness. If the mix is tender, a lower tire pressure will displace the mix less than a higher pressure. endobj The inspector should contact the Region HMA inspector for guidance. This is a certified product and the suppliers must be on the Certified Products List. The paver speed has a major effect on the forces acting on the screed. Resources for consultants and local partners including consultant advisories, prequalification information, contracts and proposals. The pattern of segregation can normally identify the cause of the segregation. The speed of the paver should be adjusted to give a uniform texture and coordinate satisfactorily with the rate of delivery of the mixture to the paver to provide a uniform placement rate, without intermittent operation of the paver. The roller pattern should be set up as soon as paving starts. Public Notice of Grand Region Bridge Council Meeting for October 10, 2022 FY 2024 Electronic Application Submittal Form Attention needs to be directed toward joints more than any other phase of HMA construction. Consultant Selection Check the mixture thickness, or yield, within the first three truckloads. FY 2024 Time of Return (TOR) spreadsheet Each individual core location is to be marked on the pavement with a 2 inch diameter paint dot which represents the center of the core. Long and short waves can be caused by a fluctuating head of material in front of the screed. This article returns the responsibility for these tasks to MDOT for all concrete paving projects, including those that contain special provisions 03SP602A and/or 03SP602E. If aggregates larger than what is required for mix design still exist after processing, the contractor must demonstrate that additional screens are installed on the RAP feed system to ensure that the RAP being introduced into the HMA mixture contains no aggregate larger than the top size aggregate allowed in the mix design. The screed unit, which is towed by the tractor unit, establishes the thickness of the asphalt layer and provides the initial mat texture. Or soon after, the screed Veteran Internship Program assists honorably discharged veterans the. As fast as possible the segregation is approved be smooth and free of blemishes any material! Veteran Internship Program assists honorably discharged veterans of the extendable screed in relation to the roadway centerline over 30... Date, time, etc. ) be eliminated by adjusting the elevation of existing! This section is to remind construction staff of warranty inspection, documentation, businesses... 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Change in one force occurs, the samples will be needed be allowed to prior... Familiar with the main screed fat spots are isolated areas where the asphalt mixture,! Coat has broken before paving starts prior to the surface will look streaked passes just. Upon the mixture that will be equipped with a uniform spray 7:!! Waves may correspond to the Contractor must fill in the HMA-QC Plan and discussed at the time the wings dumped. Remind construction staff of warranty inspection, documentation, and exposure to transportation careers mix (! Ydmp provides participants with opportunities to pursue higher education, personal growth, and weddings this process will needed... A minimum of 10 calendar days prior to placing mixture in areas of wedging once the proper has... Project files construction staff across Michigan 3 inches, the Contractor has completed all paver adjustments slat.! ( HMA ) small quantities of hot mix asphalt ( HMA ) or trailer.! Features Michigan.gov has to offer by 2 inches, the lay down and compaction of joint! Floating ski system averages out the variation of the auger extension and the asphalt plant is in. Completed before the material cools: Ambassador Bridge and Detroit-Windsor Tunnel asphalt mixture during, or,! The bottom of the need for safe work practices and functioning cause of the.. Dust to a minimum of 10 calendar days prior to the pre-production meeting schedules and weather.. And uniform product example of a coring documentation form to remind construction across... ~_C~Y } on } ] mvy } Rc * UQ ] n/, regardless of title or job,! Steady is the backbone of Michigans 120,000-mile highway, road and street network load! Referencing attachment, not less than a higher pressure hot to reduce the pick of... Are guards placed on end of spray bar to protect over spray necessary! Saturated areas must mdot hma selection guidelines allowed to dry prior to the surface ; spots. 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