MnDOT 2360 is hereby deleted from the MnDOT Standard Specifications and replaced with the attached . 2360 (Plant Mixed Asphalt Pavement) Specification. Mix Designation Numbers for the bituminous mixtures on this Project are as follows: The Designer needs to fill in the numbers here. Examples of what is needed are: Type SP __ Wearing CourseSPWEB_40_
اقرأ أكثرThis major north/south route in western Minneapolis is an old Hennepin County rigid pavement inherited by MnDOT in 1987. The original pavement is believed to have been placed in the late 1960s or early 1970s. CPR was performed during 1983–1985 and the route was overlaid with asphalt in 1998. The pavement was scheduled for rehabilitation in 2013.
اقرأ أكثرUsing MnPAVE-Flexible 4. Specify the mix type, ride specification, lift thicknesses, and compaction requirement using Section 450: Materials and Specification 5. Any construction beneath the typical shown in Figure 400.1 is at the discretion of the District Materials/Soils Engineer. For guidance regarding the pavement subsurface design see
اقرأ أكثر3.3 Asphalt Binders 3.4 Design 3.5 Fog Sealing a Chip Seal 3.6 Chip Sealing for Recreational Trails 3.7 Field Inspector Responsibilities ... Minnesota Department of Transportation (MnDOT) specifications will eventually be updated to reflect this change. As preventive maintenance and preservation of bituminous pavements continues to evolve, this ...
اقرأ أكثرSearch MnDOT.gov; Contact MnDOT; 511 Traveler Service; Know Your Route; News Room; Careers/Jobs; Doing Business; ADA and Accessibility; Disclaimer and Legal; About MnDOT; State of Minnesota; Governor's Site; Minnesota Department of Transportation 395 John Ireland Blvd, St. Paul, MN 55155-1800 651-296-3000 Toll-free 800-657-3774
اقرأ أكثرSpecification 407, 411 and 414 are asphaltic concrete friction courses (ACFC). These are open graded asphalt mixes that are porous and used as the final riding surface in areas where it is desirable to have enhanced wet-weather skid resistance. Specification 414 is …
اقرأ أكثرis defined by the MnDOT Standard Specifications for Construction as the bottom of the aggregate base. Subbase is the layer of granular material below the aggregate base. Typically, it is select granular or granular (Specification 3149.2B), but it may also contain layers of class 3 or class 4 aggregates (Specification 3138.2E).
اقرأ أكثر(1) names of the individuals responsible for the qc of the mixture during production, (2) low project number of the contract on which the mixture will be used, (3) traffic level and number of gyrations, (4) the following temperature ranges as supplied by the asphalt binder supplier: (4.1) laboratory mixing and compaction, (4.2) plant …
اقرأ أكثر10. Recycled asphalt pavement (RAP) is successfully being used in Mn DOT and local agency bituminous mixtures. The use of RAP is encouraged in both non-wear and wear courses. 11 . Warm mix asphalt use is permissible on State Aid projects (including Federal Aid) provided that the requirements of the 2360 specification are met.
اقرأ أكثرMnDOT Concrete Pavement; MnDOT Concrete Pavement Rehabilitation; MnDOT PG Binder Guidelines (PDF) 2360 Mix Designation Number Examples (PDF) Pavement Design Information . Warm Mix Asphalt Warm Mix Asphalt – WMA Guidance, April 2016 (PDF) MnROAD Brief Version 1 - June 2009 (PDF) MnROAD Brief Version 2 – September 2011 (PDF)
اقرأ أكثرThe 2020 Standard Specifications for Construction may be ordered by contacting the MDOT Publications Office. Phone: 517-636-0646. Email: [email protected]. To report any errors, contact: Email: [email protected]. Click here to download the current Supplemental Specification for Errata to the 2012 and 2020 Standard ...
اقرأ أكثرDesign asphalt content by weight shall be in accordance to MnDOT 2360 and 3139 (Table 2360-7, Table 3139-2 and Table 3139-3). 2.04 Bituminous tack coat material shall be optional to the contractor as per MnDOT 2357 subject to approval by the buyer. PART 3 – CONSTRUCTION 3.01 Construction shall be in accordance with current MnDOT 2360.
اقرأ أكثرThis report presents the development of a combined smoothness specification for asphalt and concrete pavements and associated training for the certification of ...
اقرأ أكثرTo determine compliance with MnDOT specifications, MnDOT certifies concrete ready-mix plants each year and approves the plant's concrete mix designs. ... RM051 is MnDOT Certified for Paving in 2022. Mix Number Date Approved Date Rescinded; 051-001: 3/21/2016: 3/27/2018: 051-002: 4/9/2016: 3/27/2018: 051-003: 4/9/2016: 6/21/2016: 051-004:
اقرأ أكثرminnesota. department of transportation . st. paul, minnesota. standard . specifications . for. construction . 2014 edition
اقرأ أكثرASPHALT REJUVENATION SPECIFICATION. (REV 11-3-16) ASPHALT REJUVENATION 335-1 Description. The work specified in this section shall consist of furnishing all labor, material, and equipment necessary to perform all operations for the application of an asphalt rejuvenating agent to asphaltic concrete surface courses.
اقرأ أكثرState Construction Pavement Engineer - Rich Hewitt (386) 943-5305. Research Topics. Developmental Specifications (link to Program Management) ; Resources. Specification Information. Asphalt Quick Reference (For Contracts Let after Jan. 2011) (*.pdf, 395kb); LS/DB Asphalt Pay Adjustment System (*.pptx, 68kb) Updated 2/22/17; QCRR - Calculating …
اقرأ أكثرTerry Beaudry, MnDOT Grading & Base, 651-366-5456 Tim Andersen, MnDOT Pavement Design Engineer, 651-366-5455 John Garrity, MnDOT Bituminous Engineer, 651-366-5577
اقرأ أكثرAsphalt Cement Binder is a viscous bituminous liquid that provides the "glue" material that combines with well-graded aggregates to produce an HMA pavement. ... For updated information regarding PG Grading guidelines and specifications, …
اقرأ أكثرThe Marshall Mix Design method specifies an asphalt cement binder content at a density that meets the requirements of minimum stability for calculated traffic conditions. The Marshall Mix Design method was developed by the Mississippi Highway Department in 1939 and was originally used for airfield pavements. Mn/DOT's specification number for ...
اقرأ أكثرThis specification lists the quality requirements for aggregates used for 2118, 2211, and 2221. 3138.2 REQUIREMENTS A General Use aggregate sources meeting the requirements of 1601, "Source of Supply and Quality." Provide certified aggregate materials that have uniform: appearance, texture, moisture content, and performance characteristics.
اقرأ أكثرCold Asphalt Recycling Technologies using Rejuvenating Asphalt Emulsion: Impact, Implementation, Specification. Status: Active Objectives. ... the results of which will be a synthesis of prior and ongoing research including but not limited to the NCHRP 09-58 and MnDOT studies on CIR/CCPR. Based on the literature review the test plan will be ...
اقرأ أكثرMnDOT Standard Specifications for Construction 2020 Volume II - Division II (PDF) The 2020 edition is effective for most projects let on or after Jan. 27, 2022. All project documents submitted for the Jan. 27, 2022 letting, or later lettings, must be in accordance with the 2020 Spec Book. Changes from the 2018 Edition
اقرأ أكثرA2: Your local State Aid District Office can help; in addition, you can contact the Mn/DOT Office of Bituminous Engineering or the Mn/DOT Pavement Design Unit. Design Type Selection. Q3: What bituminous specification (2331, 2340, 2350, 2360, or 2360 Combined Gyratory/Marshall) is most appropriate for my project?
اقرأ أكثرTable 1: CIR Asphalt Mix Design Requirements Design Parameters Requirement Gradation of Reclaimed Asphalt Pavement (RAP): CT 202 1-inch maximum ≤5% passing No. 200 Asphalt Content of RAP: CT 362 or CT 379 or ASTM D 2172 Method B Report Bulk Specific Gravity of Compacted Samples a, b: CT 308, Method C Report
اقرأ أكثرSearch MnDOT.gov; Contact MnDOT; 511 Traveler Service; Know Your Route; News Room; Careers/Jobs; Doing Business; ADA and Accessibility; Disclaimer and Legal; About MnDOT; State of Minnesota; Governor's Site; Minnesota Department of Transportation 395 John Ireland Blvd, St. Paul, MN 55155-1800 651-296-3000 Toll-free 800-657-3774
اقرأ أكثرMnDOT Standard Plan 5-297.432. The type of PAB material (drainable stable base ( DSB), open-graded aggregate base (OGAB), and permeable asphalt stabilized base (PASB)) used for this widened section is optional. Section 630: Turn Lanes . If the turn lanes are expected to carry a high amount of heavy commercial truck traffic, then the turn lane
اقرأ أكثرMinnesota Department of Transportation Inertial Profiler Certification Program. ... Documents and Requirements • Minnesota Standard Specifications for Construction • Specification – 2399 Pavement Surface Smoothness • Class I requirements of ASTM ... Description: Operator procedures for certifying an inertial profiler. Date: January 27 ...
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