Marshall Mix Design. The basic concepts of the Marshall mix design method were originally developed by Bruce Marshall of the Mississippi Highway Department around 1939 and then refined by the U.S. Army. Currently, the Marshall method is used in some capacity by about 38 states. The Marshall method seeks to select the asphalt binder content at a ...

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E v aluation of the Minnesot a Asphalt Mixtures Based on Balanced Mix Design Approach. Hay dar Al-Khayat., Texas A&M Transportation Institute ([email protected]) David E. New comb, Texas A ...

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Concrete Control Technician (CCT): A CCT is responsible for proportioning concrete mixtures to meet project requirements and for making adjustments to the mix design as necessary to provide a concrete mixture of the quality required by specifications. A CCT certification may be obtained through a program conducted by OCAPA.

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Our highly trained and knowledgeable staff allows us the capability to design a wide variety of ODOT-approved asphalt mixes to fulfill your project needs and requirements, including: - #301 Limestone Mix - #448 Type 1 Gravel Mix - #448 Type 2 Gravel Mix. - #412 (#9) Limestone Mix - Cold Mix - SS-1 Tack.

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Development of Special Provision for Mix Design of ed WMA Containing RAP. Volumetric properties of an hot mix asphalt (HMA) mix and a ed warm mix asphalt (WMA) were investigated in this study to examine if there is a need to develop special provisions for designing ed WMA mixes containing reclaimed asphalt pavement (RAP).

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Asphalt Materials - Discussion of production and testing as well as methods for combining aggregates to meet specifications. All pertinent QC/QA AASHTO and ODOT test procedures are covered. New students should successfully complete the Aggregates module before enrolling. Asphalt Mix Design - These modules combine training and certification ...

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Certified Asphalt Technician II ( II) QC/QA specifications require a -II be available to each plant to evaluate mix design verification test results and to recommend necessary field adjustments to bring asphalt mixtures in compliance with specified volumetric requirements.

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It is recommended that ODOT consider adopting the Ideal CT test due to ease of testing and perform this testing on all mix designs submitted for use on ODOT projects. The data should be analyzed to determine what mix factors impact test results and to determine where ODOT mixes fall on the scale of CT Index results.

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3. Once testing is complete, a PDF copy of the new asphalt mix design will be emailed to the approved asphalt mix design lab for review. 4. If a problem is found, notify the Asphalt Branch Manager by email, HMAMixSubmit@odot, within twenty-four hours. Otherwise, the asphalt mix design

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"contractor mix design guidelines for asphalt concrete" february 2019 . page 2 odot tm 313 "compressive strength and mix design of emulsified asphalt mixtures" page 9 odot tm 316 "adding anti-strip additives, lime, or latex polymer to mix design samples" page 12 …

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Overview of Asphalt Concrete Pavement Design •Reference: ODOT Pavement Design Guide, Plate 401-1 •ASPHALT CONCRETE STRUCTURAL COEFFICIENTS (a i) Items 424, 442, 443, 446, 448, 826, 857, 859, 874 – AC Surface 0.43 Items 442, 443, 446, 448, 826, 857 – AC Intermed. 0.43 Items 301, 302 AC Base Course. 0.36

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IMPLEMENT BALANCED ASPHALT MIX DESIGN IN OKLAHOMA (FHWA-OK-19-01 2305) View/ Open. FHWA-OK-19-01 2305 Cross.pdf (1.170Mb) Date 2019-08. Author. Cross, Stephen A. Li, Joshua. Metadata Show full item record. Abstract. The objective of this study was to evaluate selected ODOT mixtures to assist with determining test procedures, specifications and ...

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The purpose of this manual is to bring all the information together in one document, reduce the selection of design variables to those most appropriate for the State of Ohio, to document Ohio's interpretation of various policies and to include design criteria which may be unique to Ohio. OHGO: Real-Time Traffic and Road Status Information. Know ...

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The original Superpave mix design software was built around Fox Database and did not meet ODOT requirements. The software currently being used by ODOT is implemented using two Microsoft Excel® files to create asphalt mix designs and is customized for ODOT use. However, the implementation is inefficient and cumbersome to maintain.

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processed, separated, and stockpiled, the Contractor shall formulate a mix design which meets all of the specified design criteria. The mix design shall be submitted to the Resident Engineer. The Resident Engineer will submit the mix design to either a Regional Lab or the Central Lab for their review.

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Department of Transportation (ODOT) must be approved by ODOT prior to incorporation into a set of construction plans. Those Agencies, Municipalities, or Consultants seeking pavement design buildup or approval from ODOT should make the request through the appropriate ODOT District Office.

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Asphalt Cement d, % of mix mass $ 3.9 $ 4.3 $ 4.8 $ 5.3 $ 5.8 Performance grade asphalt cement eeeee a Table 708:6 reflects the sieve size boundaries for design and JMF purposes. After the design is established, the JMF will designate combined aggregate sieve …

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Implement Balanced Asphalt Mix Design in Oklahoma, Oklahoma Department of Transportation (ODOT), 2017-2019. Developing Standard Definitions for Comparable Pavement Cracking Data, NCHRP Project 01-57A, Transportation Research Board (TRB), 2017-2019.

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Alternatively, an existing agency-approved mix design can be used. The mix design at OBC is then tested with the selected mixture rutting and cracking tests. If the mix design fails the rutting and/or cracking test criteria, the entire mix design is repeated using different materials (e.g., aggregates, asphalt binders, recycled

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The JMF proposed for use on the project will be evaluated based on the criteria identified in 00745.13(b) and 00745.13(c) and the latest ODOT Contractor Mix Design Guidelines for Asphalt Concrete. For all mixes, complete TSR testing at least once per calendar year on mix from the first week of production of that JMF for that year.

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3 Traffic Conditions* • Normal, fast moving PG 64-22 Traffic • Heavy, fast moving PG 70-22M Traffic • High Stress PG 76-22M, Traffic PG 88-22M Recommended Asphalt Binders *Applicable to pavements exposed to heavy vehicles (i.e. truck traffic)

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Model. In the following model, the Form 93-E0 (represented by the green colored indicator) that is submitted to ODOT, represents either a signed Form 93-E0.1 (Preferred) or a signed Form 93-E0. As a final step, ODOT will distribute a Form 93-E0.2, which shows that a signed copy of either Form 93-E0.1 or Form 93-E0 is on file.

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Abstract Reflective cracking due to shrinkage and brittleness in asphalt pavements can seriously degrade an asphalt overlay before it is near its design life. ... (ODOT) installed a test ... D-Mix asphalt concrete at a minimum temperature of 140° C was placed …

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He and a research team has been investigating asphalt mix overlay alternatives for low volume roads—those with around 500 vehicles per day. Existing options in Ohio range from chip sealing to full-depth reclamation (FDR). Abbas shared that Ohio Department of Transportation (ODOT) research has shown chip seal treatments are generally not ...

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Due to market volatility in asphalt material, contracted parties may request a price adjustment when the Oklahoma Department of Transportation Monthly Asphalt Binder Price Index fluctuates by three percent (3%) or more. Refer to ODOT subsection 709.12 – Price Adjustment for Asphalt Price Binder.

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This video has been developed for educational and training purposes only, and is not intended to depict actual lab procedures or processes as employed by the...

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Research on mix properties and modifications to plant equipment were quickly done in response to the asphalt shortages at that time, and within a few years, recycling became a commonplace practice. Top 10 benefits of using RAP. Reduces cost and bid prices of hot mix asphalt materials. Reduce consumption of our natural resource supply.

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and Porous Asphalt Concrete(PAC). For projects under an ODOT contract, the proposed mix design is submitted to the ODOT Project Manager. The ODOT Project Manager forwards the mix design to the PQME to conduct a review of the design. 1.2 This document, along with the Supplemental Test Procedures for ACP and EAC, establishes

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in the Special Conditions. A new job-mix design will be performed if materials sources are changed during the project. B. Asphalt Testing Schedule: 1. General. The following testing will be required on asphalt mixes produced under these specifications. 2. Job-Mix Design. The Contractor shall provide the City with a complete job-mix

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If required to perform the mix design or quality control, provide a laboratory and personnel meeting the requirements of ODOT Supplement 1041 to perform mix design and quality control tests. Calibrate asphalt content nuclear gauges according to ODOT Supplement 1043 using personnel with a Level 1 rating according to ODOT Supplement 1041. Mix

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