POROUS ASPHALT MIX DESIGN Department of Ecology Statewide LID Training Program October 20, 2014 15 • Air Voids 16-25% (ASTM D3203) • Drain Down-ASTM D6390-05, 0.3% maximum @ 15° above design mix temperature • ODOT has alternate ODOT TM 318 Drain Down Test-subjective – Consider adding fiber to mix design

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.

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

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 …

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)

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

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.

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.

Lab Name: Wildish Standard Paving Certified Mix Design Technician: Tom Bosworth Mix Producer: Wildish Sand & Gravel Asphalt Supplier: McCall Asphalt Grade: PG64-22 Contractor Mix Design No.: 2013L312 Transferred from Lab No.: 13-MD0104 JMF updated for 2018. Stockpile Information Stockpile Size Stockpile Source Stockpile Percentage Bulk Specific ...

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.

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, [email protected], within twenty-four hours. Otherwise, the asphalt mix design

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 ...

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

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.

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 ...

We have an ODOT specified 1/2" Open-Graded (Porous) asphalt mix design that is working very well. Production scheduling can be difficult, so plan ahead. Warm-Mix. Warm-Mix Asphalt (WMA) is the latest and greatest breakthrough in paving.

Hot-Mix Asphalt Mix Design. Desired Properties of HMA Current mix design procedures are empirical, is a combination of art and science, the existing mix design has a long history of acceptable value • The desirable mix properties are: o Stability o Durability o Flexibility o Fatigue resistance o Skid resistance o Impermeability o workability Desired Properties of HMA • Stability o Is the ...

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 ...

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

"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 …

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...

It is designed to give the participants a working knowledge of the principles associated with asphalt concrete volumetric mix design. On the final day of the course, students will have the opportunity to take the ODOT examination for Level 3 Asphalt Concrete Technician approval.

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 …

• "Asphalt mix design using performance tests on appropriately conditioned . specimens that address multiple m odes of distress taking into consideration . ... (ODOT) in 2018. Control projects ...

ODOT TM 319 to establish the asphalt content, material specific gravities, and gradation. Develop mixture designs according to the ODOT Contractor Mix Design Guidelines for Asphalt Concrete. Blend the RAS or RAM with new Aggregate to provide a mixture conforming to …

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

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.

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.

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.

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.