NCAT Offers Cold Recycle Mix Design | AsphaltPro Magazine

In , NCAT used this mix design approach for the construction of one CIR and one CCPR test section on US280 in Lee County, Alabama. Both sections have a 4-inch cold recycled layer and a 1-inch Superpave mix overlay. For the CIR mix, the foamed asphalt content was 1.8 percent and the total water content was 4.9 percent.

Duval Asphalt | Jacksonville Asphalt Company

Jan 20,  · Our family of employees has brought the right mix of experience to each asphalt project for Over 50 Years! Service. From asphalt manufacturing to paving, sealcoat to asphalt repair, we are the source for all your pavement needs. Project Gallery. SR 5 / US 1 Construction

PDF Arizona Pavements and Materials Conference - November 14

Superpave mix design was developed as part of the Strategic Highway Research Program (SHRP) from 1987 to 1993. The objective of the Asphalt Research Program was to develop a performance-based asphalt binder specification, a performance-based asphalt mixture specification and a mix design system.

Mobile Asphalt Plant | Asphalt Plant Design | Supply of

Mobile asphalt batch mixing plant. Capacity: 60-160t/h. Popular models: ALYQ60, ALYQ80, ALYQ120, ALYQ160. Features: flexible production, high level of quality in the finished product. Mobile asphalt batch mix plant produces hot mix asphalt in a series of batches. Typically every 45-60 seconds a batch is completed.


affects the variations in asphalt mix properties is the aggregate crushing operation. Careful attention to this mix design is complete and meets the requirements shown in the specifications. This includes checking for an approved testing lab, the test results on aggregates and the mix itself, a list of material sources and suppliers,

Minnesota LTAP | Topics: Hot Mix Asphalt Frequently Asked

A5: The LV or MV Marshall design mixes are good choices for driveway or parking lot paving. If gyratory design is utilized, Traffic Level 2 or 3 would be the appropriate choice. Asphalt binder grade PG 64-22 utilized with these mixtures provides a durable surface. Q6: Should I allow the use of Recycled Asphalt Pavement (RAP) in my mixtures?

Emulsion Mix Design Methods: An Overview

In the latter part of 1979, the Asphalt Institute began two comprehensive studies of EAM design procedures. The first is an in-house project funded by the Asphalt Institute. The following specific tasks are included: 1. Investigate the use of a range of emulsion contents for preparing trial mix specimens based on residual asphalt


MIX DESIGNATION NUMBERS for BITUMINOUS MIXTURES (2360) Mixture designations for asphalt mixtures contain the following information: (1) The first two letters indicate the mixture design type: SP = Gyratory Mixture Design LV = Marshall Mixture Design - Low Volume, 50 blow MV = Marshall Mixture Design - Medium Volume, 50 blow

PDF Balanced Mix Design (BMD) for Asphalt Mixtures

Surface sand mix: 100% passing No. 10, 15% passing No. 200, 9 to 14% asphalt •Asphaltic concrete for lower layers, VMA terminology used, 2.2% more VMA than current day mixes or ~0.9% higher binder conten t

Washington Asphalt Pavement Association

Plastics in Asphalt – Current State of Practice. Posted by Dave Gent on Feb 15, 2021. The asphalt industry has a long history of using greenhouse gas reducing materials such as reclaimed asphalt pavement, recycled tire rubber, and more to build ever more sustainable roads.


any Asphalt Paving mixture. Note; Mix designs containing RAP/ RAS are prepared in a lab using the per cents of RAP/RAS materials intended to be used in production and meet the same mix design criteria as a mix design prepared using all materials. 402.09 Acceptance of Mixtures

PDF Asphalt Concrete Mix Design - KSU

Marshall Mix Design • Select and test aggregate • Select and test asphalt cement - Establish mixing and compaction temperatures • Develop trial blends - Heat and mix asphalt cement and aggregates -Compact specimen (102 mm diameter) bit. = 4% 4.5% bit. = 5% bit. = 5.5% (Just an example) bit. = 6%


Calculate the percent voids filled with asphalt in the compacted mixture. (VFA) 2.12. Calculate the limiting asphalt content at the tentative design asphalt content. (P'b max) 2.13. Calculate the Bearing Capacity for each asphalt content. 3. Equations.

PDF Mix Design Procedure for Open Graded Friction Course

4. Heat the asphalt binder to the mixing temperature. 5. Combine the aggregate and asphalt binder at the selected asphalt content for each sample and mix until thoroughly coated. Include fibers if used. 6. After mixing, age the loose mix for 2 hour per R30. 7. Compact two specimens at 50 gyrations for each of the trial batches. 8.

History of asphalt mix design in North America, Part 2

This is the second of two articles on the history of mix design. The first article covering the early design practices through the Marshall and Hveem systems was published in the spring issue of "Asphalt" magazine. Superpave mix design was developed as part of the Strategic Highway Research Program (SHRP) from 1987 to 1993.

PDF Policy for Asphalt Mix Designs Approved for Projects

Asphalt Mix Design Policy Rev 07/07/ . Request for Transfer. Transfer requests are usually processed within three days of the request for an approved asphalt mix design. Transfer requests included with a new asphalt mix design will be processed after the new mix design is approved. Other items related to transfer requests are listed below. 1.