Hot Mix Asphalt AV-8 Optimum binder content for asphalt AV-9 Marshall test AV-10 Binder content / Moisture content AV-11 Static creep test / Immersion index AV-12 Rice's density and binder absorption/Bulk relative density and voids Bitumen Rubber AV-13 Ball penetration and resilience test / Dynamic viscosity

4-3901B Rubberized Hot Mix Asphalt Rubberized hot mix asphalt (RHMA) is produced by mixing asphalt rubber and aggregate. Asphalt rubber is specified to include 18-22 percent rumb c rubber modifier (CRM) by total mass of the asphalt rubber blend. The CRM must also include 25 percent

asphalt rubber hot mix. The mix design shall conform to the mix design requirements as shown in Table 419-2. Asphalt rubber concrete mix design will be performed in accordance with AASHTO T-245 (modified), test specimens compacted at 295+/- 5ºF.,

Reasons for coupling warm mix asphalt with rubberized asphalt. The vast majority of highways and roads are constructed with hot mix asphalt (HMA). It is a consensus that the temperatures for the production of HMA, including manufacturing, transport and laying, should be roughly above 140 °C (Hurley and Prowell, 2006).

Asphalt-rubber is a mixture of hot asphalt binder and crumb rubber manufactured from scrap or waste tires. Asphalt-rubber contains visible particles of scrap tire rubber. This guide focuses on asphalt-rubber as defined by the American Society of Testing and Materials (ASTM) D-8.

KDOT's previous experience with asphalt rubber dates back to five experimental stress-absorbing membrane interlayer (SAMI) projects constructed in 1977, 1978, and 1979. SAMI consists of an asphalt rubber seal coat followed by a hot mix overlay. Stress­ absorbing membrane (SAM) is an asphalt rubber seal coat left as the wearing surface.

Contribution of Leachate from Rubberized Hot Mix Asphalt to Zinc Loading in Roadway Stormwater Runoff iv Table of Tables Table 1: A summary of sources for tire tread zinc content (CASQA 2014)..... 12 Table 2: Crumb rubber size, density, and zinc content from 16 different crumb rubber

Estimate the volume of asphalt needed, using geometrical formulas and plans or measurements, including width, length, and depth (thickness). Estimate the density of the hotmix to be used. Standard density for asphalt is 145 lb/ft 3 (2322 kg/m 3 ). Multiply the volume by the density …

The asphalt-rubber binder is field blended (at the hot mix plant) and requires specialized mobile mixing equipment to produce. Typical crumb rubber modifier (CRM) content for asphalt-rubber ranges from 18-22 percent. The crumb rubber modifier used in asphalt-rubber is in the 10-16 mesh range.

Rubberized asphalt is a hot-mixed asphalt pavement containing crumb rubber. The crumb rubber serves as a "modifier" of the liquid asphalt. It's addition gives the liquid asphalt greater viscosity (resistance to flow) and improves other properties which resist …

PROJECT ID NO. SPECIAL PROVISIONS SECTION R - ROADWAY The following Special Provisions supplement and amend the Standard Specifications for Public Works Construction, 2015 Edition.

Keep in mind that density is a relative term, compared to a target density of either lab compacted mix, a maximum theoretical density, or a control strip density. Procedures for using the three methods are spelled out on Page 7-17 to 7-21 of the new MS-22 and Page 241 of the old MS-22.

Rubber tires (if applicable) are inflated to within +/- 34.5 kPa (+/- 5 psi). ... Thin Hot-Mix Asphalt Overlay 12 ... Lack of in-place density: 1. The aggregate gradation may be outside of the target gradation. 2. Asphalt content may be too low. 3. Roller pattern or the frequency or

Hot Mix Asphalt Concrete Density, Bulk Specific Gravity, and Permeability John P. Zaniewski, Ph.D. Yu Yan Asphalt Technology Program Department of Civil and Environmental Engineering Morgantown, West ia 2/1/2013

HOT MIX ASPHALT FOR INTERSECTIONS IN HOT CLIMATES Prithvi S. Kandhal, Rajib B. Mallick, and Elton R. Brown INTRODUCTION Rutting of hot mix asphalt (HMA) pavements at intersections is a common problem. Although the problem exists in both cold and hot climates, it is more common and serious in hot climates.

89-03: Investigation and Evaluation of Ground Tire Rubber in Hot Mix Asphalt F.L. Roberts, P.S. Kandhal, E.R. Brown & R.L. Dunning Download: Full Report 89-02: A Study of In-Place Rutting of Asphalt Pavements E.R. Brown & S.A. Cross Download: Full Report

Rubber has also been used as an asphalt modifier in road pavement. The effects of high density polyethylene and crumb rubber powder on the properties of hot mix asphalt were investigated. In this investigation high density polyethylene and crumb rubber powder are using as additions to bitumen in asphalt mix.

Concrete, Asphalt weighs 2.243 gram per cubic centimeter or 2 243 kilogram per cubic meter, i.e. density of concrete, Asphalt is equal to 2 243 kg/m³. In Imperial or US customary measurement system, the density is equal to 140.0259 pound per cubic foot [lb/ft³], or 1.2965 ounce per cubic inch [oz/inch³] . Density of Concrete, Asphalt in a ...

3/01/2017 ASPHALT RUBBERIZED HOT MIX – Page 2 of 9 SDS #3239-064 Storage Store in a well ventilated place. Disposal Dispose of contents/container in accordance with all local, regional, national, and international regulations. Supplemental information:

Asphalt Rubber Hot Mix RAP = Reclaimed Asphalt Pavement RAS = Recycled Asphalt Shingles WMA = Warm Mix Asphalt . Definitions ... Average Density: 93% RICE . Questions? Title: The Rubber Plants Author: Kyle Moore Created Date: 6/19/2013 12:59:12 PM ...

Warm Mix Asphalt (WMA) means warm mixed, warm laid asphaltic concrete produced using technologies that allow for the mixing, handling, and compaction of the asphalt concrete mixture at a temperature typically 20 to 50 °C lower than conventional hot mix asphalt.

Density of In-Place Hot Mix Asphalt (HMA) Pavement by Electronic Surface Contact Devices . FOP for AASHTO T 343 . Scope . This procedure covers the in-place density determination of Hot Mix Asphalt (HMA) in accordance with AASHTO T343 using an electronic surface contact device / gauge. This field operating procedure is derived from AASHTO T343.

to achieve adequate density during the placement of hot mix asphalt concrete. The report has been divided into five parts as follows: 1. Basic concepts of compaction 2. Relationship of compaction to expected performance of HMAC 3. Factors influencing compaction of HMAC 4. Compaction …

Note 2 One hot mix asphalt inspector at the plant, one at the site of placement performing density testing, one additional at the site of placement, and a fourth where the contractor deems necessary. Note 3 The contractor must provide a qualified sampler to pull the engineer'sverification samples of hot mix asphalt and density cores.

Production of rubberized hot mix asphalt at laboratory scale. In the manufacture of rubberized hot mix asphalt, it was designed to use Asphatic Concrete (AC) Wearing in accordance to General Specification of Directorate General of Highway 2010 Revision 3 as asphalt concrete layer.

Oct. 28, 2016. 2,146 views. Presentation by Jack Van Kir,, Director of Asphalt Technology, George Reed Inc. on best practices for Rubberized Hot Mix Asphalt (RHMA) Mix Design. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif. California Asphalt Pavement Association.

Mix designs for Type A, Type B, Open Graded, and ARHM must meet all of the requirements of Section 39-1.03B, "Hot Mix Asphalt Mix Design", of the State Specifications. The Contractor must submit a job mix formula and mix design to the Agency for approval.

Hot mix asphalt (HMA) pavement refers to the bound layers of a flexible pavement structure. Asphalt pavement material is a precisely engineered product composed of about 95 percent stone, sand, and gravel by weight, and about 5 percent asphalt cement, a petroleum product. Asphalt cement acts as the glue to hold the pavement together.

Hot Mix Asphalt Miscellaneous means HMA that is placed in areas other than the roadway, as specified in the Contract Documents. Hot Mix Asphalt Padding means an HMA layer used for correcting crossfall and profile deficiencies in the existing pavement before placing the levelling, binder, or surface course.

Asphalt Mixtures Calculator. Enter the width, length and thickness, then hit the "Calculate" button to calculate your estimate. You may also revise the default density value of 145 lbs/cubic ft. Actual densities may vary depending on the components of the mix.

HOT-MIX ASPHALT PAVING HANDBOOK 2000. FIGURE 13-1 Typical end-dump truck. FIGURE 13-3 Material pickup machine. of variable thickness, than for courses whose thickness is more constant. Control of the amount of HMA discharged from a bottom-dump truck is based on the width of the gate opening under the truck and the speed of the truck. The

Standard asphalt density is 145lbs/ft3 or 2322kg/m3. The asphalt unit weight is 2243 per cubic meter. Therefore 2.4 ton of asphalt = 1 cubic meter. 1 cubic yard of hot asphalt mix weighs 2.025 tons or 4050 lbs. These measurements are an approximation and therefore when you are ordering the quantity ensure that you add more asphalt …

•Prepare 1000 g of mix, cool at room temp for 24 ± 2 hrs •Bring oil bath to between 325 and 350oF •Obtain a 200 g representative sample of the mix •Fill 2000 mL beaker about halfway with distilled water and heat to boiling •Add mix sample to beaker, maintain boil for 10 m ± 30 s •Remove beaker and skim asphalt from water surface

1" or 25.4 mm thick = 48 SqM. 2" or 50.8 mm thick = 24 SqM. 4" or 101.6 mm thick = 12 SqM. 3. How much is a ton of asphalt / Hot Mix? Price: Hotmix $175.00 ton + GST. Polymer + rubber hotmix $185.00 ton + GST ( add $10.00 extra per ton on the base price) 4.

July 24, 2013 Planning Meet at District 6, Florence: One lane is control using standard asphalt and 0.38A PG 76-22 (interstate grade) Superpave 0.38 spec. Both 6.0% base asphalt, 5.0-5.2% liquid with 20% RAP Other lane is same as above plus 14% ground tire rubber with passing #30 size

The normal target in-place density on a "dense" hot-mix asphalt pavement is 92 to 93 percent of Gmm (or 7 to 8 percent air voids). If a pavement has low density (usually defined as less than 92 percent of Gmm), the air voids are interconnected and premature pavement distresses can result.

Hot Mix Asphalt Concrete Density, Bulk Specific Gravity, and Permeability. Yu Yan . Thesis submitted to the Benjamin M. Statler College of Engineering and Mineral Resources at West ia University in partial fulfillment of the requirements for the degree of .