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Whether you're processing stone, sand, gravel, recycled concrete and asphalt, or industrial byproducts, you need the right tools to segregate, crush, wash, screen, stockpile, and weigh your aggregates.

Amaco is the longest serving aggregate equipment dealer in Ontario and for good reason. We have been supplying road builders, paving companies, recycling companies, steel mills, mining companies, and other producers since 1983. We have decades of experience with our manufacturer partners, and we will consult with you to find the best solutions for your needs.

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We represent Kolberg-Pioneer Inc., Johnson Crushers International, and Astec Mobile Screens, divisions of Astec Industries' Aggregate and Mining Group and leading manufacturers for aggregate suppliers throughout North America. Whether you need jaw, cone, or other types of crushers and screening systems, they have the right tools for the job.

After you’ve crushed and screened aggregate, measuring output is ideal for quality and volume control. When it comes to tracking your production, Tecweigh has industrial belt scales, volumetric and gravimetric feeders, along with control gates, processors, and customized systems for your specific needs.

We provide equipment for every step in the process.

To discuss the right aggregate crushing and screening equipment for your needs, contact us.

For Your Crushing and Screening Equipment Needs Amaco Recommends

Contact us for any equipment inquiries

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In-stock Machinery

1035 Parkway Avenue, PO Box 600, Trenton, New Jersey 08625

± 0.25 Asphalt binder, % (AASHTO T 308 or T 164) ± 0.15 Asphalt binder, % (Section 990, NJDOT B-5) 403.04 Equipment. THE ENTIRE SUBSECTION TEXT IS CHANGED TO: The equipment shall be as provided in section 404 except that OGFC and MOGFC mixes shall be transported


Standard Construction Specifications Division 40 – Asphalt Surfacing Revised 11/08 ... AASHTO M-208 Specification for Cationic Emulsified Asphalt AASHTO M-226 Viscosity Graded Asphalt Cement - Table Three (3) ... AASHTO T-164 Test for Quantitative Extraction of Bitumen*

TECHNICAL SPECIFICATION Lakeside Industries EZ Street® Cold Asphalt

TECHNICAL SPECIFICATION Lakeside Industries EZ Street® Cold Asphalt Patching Material GENERAL DESCRIPTION: This bituminous pasdatching mix is designed to be applied in the ambient temperature range of 20o (degrees) to 100o F. The mixture will

CL2015-19 Illinois Flexibility Index Test

Mix Design Testing. Add the following referenced AASHTO, ASTM and Illinois standards in Article 1030.04 of the Standard Specifications: IL Modified AASHTO T 324 Hamburg Wheel Test . IL Modified AASHTO T 283 Tensile Strength Test . Illinois Test Procedure (ITP) 405 Illinois Flexibility Index Test (I-FIT) (see attached)

Objectives AASHTO Specifications for 4.75 mm Mixes

Southeast Asphalt User Producer Group Nashville, TN December 13, 2005 Participating States Baseline Mixes 4.75 mm Pooled Fund Study Objectives • Validate or refine AASHTO mix design criteria. • Provide guidelines for applications. • Provide guidelines for production and construction. AASHTO Specifications for 4.75 mm Mixes Background ...

1.2 This practice may involve hazardous materials, operations

5.5.1 Determine the gradation of the cold-feed aggregate samples in accordance with AASHTO T 27 and T11 5.5.2 Determine the asphalt content and combined aggregate gradation of the HMA samples in accordance with AASHTO T 164 or T 308 and AASHTO T 30 respectively. 5.5.3 Determine the maximum specific gravity and maximum density of the HMA samples ...

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Developing a Laboratory Protocol for Asphalt Binder Recovery

DEVELOPING A LABORATORY PROTOCOL FOR ASPHALT BINDER RECOVERY Stacey D. Diefenderfer, Ph.D., P.E. Senior Research Scientist INTRODUCTION The extraction and recovery of asphalt binders from asphalt mixtures is a relatively common laboratory procedure and is used to provide material for research and quality assurance testing.

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Effective October 2019

AASHTO T 209 Standard Method of Test for Theoretical Maximum Specific Gravity and Density of Hot Mix Asphalt (HMA) AASHTO T 228 Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials AASHTO T 245 Standard Method of Test for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus


3. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) 4. AASHTO T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures 5. AASHTO T 287, Asphalt Binder Content of Asphalt Mixtures by the Nuclear Method 6. AASHTO T 305, Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures 7.

Status of AASHTO Materials Standards and Test Methods—August 2017

Status of AASHTO Materials Standards and Test Methods—August 2017 This document shows all materials specifications, practices, and test methods that have been published as part of the AASHTO Standard Specifications for Transportation Materials and Methods of Sampling and Testing from its first publication in 1931 through the most recent edition.

Asphalt Paving Specifications - El Paso County Public Works

should not exceed percent of the aggregate25 If the percent of aggregate passing the #4 sieve is . greater than 10percent by weight of the individual aggregate sample, plasticity will be determined in accordance with AASHTO T 90. The gradation of the aggregates used in the mixture shall meet the


ASPHALT WAQTC / IDAHO AASHTO T 30 MECHANICAL ANALYSIS OF EXTRACTED AGGREGATE . FOP FOR AASHTO T 30 (10) Scope . This procedure covers mechanical analysis of aggregate recovered from bituminous mix samples in accordance with AASHTO T 30. This FOP utilizes the aggregate recovered from the ignition oven used in AASHTO T 308.

SPECIAL SPECIFICATION 3089 Emulsion Treatment (Road Mixed)

2004 Specifications CSJ 0025-02-164 SPECIAL SPECIFICATION 3089 Emulsion Treatment (Road Mixed) 1. Description. Mix and compact emulsion, additives, water, and base with or without asphalt concrete pavement, in the roadway. 2. Materials. Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications.

S-6.2.1 Anti-Stripping Agent $OOELWXPLQRXVPL

AASHTO T 283-03 The index of retained strength must be greater than 80 percent as determined by AASHTO T 283-03 (using a 4 inch nominal size mold). Specimens shall be conditioned by freezing and thawing. When the index of retained strength is less than 80 the amount of anti strip may have to be adjusted.

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AASHTO T 164 : Standard Method of Test for Quantitative

These methods cover the quantitative determination of asphalt binder in hot mix asphalt (HMA) and HMA pavement samples. Aggregate obtained by these methods may be used for sieve analysis using T 30. The values stated in SI units are to be regarded as the standard. This standard may involve hazardous materials, operations, and equipment.


gradation requirements, when tested in accordance with AASHTO T-11 and T-27. Blotter Gradation Sieve Size Percent Passing ⅜” 100 No. 4 80 - 100 No. 16 40 - 80 No. 200 0 – 10 If lime water is used, the contractor shall submit the method of application and equipment for approval.

Correction Factors for Hot Mix Asphalt (HMA) Containing

FLH Addendum to AASHTO T 308 Standard Method of Test for Correction Factors for Hot Mix Asphalt (HMA) Containing Recycled Asphalt Pavement (RAP) by the Ignition Method . FLH Designation: Addendum T 308 . A1. ASPHALT BINDER AND AGGREGATE A1.1. Asphalt binder content results may be affected by the type of virgin aggregate and RAP material in

Import Data and Price of chromite sand under HS Code 2610

View detailed Import data, price, monthly trends, major importing countries, major ports of chromite sand under HS Code 2610

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Proline Cold Asphalt Specifications and Testing

The liquid asphalt component used shall be polymer modified PG 64-22 ProLine ® blend and be capable of passing AASHTO T-182 as modified herein. AGGREGATE The gradation should comply with the following limits except in the case where other studied and approved aggregates are required by the agency and approved by ProLine ® producer.

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8. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Item 2) – 29 affirmative/0 negative/4 not returned 9. AASHTO T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Item 3) – 29 affirmative/0 negative/4 …


Page 1 CITY OF FARGO SPECIFICATIONS REVISED 2015 CITY OF FARGO SPECIFICATIONS ASPHALT PAVING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material, accessories, and plant necessary to complete the asphalt paving of


accordance with AASHTO T 305. Open graded mixtures may incorporate recycled materials and fibers. The recycled materials shall be in accordance with 401.06, and the fiber type and minimum dosage rate shall be in accordance with AASHTO M 325. The binder for mixtures mayopen graded have the upper temperature 100 classification reduced by 6°C from the specified binder grade if fibers are incorporated into the mixture or if 3.0% reclaimed asphalt shingles by weight of the total mixture is used.

2020 SBM Remax 200 Track Mount Impact Recycler – 000970

SAVE 40% ON FUEL with the diesel-electric drive 2020 SBM Remax 200 Portable Track Mount Impact Crusher. Weighing only 27,500 KG., all drive components are electrically driven from the Tier 5 Cummins on-plant diesel-genset. This closed circuit plant uses a large 1.2 m x 2.5 m single deck screen to recirculate over size material back […]

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