Asphalt Testing Solutions & Engineering

ATS Jacksonville Officially US Army Corps of Engineers Validated Laboratory for Asphalt Materials Testing

Asphalt Testing Solutions & Engineering (ATS) is pleased to announce it is officially a United States Army Corps of Engineers (USACE) Validated Laboratory for construction material testing! This means ATS is equipped, staffed and qualified to perform asphalt materials testing for the USACE, just as it is for asphalt contractors.  ATS is an accredited asphalt lab, and the USACE certification states that ATS “has demonstrated, by abbreviated audit of its AASHTO accreditation, or by inspection of required records, equipment, procedures, facilities and/or final reports, its proficiency to perform testing of construction materials, as established by the quality standards of AASHTO R18 guidance and the requirements of the applicable ASTM standards.

ATS is validated to perform the following test methods for USACE:

AggregateC 29 – Opt – Unit Weight and Voids in Aggregate
AggregateD 75 – Opt – Sampling
AggregateC 117 – Req – Material Finer than 75 µm (No. 200) Sieve
AggregateC 127 – Req – Specific Gravity & Absorption in Coarse Aggregates
AggregateC 128 – Req – Specific Gravity & Absorption in Fine Aggregates
AggregateC 131 – Opt – Los Angelas Abrasion Resistance on Small-Size Course Aggregates
AggregateC 136 – Req – Sieve Analysis of Aggregates
AggregateC 142 – Opt – Clay Lumps
AggregateE 329 – Opt – Standard Specification for Agencies Engaged in Construction Inspection, Testing or Special Inspection
AggregateC 535 – Opt – Los Angelas Abrasion Resistance on Large Size Course Aggregates
AggregateD 546 – Opt – Sieve Analysis of Mineral Filler
AggregateC 566 – Opt – Total Moisture Content
AggregateC 702 – Opt – Reducing Samples to Testing Size
AggregateC 1252 – Opt – Uncompacted Void Content of Fine Aggregate (as influenced by particle shape, surface texture and grading)
AggregateD 2419 – Opt – Sand Equivalent Value
AggregateD 3666 – Opt – Minimum Requirements for Agencies Testing and Inspecting Road and Paving
AggregateD 4791 – Opt – Flat and Elongated Particles in Coarse Aggregate
AggregateD 5821 – Opt – Percentage of Fractured Particles in Coarse Aggregate
BituminousE 329 – Opt – Standard Specification for Agencies Engaged in Construction Inspection, Testing or Special Inspection
BituminousD 979 – Req – Sampling Bituminous Paving Mixtures
BituminousD 2041 – Req – Theoretical Maximum Specific Gravity & Density (Rice)
BituminousD 2171 – Req – Viscosity by Vacuum Capillary Viscometer
BituminousD 2172 – Req – Quantitative Extraction
BituminousD 2726 – Req – Bulk Specific Gravity and Density
BituminousD 3203 – Req – Percent Air Voids
BituminousD 3549 – Opt – Thickness or Height of Compacted Asphalt Mixture Specimens
BituminousD 3663 – Req – Random Sampling of Construction Materials
BituminousD 3666 – Opt – Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
BituminousD 4402 – Opt – Viscosity Determination of Asphalt at Elevated Temps Using Rotational Viscometer
BituminousD 4867 – Req – Effect of Moisture
BituminousD 5404 – Req – Asphalt Recovery by Rotary Evaporator
BituminousD 5444 – Req – Mechanical Sieve Analysis of Extracted Aggregate
BituminousD 6307 – Req – Asphalt Content of Hot-Mix Asphalt by Ignition Method
BituminousD 6390 – Opt – Determination of Draindown Characteristics in Uncompacted Asphalt Mixture
BituminousD 6752 – Opt – Bulk Specific Gravity and Density of Comp Asphalt – Automatic Vacuum Sealing
BituminousD 6925 – Req – Relative Density of Asphalts by Superpave Gyratory Compactor
BituminousD 6926 – Req – Preparation of Bituminous Specimens Using Marshall
BituminousD 6927 – Req – Marshall Stability and Flow of Bituminous Mixtures
BituminousD 6931 – Opt – Indirect Tensile (IDT) Strength of Asphalt Mixtures
BituminousD 7175 – Opt – Determining Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer
BituminousD 7405 – Opt – Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using Dynamic Shear Rheometer
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