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AECOM

NVLAP Lab Code: 100191-0


Address and Contact Information:

750 Corporate Woods Parkway
Vernon Hills, IL 60061
Contact: Mr. William P. Quinn
Phone: 847-279-2500
Fax: 847-279-2510
E-Mail: bill.quinn@aecom.com
Send E-Mail to Laboratory: AECOM
URL: http://www.aecom.com

NVLAP Accreditation Information

Listed below is the scope of accreditation for this laboratory as of February 27, 2009. For additional information, contact NVLAP at (301) 975-4016.

Send E-Mail to NVLAP at: NVLAP@nist.gov


Construction Materials Testing

Accreditation Valid From: January 1, 2009 Through: December 31, 2009

  • Aggregates

[02/A03] ASTM C29
Unit Weight and Voids in Aggregates

[02/A04] ASTM C40
Organic Impurities in Fine Aggregate

[02/A06] ASTM C88
Soundness of Aggregates by Use of Sodium Sulfate

[02/A07] ASTM C117
Materials Finer than No. 200 Sieve in Mineral Aggregates by Washing

[02/A08] ASTM C123
Lightweight Pieces in Aggregate

[02/A09] ASTM C127
Specific Gravity and Absorption of Coarse Aggregate

[02/A10] ASTM C128
Specific Gravity and Absorption of Fine Aggregate

[02/A11] ASTM C131
Resistance to Degradation of Small-Size Coarse Aggregate in the Los Angeles Machine

[02/A12] ASTM C136
Sieve Analysis of Fine and Coarse Aggregates

[02/A13] ASTM C142
Clay Lumps and Friable Particles in Aggregates

[02/A44] ASTM C566
Total Moisture Content of Aggregate by Drying

[02/A46] ASTM C535
Resistance to Degradation of Large-Size Coarse Aggregate in the Los Angeles Machine

  • Cement

[02/A17] ASTM C109
Compressive Strength of Hydraulic Cement

[02/A20] ASTM C151
Autoclave Expansion of Portland Cement

[02/A51] ASTM C780 (Annex A7)
Compressive Strength of Molded Masonry Mortar Cylinders and Cubes

[02/A52] ASTM C1019
Sampling and Testing Grout

  • Concrete

[02/A01] ASTM C39
Compressive Strength of Cylindrical Specimens

[02/A02] ASTM C617
Capping Cylindrical Specimens

[02/A40] ASTM C78
Flexural Strength of Concrete Simple Beam with Third Point Loading

[02/A41] ASTM C192
Making and Curing Concrete Specimens in the Laboratory (requires C173, C231, C138, C143, C136, C127, C128, C566, C1064, C29, C40, C117)

[02/A43] ASTM C1064
Temperature of Freshly Mixed Portland Cement Concrete

[02/A45] ASTM C42
Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

[02/A53] ASTM C1231
Determination of Compressive Strength of Hardened Concrete Using Unbonded Caps

[02/G01] ASTM C31/C172/C143/C138/C231
Making and Curing Test Specimens/Sampling Freshly Mixed Concrete/Slump of Portland Cement Concrete/Unit Weight, Yield and Air Content/Air Content-Pressure Method

[02/G02] ASTM C173
Air Content-Volumetric Method

  • Geotextiles

[02/L33] ASTM D4632
Breaking Load and Elongation

[02/L34] ASTM D3884
Abrasion Resistance

[02/L35] ASTM D4886
Abrasion Resistance (Modified Method)

[02/L36] ASTM D4533
Trapezoid Tearing Strength

[02/L37] ASTM D4884
Seam Strength of Sewn Geotextiles

[02/L38] ASTM D792
Specific Gravity

[02/L39] ASTM D4491
Water Permeability

[02/L40] ASTM D4716
Constant Head Hydraulic Transmissivity

[02/L41] ASTM D4751
Determining Apparent Opening Size

[02/L42] ASTM D1777
Measuring Thickness of Textiles

[02/L43] ASTM D4437
Determining the Integrity of Field Seams

[02/L44] ASTM D638
Tensile Properties of Plastic

[02/L45] ASTM D4595
Tensile Properties by Wide-Width Strip

[02/L48] ASTM D5321
Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method

[02/L49] ASTM D6243
Determining the Internal and Interface Shear Resistance of Geosynthetic Clay Liner by Direct Shear Method

  • Road and Paving Materials

[02/M07] ASTM D546
Sieve Analysis of Mineral Filler

[02/M09] ASTM D1074
Compressive Strength of Bituminous Mixtures

[02/M11] ASTM D1188
Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin-Coated Specimens

[02/M12] ASTM D1559
Resistance to Plastic Flow - Marshall Apparatus

[02/M19] ASTM D2172
Quantitative Extraction of Bitumen from Bituminous Paving Mixtures

[02/M24] ASTM D2041
Theoretical Maximum Density (Rice Method)

[02/M25] ASTM D2726
Bulk Density of Cores (SSD)

[02/M27] ASTM D6307
Asphalt Content of Hot-Mix Asphalt by Ignition Method

[02/M30] ASTM D6927
Marshall Stability and Flow of Bituminous Mixtures

[02/M31] ASTM D6925
Preparation and Determination of the Relative Density of Hot Mix Asphalt (HMA) Specimens by Means of the Superpave Gyratory Compactor

  • Soil and Rock

[02/L02] ASTM D422
Particle Size Analysis of Soils

[02/L04] ASTM D698
Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 5.5-lb Rammer and 12-inch Drop

[02/L05] ASTM D854
Specific Gravity of Soils

[02/L06] ASTM D1140
Amount of Material in Soils Finer Than the #200 Sieve

[02/L08] ASTM D1557
Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 10-lb Rammer and 18-inch Drop

[02/L10] ASTM D1883
Bearing Ratio of Laboratory Compacted Soils

[02/L11] ASTM D2166
Unconfined Compr. Strength of Cohesive Soil

[02/L13] ASTM D2216
Determination of Water (Moisture) Content of Soil, Rock, and Soil-Aggregate Mixtures

[02/L15] ASTM D2435
One-Dimensional Consolidation Properties of Soils

[02/L16] ASTM D2487
Classification of Soils for Engr. Purposes

[02/L17] ASTM D2488
Description and Identification of Soils (Visual-Manual)

[02/L18] ASTM D3080
Direct Shear Tests of Soils Under Consolidated Drained Conditions

[02/L20] ASTM D4318
Liquid Limit, Plastic Limit, and Plasticity Index of Soils

[02/L21] ASTM D2434
Permeability of Granular Soils (Constant Head)

[02/L22] ASTM D2850
Unconsolidated, Undrained Strength of Cohesive Soils in Triaxial Compression

[02/L24] ASTM D2974
Moisture, Ash, and Organic Matter of Peat Material

[02/L26] ASTM D4221
Dispersive Characteristics of Clay Soil by Double Hydrometer

[02/L29]
Corps of Engineers - Manual EM-1110-2-1906, Appendix VII, Permeability of Fine Grained Soils Using a Triaxial Apparatus

[02/L30]
Corps of Engineers - Manual EM-1110-2-1906, Appendix X, Consolidated Undrained and Consolidated Drained Triaxial Test

[02/L46] ASTM D5084
Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter

[02/L50] ASTM D2664
Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements

[02/L51] ASTM D2938
Unconfined Compressive Strength of Intact Rock Core Specimens

[02/L52] ASTM D3148
Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression

[02/L53] ASTM D3967
Splitting Tensile Strength of Intact Rock Core Specimens

[02/L54] ASTM D4543
Preparing Rock Core Specimens and Determining Dimensional and Shape Tolerances

[02/L55] ASTM D5407
Elastic Moduli of Undrained Intact Rock Core Specimens in Triaxial Compression Without Pore Pressure Measurement

[02/L56] ASTM D5607
Performing Laboratory Direct Shear Strength Tests of Rock Specimens Under Constant Normal Force

[02/L57] ASTM D4644
Slake Durability of Shales and Similar Weak Rocks

[02/L58] ASTM D4648
Laboratory Miniature Vane Shear Test for Saturated Fine-Grained Clayey Soil

  • Standard Practices

[02/A38] ASTM E329
Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

[02/A39] ASTM C1077
Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation (requires ASTM C31, C39, C40, C117, C127, C128, C136, C138, C143, C172, C173)

[02/L32] ASTM D3740
Standard Practice for Minimum Requirement for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

[02/M26] ASTM D3666
Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Bituminous Paving Materials

[02/M29] ASTM D6926
Standard Practice for Preparation of Bituminous Specimens Using the Marshall Apparatus

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For questions concerning the National Voluntary Laboratory Accreditation Program, contact us:

National Voluntary Laboratory Accreditation Program, Standards Services Division, NIST, 100 Bureau Drive, Stop 2140, Gaithersburg, MD 20899-2140
Phone: (301) 975-4016, Fax: (301) 926-2884, Email: NVLAP@nist.gov

Date created: July 26, 2002
Last Updated: February 27, 2009

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