Reference
Construction materials testing glossary
Plain-English definitions for concrete, soil, aggregate and laboratory terms used across the ProofGrit guides.
By ProofGrit Editorial TeamLast reviewed:
A
- Aggregate
- Granular material such as sand, gravel or crushed stone used in construction mixtures or as a project material. Read the related guide or tool
- Aggregate gradation
- The distribution of aggregate particle sizes, commonly summarized by sieve-analysis results. Read the related guide or tool
- Atterberg limits
- Water-content limits used to describe fine-grained soil behavior, including liquid limit and plastic limit. Read the related guide or tool
- ASTM
- ASTM International publishes voluntary consensus standards and test methods used across many industries. Read the related guide or tool
- ASTM C31
- A practice for making and curing concrete test specimens in the field. Read the related guide or tool
- ASTM C39
- A test method for compressive strength of cylindrical concrete specimens. Read the related guide or tool
- ASTM C42
- A method for obtaining and testing drilled concrete cores and sawed beams. Read the related guide or tool
- ASTM C109
- A method for compressive strength testing of hydraulic-cement mortar using cube specimens. Read the related guide or tool
- ASTM C136
- A method for sieve analysis of fine and coarse aggregates. Read the related guide or tool
- ASTM C143
- A method for measuring slump of freshly mixed hydraulic-cement concrete. Read the related guide or tool
- ASTM D698
- The Standard Proctor laboratory compaction method for establishing a moisture-density relationship. Read the related guide or tool
- ASTM D1556
- A field method for determining soil density in place using the sand-cone method. Read the related guide or tool
- ASTM D1557
- The Modified Proctor laboratory compaction method for establishing a moisture-density relationship. Read the related guide or tool
- ASTM D2216
- A laboratory method for determining water content of soil and rock by mass. Read the related guide or tool
- ASTM D2487
- The engineering practice for classifying soils using the Unified Soil Classification System. Read the related guide or tool
- ASTM D4318
- The test method for liquid limit, plastic limit and plasticity index; always confirm the applicable current edition. Read the related guide or tool
- ASTM D6913
- A method for measuring soil particle-size distribution by sieving. Read the related guide or tool
- ASTM D6938
- A method for in-place soil density and water content using nuclear methods. Read the related guide or tool
B
- Backscatter
- A nuclear gauge measurement configuration with the source and detector arrangement at the soil surface. Read the related guide or tool
- Batch
- A defined quantity of material produced or delivered together and identified in the project record. Read the related guide or tool
- Break test
- A compression test that loads a hardened specimen to failure to determine compressive strength. Read the related guide or tool
C
- Calibration
- A documented relationship or adjustment that supports reliable measurement by equipment. Read the related guide or tool
- Chain of custody
- A traceable record of who handled a sample and when as it moved from collection to testing. Read the related guide or tool
- Compaction
- Densification of soil by mechanical effort, commonly evaluated against a laboratory moisture-density reference. Read the related guide or tool
- Concrete core
- A drilled specimen taken from hardened concrete in a structure for examination or testing. Read the related guide or tool
- Concrete cylinder
- A molded cylindrical concrete specimen made and cured for testing under the applicable method. Read the related guide or tool
- Curing
- Controlled conditions used to protect and maintain specimens or concrete while properties develop. Read the related guide or tool
D
- Dry density
- Mass of dry soil solids divided by the soil volume, used in laboratory and field compaction calculations. Read the related guide or tool
- D10, D30 and D60
- Particle diameters at which 10%, 30% and 60% of a soil sample pass on its gradation curve. Read the related guide or tool
F
- Fines
- The smaller particle fraction of a soil, commonly described by the percentage passing the No. 200 sieve. Read the related guide or tool
- Field density
- A measurement of the density of soil in place at a project location. Read the related guide or tool
- Fineness modulus
- A summary index calculated from cumulative sieve-retained percentages on a specified sieve series. Read the related guide or tool
- Flow curve
- A plot of water content against log blow count used to evaluate liquid limit in the multipoint method. Read the related guide or tool
G
- Gauge standard count
- A documented reference reading used in the lab's procedure to check nuclear-gauge response. Read the related guide or tool
- Gradation curve
- A graph of percent passing versus particle or sieve opening that summarizes particle-size distribution. Read the related guide or tool
L
- Liquid limit (LL)
- The water content associated with the method-defined transition of soil from plastic to liquid behavior. Read the related guide or tool
M
- Maximum dry density (MDD)
- The maximum dry density indicated by a fitted laboratory compaction curve for a specified method and material. Read the related guide or tool
- Modified Proctor
- The laboratory compaction method in ASTM D1557, used when selected by the project specification. Read the related guide or tool
- Moisture content
- The mass of water in a soil sample divided by the mass of its dry soil, expressed as a percentage. Read the related guide or tool
N
- Non-plastic (NP)
- A designation used when the plastic limit cannot be determined or is at least the liquid limit, as the method directs. Read the related guide or tool
O
- Optimum moisture content (OMC)
- The moisture content at the peak of a fitted Proctor moisture-density curve. Read the related guide or tool
P
- Percent compaction
- Field dry density divided by the matching laboratory maximum dry density, multiplied by 100. Read the related guide or tool
- Plastic limit (PL)
- The water content at which a soil thread crumbles at the method-defined condition. Read the related guide or tool
- Plasticity index (PI)
- The difference between liquid limit and plastic limit: PI = LL − PL. Read the related guide or tool
- Proctor curve
- A graph relating soil moisture content to dry density under a specified laboratory compaction method. Read the related guide or tool
Q
- Quality system
- The lab's documented responsibilities and processes for competent testing, records, review and corrective action. Read the related guide or tool
R
- Raw data
- Original observations, readings or measurements recorded before calculation or interpretation. Read the related guide or tool
- Representative sample
- A sample collected and handled so it reflects the material relevant to the test and project question. Read the related guide or tool
S
- Specified compressive strength (f'c)
- The concrete compressive strength designated by the project documents for a particular use or acceptance check. Read the related guide or tool
- Sand-cone test
- A field density method that uses calibrated sand to determine the volume of an excavated soil hole. Read the related guide or tool
- Sieve
- A screen with a specified opening used to separate particles by size during gradation testing. Read the related guide or tool
- Slump
- A measurement of the consistency response of fresh concrete after a cone is lifted. Read the related guide or tool
- Slump flow
- A fresh-concrete test for self-consolidating concrete under ASTM C1611, distinct from conventional slump. Read the related guide or tool
- Standard Proctor
- The laboratory compaction method in ASTM D698, used when selected by the project specification. Read the related guide or tool
U
- USCS
- The Unified Soil Classification System used to group soils from gradation and plasticity information. Read the related guide or tool
W
- Wet density
- Mass of moist soil divided by its volume before the moisture correction to dry density. Read the related guide or tool
Z
- Zero-air-voids line
- A theoretical reference curve for dry density at a given moisture and assumed specific gravity when soil voids contain no air. Read the related guide or tool
Questions or corrections? Contact support@proofgrit.com. Editorial process: ProofGrit Editorial Team.