Tests
| Standard Concrete | ||
|---|---|---|
| TCG SP | Sample Preparation | |
| C 39 | Compressive Strength of Cylindrical Specimens | |
| C 39 | Compressive Strength of Cylindrical Specimens (Pair of 3) | |
| C 42 | Compressive Strength Drilled Concrete Cores | |
| C 78 | Flexural Strength of Concrete (ea. test) (6-in. beams) | |
| C78 | Flexural Strength of Concrete (ea. test) (4-in. beams) | |
| C469 | Modulus of Elasticity | |
| C 187 | Cement Paste Consistency (ea. set) | |
| C 191 | Cement Paste Set Time | |
| C232 | Bleeding | |
| C 403 | Setting Time | |
| C192 | Concrete Batch < 2.75ft3 (Includes slump, unit volume, and plastic air) | |
| C192 | Concrete Batch Large Mixer >2.75ft3 & Less than 5.75ft3 (Includes slump, unit volume, and plastic air) | |
| C 496 | Splitting Tensile Strength | |
| C 642 | Density, Absorption, & Air Voids in Hardened Concrete | |
| C 666 | Freeze-Thaw Durability (Price per mix) | |
| C1610 | Static Segregation (SCC) | |
| C1611 | Slump Flow (SCC) | |
| C1621 | J-Ring (SCC) | |
| Other SCC | L-Box | |
| C 1583 | Pull off for tensile strength | |
| D7234 | Pull off | |
| Dimensional Stability | ||
|---|---|---|
| C 157 | Length Change of Hardened Hydraulic-Cement Mortar and Concrete | |
| C 177 | Thermal Conductivity of Concrete | |
| CRD C 36 | Thermal Diffusivity of Concrete | |
| CRD C 39 | Coefficient of Thermal Expansion | |
| CRD-C124 | Specific Heat | |
| C 878 | Restrained Expansion | |
| C 1698 | Autogenous Shrinkage | |
| C512 | Creep | |
| Corrosion & Durabillity | ||
| C 672 | Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals (per Set) | |
| LS-412 | Canadian Salt Scaling | |
| C 876 | Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete | |
| C1012 | Sulfate Resistance | |
| C1280 | ASR Acclerated Mortar Bar for Aggregates | |
| C 1293 -1 | Concrete Prism Test "Long-Term Test" (1 or 2 Year Duration on 3 Bars) - 1st yr | |
| C 1293 -2 | Concrete Prism Test "Long-Term Test" (1 or 2 Year Duration on 3 Bars) - 2nd yr | |
| C 1567 | Potential ASR of "Combinations of Cementitous Materials" | |
| and Aggregate (Accelerated Mortar-Bar Method) | ||
| C1581 | Restrained Ring Shrinkage (Crack Rings) (Batching not included) | |
| C1579 | Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete | |
| F1869 | Moistured Vapor Emission Rate | |
| F2170 | Relative Humidity in Concrete | |
| G 109 | Concrete test to evaluate corrosion inhibitors or Corrosion (4 specimens) | |
| G109 Modified | Controlled Flexural Crack Width Corrosion Test using large G109 specimens | |
| G 180 | Slurry test to evaluate corrosion inhibitors | |
| M-82 | Bureau of Reclamation Protocol to Evaluate Topical and Patch Repairs | |
| G 61 | Cyclic Polarization and modifications for Cement/Concrete Applications | |
| A 955 | Annex methods for testing of SS rebar performance | |
| TCG Carb | Carbonation | |
| CRD C 662 | Potential ASR of "Combinations of Cementitous Materials" | |
| and Aggregate (Accelerated Mortar-Bar Method) | ||
| TCG Res | Resistivity | |
| Specialty Tests | Variations of existing methods or new methods | |
| Vol 3.02 | Most corrosion tests mentioned | |
| Permability | ||
| C 1202/T277 | Rapid Chloride Permeability Test | |
| NT Build 492 | Nordtest for Nonsteady state diffusion coefficient | |
| C 1543 | Determining Penetration of Chloride into Concrete by Ponding (ASHTO T259) | |
| C 1556 | Determining the Apparent Chloride Diffusion Coeffecient of Cementitious Mixtures by Bulk Diffusion (Acid Soluble ) | |
| C 1585 | C1585 Capillary Absorption | |
| C 1757 | Bulk Absorption | |
| C1760 | Bulk Electrical Conductivity of Hardened Concrete | |
| C1876 | Bulk Electrical Resistivity or Bulk Conductivity of Concrete | |
| D 6489 | Water Absorption of Hardened Concrete Treated With Water Repellent/Set | |
| NCHRP 244 | Sealer Test for Chloride Ingress | |
| T_259 AASHTO | Resistance of Concrete to Chloride Ion Pentration (ASTM 1543 2 slabs one time 925) | |
| BS1881: 122 | 30 minute absorption | |
| STADIUM | C642, ION Migration, Moisture Transport1100 ea/ 210 C642 testing | |
| STADIUM | IDC or MTC Calculation (Via STADIUM Lab) | |
| NT Build 492 | Non steady-state diffusion coefficient | |
| FM 5-578 | Surface Resistivity | |
| E96 | Vapor Transmission | |
| Chemistry | ||
| C-20.0 NC | NO2- Determination NCDOT Test Method each determination (triplicates) | |
| C 1152-P | Acid Soluble Chloride in Mortar & Concrete (Powder) | |
| C 1152-C | Concrete Core | |
| C 1152-PS | Profile Sampling (2-3 mm Increments) | |
| C 1218-P | Water Soluble Chloride in Mortar & Concrete Powder | |
| C 1218-C | Concrete Core | |
| C 1218-PS | Profile Sampling (2-3 mm Increments) | |
| C 1218-BG | Back Ground Chlorides Duplicate Tests from Core 2 Tests | |
| AASHTO Cl | Add $15/sample to ASTM Price | |
| C 1524 | Soxhlet Water Soluble Chloride Test | |
| TCG Nitrite | Nitrite Content (Hardened Concrete) | |
| C 1679 | Standard Practice for Measuring Hydration Kinetics of Hydraulic Cementitious Mixtures Using IsothermalCalorimetry | |
| MicroTrac | Particle Size Analysis (Reacts with water, e.g. cement, slag) 75 nm to 1.5 mm | |
| MicroTrac | Particle Size Analysis (does not react with water, e.g. silica fume, glass) 75 nm to 1.5 mm | |
| Aggregates | ||
| C 29 | Bulk Density ("Unit Weight") Voids in Aggregates | |
| C 33 Fine | Concrete Agg (Fine) C29,C40,C88,C117,C123,C128,C136,C142, | |
| C 33 Coarse | Concrete Agg (Coarse) C88,C117,C123,C127,C136,C131,C142, | |
| C 40 | Organic Impurities in Fine Aggregates for Concrete | |
| C 88 | Soundness of Aggregates Sodium or Magnesium Sulfate (Fine Agg) | |
| C 117 | Materials Finer than #200 sieve in Minerial Aggregates by washing | |
| C123 | Lightweight Particles in Aggregate | |
| C 127 | Density, Relative Density (Specific Gravity), & Absorption of Coarse Aggregate | |
| C 128 | Density, Relative Density (Specific Gravity), & Absorption of Fine Aggregate | |
| C 135 | Specific Gravity of Refractory Materials (SF as in C1240_) | |
| C 136 | Sieve Analysis of Fine or Coarse Aggregates (6 Sieves) | |
| C 142 | Clay Lumps & Friable particles in Aggregates | |
| C 227 | Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar Bar Method) | |
| C 441 | Effectiveness of Pozzolans ro GBFS in preventing Expansion of Conc.due to ASR | |
| C 1260 | Accelerated Mortar Bar Test "Aggregates" (14 or 28 Day Duration on 3 Bars) | |
| C 1567 | Accelerated Mortar Bar Test "Aggregates" (SCMs) (14 or 28 Day Duration on 3 Bars) | |
| T_260 (Water) | Sampling and Testing for Chloride Ion in Concrete and Concrete Raw Materials | |
| T_260 (Acid) | Sampling and Testing for Chloride Ion in Concrete and Concrete Raw Materials | |
| LA Abrasion | See ASTM D75 for particle size requirements ($350 minimum fee) | |
| Petrography | ||
| C 295* | Petrographic Examination of Aggregates for Concrete Coarse Aggregate Crushed | |
| C295* | Petrographic Examination of Aggregates for Concrete Sand | |
| Depth of carbonation (phenolphtalien indicator) per core | ||
| C 457 | Microscopial Determination of Parameters of the Air-Void Sys of Hardened Conc. | |
| C 856 | Petrographic Examination of Hardened Concrete | |
| C457/C856 Combo | Combination Air Void + Petro | |
| Reduced C856 | If just doing ASR or AAR | |
| D4791 | Flat and Elongaed | |
| CRD-C 130 | Other Soft Particles | |
| X-ray Diffraction (per sample not including preparation, drop off cost) | ||
| Particle Size Analysis (Non hydraulic) | ||
| Particle Size Analysis (Hydraulic) (Blaine determined for cement) | ||
| *Need large volumes of aggregates | ||
| Soil Testing | ||
| G57 | Soil Box Resistivity | |
| G51 | pH | |
| G200 | Oxidation Potential | |
| EPA 9056 | Chloride and sulfate | |
| Sealers | ||
| C156 | Water Loss (mortar) Through Liquid Membrane Curing Compounds | |
| Calibration of drying room if required | ||
| C309 | Touch Test 1 sealer | |
| D2369 | Volatile Content | |
| D6937 | Density of Emulsified Asphalt | |
| OHD L-40 | Modified OK DOT Sealer Penetration Test (D6489 conditioning) | |
| TCG DepthSeal | Depth of Sealer (Water Droplet) 1st Test | |
| D 6489 | Water Absorption of Hardened Concrete Treated With Water Repellent/Set | |