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ATTACHMENT 1: AGREGATE INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure |
| No. |
| Check |
| AMRL/CCR |
REQUIRED TESTS PER ASTM C 1077-14
Inspection
| ASTM C 117-13 |
| Material Finer than 75 m (No. 200) Sieve |
| A1 |
| ASTM C 127-12 |
| Specific Gravity & Absorption in Coarse Aggregate |
| A2 |
| ASTM C 128-12 |
| Specific Gravity & Absorption in Fine Aggregate |
| A3 |
| ASTM C 136-06 |
| Sieve Analysis of Aggregates |
| A4 |
OPTIONAL TESTS PER ASTM C1077-14
| ASTM C 29-09 |
| Unit Weight and Voids in Aggregate |
| A5 |
| ASTM C 40-11 |
| Organic Impurities |
| A6 |
| ASTM C 70-13 |
| Surface Moisture in Fine Aggregate |
| A7 |
| ASTM C 87-10 |
| Effects of Organic Impurities on Mortar Strength |
| A8 |
| ASTM C 88-13 |
| Sulfate Soundness |
| A9 |
| ASTM C 123-12 |
| Lightweight Particles |
| A10 |
| ASTM C 131-06 |
| Los Angeles Abrasion Resistance on Small-Size Coarse Aggregate |
| A11 |
| ASTM C 142-10 |
| Clay Lumps |
| A12 |
| ASTM C 227-10 |
| Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar) |
| A13 |
| ASTM C 289-07 |
| Alkali-Silica Reactivity of Aggregates (Chemical Method) |
| A14 |
| ASTM C 295-12 |
| Petrographic Examination |
| A15 |
| ASTM C 441-11 |
| Effectiveness of Mineral Admixtures or GBFS on Preventing |
| A16 |
| ASTM C 535-12 |
| Los Angeles Abrasion Resistance on Large Size Coarse Aggregate |
| A11 |
| ASTM C 566-13 |
| Total Moisture Content |
| A17 |
| ASTM C 586-11 |
| Alkali Reactivity of Carbonate Rocks (Rock Cylinder Method) |
| A18 |
| ASTM C 641-09 |
| Staining Materials in Lightweight Aggregates |
| A19 |
| ASTM C 702-11 |
| Reducing Samples to Testing Size |
| A20 |
| ASTM C 1105-08 |
| Length Change Due to Alkali-Carbonate Reaction |
| A21 |
| ASTM C 1138-12 |
| Abrasion Resistance of Concrete (Underwater Method) |
| A22 |
| ASTM C 1252-06 |
| Uncompacted Void Content |
| A23 |
| ASTM C 1260-07 |
| Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) |
| A24 |
| ASTM C 1293-08 |
| Length Change Alkali-Silica Reaction |
| A25 |
| ASTM D 75-13 |
| Sampling |
| A26 |
| ASTM D 546-10 |
| Sieve Analysis of Mineral Filler |
| A27 |
| ASTM D 2419-09 |
| Sand Equivalent Value |
| A28 |
| ASTM D 3744-11 |
| Aggregate Durability Index |
| A29 |
| ASTM D 4791-10 |
| Flat or Elongated Particles |
| A30 |
| ASTM D 5821-13 |
| Percentage of Fractured Particles in Coarse Aggregate |
| A31 |
| CRD-C 104-80 |
| Fineness Modulus |
| A4 |
| CRD-C 119-91 |
| Flat and Elongated Particles |
| A30 |
| CRD-C 130-89 |
| Scratch Hardness |
| A32 |
| CRD-C 171-94 |
| Percentage of Crushed Particles in Aggregate |
| A33 |
ATTACHMENT 2: BITUMINOUS INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure (ASTM D 3666-13) |
| No. |
| Check |
| AMRL |
Inspection
| ASTM D 5-13 |
| Penetration |
| B1 |
| ASTM D 36-14 |
| Softening Point |
| B2 |
| ASTM D 70-09 |
| Density of Semi-Solid Bituminous Mat’ls (Pycnometer Method) |
| B3 |
| ASTM D 113-07 |
| Ductility |
| B4 |
| ASTM D 139-12 |
| Float Test |
| B5 |
| ASTM D 140-09 |
| Sampling Bituminous Materials |
| B6 |
| ASTM D 242-09 |
| Mineral Filler for Bituminous Paving Mixtures |
| B7 |
| ASTM D 243-08 |
| Penetration Residue |
| B8 |
| ASTM D 244-09 |
| Emulsified Asphalts |
| B9 |
| ASTM D 402-08 |
| Distillation of Cut-Back Asphalts |
| B10 |
| ASTM D 979-12 |
| Sampling Bituminous Paving Mixtures |
| B11 |
| ASTM D 1074-09 |
| Compressive Strength |
| B12 |
| ASTM D 1075-11 |
| Effect of Water on Compressive Strength |
| B13 |
| ASTM D 1188-07 |
| Bulk Specific Gravity & Density Using Coated Samples |
| B14 |
| ASTM D 1461-11 |
| Moisture or Volatile Distillates in Bituminous Paving Mixtures |
| B15 |
| ASTM D 1560-09 |
| Resistance to Deformation & Cohesion by Hveem |
| B16 |
| ASTM D 1561-13 |
| Preparation by CA Kneading Compactor |
| B17 |
| ASTM D 1754-09 |
| Effect of Heat & Air by Thin Film Oven |
| B18 |
| ASTM D 1856-09 |
| Recovery of Asphalt by Abson |
| B19 |
| ASTM D 2041-11 |
| Theoretical Maximum Specific Gravity & Density (Rice) |
| B20 |
| ASTM D 2042-09 |
| Solubility by Trichloroethylene |
| B21 |
| ASTM D 2170-10 |
| Kinematic Viscosity |
| B22 |
| ASTM D 2171-10 |
| Viscosity by Vacuum Capillary Viscometer |
| B23 |
| ASTM D 2172-11 |
| Quantitative Extraction |
| B24 |
| ASTM D 2726-14 |
| Bulk Specific Gravity and Density |
| B25 |
| ASTM D 2872-12 |
| Effect of Heat & Air on Moving Film by Rolling Thin Film Oven |
| B26 |
| ASTM D 2950-14 |
| Density of Bituminous Concrete in Place by Nuclear Methods |
| B27 |
| ASTM D 3142-11 |
| Density of Liquid Asphalts by Hydrometer |
| B28 |
| ASTM D 3203-11 |
| Percent Air Voids |
| B29 |
| ASTM D 3289-08 |
| Density by Nickel Crucible |
| B30 |
| ASTM D 3665-12 |
| Random Sampling of Construction Materials |
| B31 |
| ASTM D 4125-10 |
| Asphalt Content by Nuclear Method |
| B32 |
| ASTM D 4867-09 |
| Effect of Moisture |
| B33 |
| ASTM D 5404-12 |
| Asphalt Recovery by Rotary Evaporator |
| B34 |
| ASTM D 5444-08 |
| Mechanical Size Analysis of Extracted Aggregate |
| B35 |
| ASTM D 6307-10 |
| Asphalt Content of Hot-Mix Asphalt by Ignition Method |
| B36 |
| ASTM D 6926-10 |
| Preparation of Bituminous Specimens using Marshall |
| B37 |
| ASTM D 6927-06 |
| Marshall Stability and Flow of Bituminous Mixtures |
| B38 |
| CRD-C 650-95 |
| Density and Percent Voids |
| B39 |
ATTACHMENT 3: CONCRETE INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure |
| No. |
| Check |
| CCRL |
REQUIRED TESTS PER ASTM C 1077-14
Inspection
| ASTM C 31-12 |
| Making and Curing Test Specimens in the Field |
| C1 |
| ASTM C 39-14 |
| Compressive Strength of Cylindrical Specimens |
| C2 |
| ASTM C 138-14 |
| Unit Weight and Air Content by Gravimetric |
| C3 |
| ASTM C 172-14 |
| Sampling |
| C5 |
| ASTM C 173-14 | |
| Air Content by Volumetric | ***required if C231 not performed*** |
| C6 | |
| ASTM C 231-14 | |
| Air Content by Pressure | ***required if C173 not performed*** |
| C7 | |
| ASTM C 1064-12 |
| Temperature of Concrete |
| C8 |
OPTIONAL TESTS PER ASTM C 1077-14
| ASTM C 42-13 |
| Drilled Cores and Sawed Beams |
| C9 |
| ASTM C 78-10 |
| Flexural Strength by Third Point Loading |
| C10 |
| ASTM C 157-08 |
| Length Change of Concrete and Mortars |
| C11 |
| ASTM C 174-13 |
| Concrete Thickness by Drilled Cores |
| C12 |
| ASTM C 192-14 |
| Making and Curing Test Specimens in Laboratory |
| C13 |
| ASTM C 215-08 |
| Fundamental Frequencies of Concrete |
| C14 |
| ASTM C 232-14 |
| Bleeding of Concrete |
| C15 |
| ASTM C 293-10 |
| Flexural Strength by Center Point Loading |
| C16 |
| ASTM C 341-13 |
| Length Change of Drilled or Sawed Concrete |
| C17 |
| ASTM C 403-08 |
| Time of Setting by Penetration Resistance |
| C18 |
| ASTM C 418-12 |
| Abrasion Resistance by Sand Blasting |
| C19 |
| ASTM C 457-12 |
| Air-Void System by Microscopic Determination |
| C20 |
| ASTM C 469-14 |
| Static Modulus of Elasticity and Poisson’s Ratio |
| C21 |
| ASTM C 470-09 |
| Molds for Forming Concrete Test Cylinders VertiCALLy |
| C22 |
| ASTM C 490-11 |
| Apparatus for Length Change of Cement Paste, Mortar, & Concrete |
| C23 |
| ASTM C 495-12 |
| Compressive Strength of Lightweight Insulating Concrete |
| C24 |
| ASTM C 496-11 |
| Splitting Tensile Strength |
| C25 |
| ASTM C 511-13 |
| Moist Cabinets, Moist Rooms, Water Storage Tanks |
| C26 |
| ASTM C 512-10 |
| Creep of Concrete in Compression |
| C27 |
| ASTM C 567-14 |
| Unit Mass of Structural Lightweight Concrete |
| C28 |
| ASTM C 597-09 |
| Pulse Velocity Through Concrete |
| C29 |
| ASTM C 617-12 |
| Capping Cylindrical Specimens |
| C30 |
| ASTM C 642-13 |
| Density, Absorption, and Voids |
| C31 |
| ASTM C 666-03 (08) |
| Freezing & Thawing Concrete Specimens |
| C32 |
| ASTM C 672-12 |
| Scaling Resistance by Deicing Chemicals |
| C33 |
| ASTM C 779-12 |
| Abrasion Resistance of Horizontal Surfaces |
| C34 |
| ASTM C 803-03 (10) |
| Penetration Resistance of Hardened Concrete |
| C35 |
| ASTM C 805-13 |
| Rebound Number of Hardened Concrete |
| C36 |
| ASTM C 823-12 |
| Examination and Sampling Hardened Concrete in Construction |
| C37 |
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure (ASTM C 1077-14) |
| No. |
| Check |
| CCRL |
| ASTM C 856-14 |
| Petrographic Examination of Hardened Concrete |
| C38 |
Inspection
| ASTM C 873-10 |
| Compressive Strength of Cast in Place Cylinders |
| C39 |
| ASTM C 876-09 |
| Half-Cell Potentials of Uncoated Reinforcing Steel |
| C40 |
| ASTM C 900-13 |
| Concrete Pullout Strength |
| C41 |
| ASTM C 918-13 |
| Early Age Compression Test |
| C42 |
| ASTM C 944-12 |
| Abrasion Resistance by Rotating-Cutter Method |
| C43 |
| ASTM C 1040- 08 (13) |
| Density of Concrete by Nuclear Method |
| C44 |
| ASTM C 1074-11 |
| Estimating Concrete Strength by Maturity Method |
| C45 |
| ASTM C 1084-10 |
| Portland Cement Content of Hardened Concrete |
| C46 |
| ASTM C 1152-04 (12) |
| Acid-Soluble Chloride in Concrete |
| C47 |
| ASTM C 1202-12 |
| Electrical Indication of Concrete to Resist Chloride Ion |
| C48 |
| ASTM C 1218-99 (08) |
| Water-Soluble Chloride in Concrete |
| C49 |
| ASTM C 1231-14 |
| Unbonded Caps |
| C50 |
| CRD-C 114-97 |
| Soundness by Freezing and Thawing of Concrete |
| C51 |
What is the capacity of the compression testing machine(s)?
How many ranges are associated with the test machine(s)?
ATTACHMENT 4: MASONRY INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure (ASTM C 1093-13) |
| No. |
| Check |
| CCRL |
Inspection
| ASTM C 109-13 |
| Compressive Strength of Cement Mortars Using Cube Specimens |
| M1 |
| ASTM C 140-14 |
| Sampling and Testing Concrete Masonry and Related Units |
| M2 |
| ASTM C 151-09 |
| Autoclave Expansion of Portland Cement |
| M3 |
| ASTM C 185-08 |
| Air Content of Hydraulic Cement Mortar |
| M4 |
| ASTM C 187-11 |
| Normal Consistency of Hydraulic Cement |
| M5 |
| ASTM C 266-13 |
| Time of Setting of Hydraulic-Cement Paste by Gillmore Needles |
| M6 |
| ASTM C 305-13 |
| Mechanical Mixing of Cement Pastes & Mortars of Plastic Consistency |
| M7 |
| ASTM C 780-14 |
| Evaluation of Mortars for Plain and Reinforced Unit Masonry |
| M8 |
| ASTM C 1019-13 |
| Sampling and Testing Grout |
| M9 |
ATTACHMENT 5: ROCK INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure (ASTM D 3740-12) |
| No. |
| Check |
| AMRL/CCRL |
Inspection
| ASTM D 2845-08 |
| Pulse Velocity and Ultrasonic Elastic Constants |
| R1 |
| ASTM D 2936-08 |
| Direct Tensile Strength of Intact Rock Core |
| R2 |
| ASTM D 3967-08 |
| Tensile Strength, Splitting (Brazilian) Method |
| R3 |
| ASTM D 4435-13 |
| Rock Bolt Anchor Pull Test |
| R4 |
| ASTM D 4543-08 |
| Preparing Rock Core Specimens and Determining Tolerances |
| R5 |
| ASTM D 4644-08 |
| Slake Durability of Shales and Weak Rocks |
| R6 |
| ASTM D 5312-12 (13) |
| Durability of Rock to Freezing and Thawing |
| R7 |
| ASTM D 5313-12 (13) |
| Durability of Rock to Wetting and Drying |
| R8 |
| ASTM D 5607-08 |
| Laboratory direct Shear Tests on Rock Under Constant Normal |
| R9 |
| ASTM D 5731-08 |
| Point Load Index |
| R10 |
| ASTM D 5878-08 |
| Rock-Mass Classification for Engineering Purposes |
| R11 |
| ASTM D 7012-13 |
| Compressive Strength & Elastic Moduli of Rock Core Specimens |
| R12 |
| CRD-C 144-92 |
| Resistance of Rock to Freezing and Thawing |
| R7 |
| CRD-C 148-69 |
| Expansive Breakdown on Soaking in Ethylene Glycol |
| R13 |
| CRD-C 169-97 |
| Resistance of Rock to Wetting and Drying |
| R8 |
ATTACHMENT 6: SOILS INSPECTION CHECKLIST
Please mark the test methods to be validated during this inspection to include the laboratory’s full capabilities. Mark the last column if a test method has been previously inspected by AMRL or CCRL within the past two years. If a test method is not listed, add your required test method at the bottom of the checklist:
| Test Method |
| Test Procedure (ASTM D 3740-12) |
| No. |
| Check |
| AMRL |
Inspection
| ASTM D 421-85 (07) |
| Dry Preparation for Particle Size Distribution & Soil Constants |
| S1 |
| ASTM D 422-63 (07) |
| Particle Size Analysis |
| S2 |
| ASTM D 558-11 |
| Moisture-Density of Soil-Cement |
| S3 |
| ASTM D 559-03 |
| Wetting & Drying Soil-Cement |
| S4 |
| ASTM D 560-03 |
| Freezing & Thawing Soil-Cement |
| S5 |
| ASTM D 698-12 |
| Compaction Characteristics by Standard Effort |
| S6 |
| ASTM D 854-10 |
| Specific Gravity of Soils |
| S7 |
| ASTM D 1140-00 (06) |
| Material Finer than 75 m (No. 200) Sieve |
| S8 |
| ASTM D 1556-07 |
| Density & Unit Weight by Sand Cone |
| S9 |
| ASTM D 1557-12 |
| Compaction Characteristics by Modified Effort |
| S10 |
| ASTM D 1883-07 |
| CA Bearing Ratio (CBR) |
| S11 |
| ASTM D 2166-13 |
| Unconfined Compressive Strength |
| S12 |
| ASTM D 2167-08 |
| Density & Unit Weight by Rubber Balloon |
| S13 |
| ASTM D 2168-10 |
| Calibration of Laboratory Mechanical-Rammer Soil Compactors |
| S14 |
| ASTM D 2216-10 |
| Water Content |
| S15 |
| ASTM D 2434-68 (06) |
| Permeability by Constant Head |
| S16 |
| ASTM D 2435-11 |
| One-Dimensional Consolidation Properties |
| S17 |
| ASTM D 2487-11 |
| Classification of Soils |
| S18 |
| ASTM D 2488-09 |
| Description & Identification of Soils (Visual-Manual Procedure) |
| S19 |
| ASTM D 2850-03 (07) |
| Unconsolidated, Undrained Strength in Triaxial Compression |
| S20 |
| ASTM D 2937-10 |
| Density by Drive Cylinder Method |
| S21 |
| ASTM D 2974-13 |
| Moisture, Ash, & Organic Matter of Peat & Other Organic Soils |
| S22 |
| ASTM D 3080-11 |
| Direct Shear Test in Consolidated Drained Conditions |
| S23 |
| ASTM D 4220-14 |
| Preserving & Transporting Samples |
| S24 |
| ASTM D 4253-00 (06) |
| Maximum Index Density by Vibratory Table |
| S25 |
| ASTM D 4254-00 (06) |
| Minimum Index Density |
| S26 |
| ASTM D 4318-10 |
| Liquid & Plastic Limits & Plasticity Index |
| S27 |
| ASTM D 4546-08 |
| One-Dimensional Swell or Settlement Potential |
| S28 |
| ASTM D 4643-08 |
| Determination of Water Content of Soil by Microwave Oven |
| S29 |
| ASTM D 4767-13 |
| Consolidated-Undrained Triaxial Compression |
| S30 |
| ASTM D 5084-10 |
| Hydraulic Conductivity using a Flexible Wall Permeameter |
| S31 |
| ASTM D 6938-10 |
| Density and Water Content by Shallow Depth Nuclear Method |
| S32 |
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