A01.12_Pricing_Schedule_-_District_BPAs_for_QA_Testing_14MAR2019.xlsx
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- Quality Assurance Testing for Sacramento District's AOR Federal contract opportunity
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- W9123819R0011
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| A01.12_Attachment_1_-_Maps_26FEB2019.PDF |
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Regional QA Testing BPA
| Line Item No. | Test Procedure | Unit | Unit Price | Est | |||
| Qty | Sub-Total | NorCal | Bay | ||||
| Area | SoVal | Reno | Utah | MIL | CIV | CIV |
Base
| 3 | scale | 5 | ceiling | ||||||||||||
| SOIL TESTING/AGGREGATE TESTING | |||||||||||||||
| 1 | ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 2 | ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 3 | ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 4 | ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 3 | 1 | ||||
| 5 | ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 3 | 1 | ||||
| 6 | ASTM C 123 - Lightweight Particles in Coarse Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 7 | ASTM C 123 - Lightweight Particles in Fine Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 8 | ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by Washing | Each | 555 | $ - 0 | 145 | 100 | 120 | 100 | 90 | 90 | 150 | 50 | |||
| 9 | ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate | Each | 135 | $ - 0 | 20 | 30 | 25 | 30 | 30 | 30 | 15 | 5 | |||
| 10 | ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 11 | ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine | Each | 190 | $ - 0 | 35 | 40 | 35 | 40 | 40 | 40 | 30 | 10 | |||
| 12 | ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine Aggregates | Each | 445 | $ - 0 | 35 | 110 | 70 | 110 | 120 | 120 | 15 | 5 | |||
| 13 | ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve) | Each | 495 | $ - 0 | 45 | 120 | 80 | 120 | 130 | 130 | 30 | 10 | |||
| 14 | ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve) | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 15 | ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 16 | ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 17 | ASTM C 566 - Total Moisture Content in Coarse Aggregate | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 18 | ASTM C 566 - Total Moisture Content in Fine Aggregate | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 19 | ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves) | Each | 185 | $ - 0 | 20 | 45 | 30 | 45 | 45 | 45 | 15 | 5 | |||
| 20 | ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves) | Each | 185 | $ - 0 | 20 | 45 | 30 | 45 | 45 | 45 | 15 | 5 | |||
| 21 | ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method A | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 22 | ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method B | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 23 | ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method A | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 24 | ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method B | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 25 | ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter Mold | Each | 175 | $ - 0 | 90 | 15 | 55 | 15 | 0 | 5 | 105 | 35 | |||
| 26 | ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter Mold | Each | 120 | $ - 0 | 30 | 30 | 30 | 30 | 0 | 30 | 30 | 10 | |||
| 27 | ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) Sieve | Each | 135 | $ - 0 | 20 | 30 | 25 | 30 | 30 | 30 | 15 | 5 | |||
| 28 | ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) | Each | 290 | $ - 0 | 155 | 20 | 95 | 20 | 0 | 2 | 180 | 60 | |||
| 29 | ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone Method | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 | |||
| 30 | ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold) | Each | 1675 | $ - 0 | 310 | 345 | 325 | 345 | 350 | 350 | 300 | 100 | |||
| 31 | ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold) | Each | 90 | $ - 0 | 30 | 15 | 20 | 15 | 10 | 10 | 30 | 10 | |||
| 32 | ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory: Method A | Each | 410 | $ - 0 | 100 | 75 | 90 | 75 | 70 | 70 | 105 | 35 | |||
| 33 | ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory: Method B | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 34 | ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 35 | ASTM D 2167 - Density and Unit Weight by Rubber Balloon | Each | 465 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 | |||
| 36 | ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag) | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 37 | ASTM D 2434 - Permeability by Constant Head | Each | 1395 | $ - 0 | 765 | 90 | 450 | 90 | 0 | 0 | 900 | 300 | |||
| 38 | ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | Each | 105 | $ - 0 | 55 | 10 | 30 | 10 | 0 | 0 | 60 | 20 | |||
| 39 | ASTM D 2488 - Practice for Description and Identification of Soils (Visual-Manual Procedure) | Each | 510 | $ - 0 | 260 | 45 | 160 | 45 | 0 | 15 | 300 | 100 | |||
| 40 | "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter) | Each | 1040 | $ - 0 | 515 | 90 | 315 | 90 | 30 | 30 | 600 | 200 | |||
| 41 | "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter) | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 42 | ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Direct Measurement) | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 43 | ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Displacement Method) | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 44 | ASTM D 2974 - Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic SoiIs | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 45 | ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter) | Each | 70 | $ - 0 | 15 | 15 | 15 | 15 | 10 | 10 | 15 | 5 | |||
| 46 | ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter) | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 47 | ASTM D 4253 - Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 48 | ASTM D 4254 - Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 49 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve) | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 50 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve) | Each | 130 | $ - 0 | 45 | 20 | 30 | 20 | 15 | 15 | 45 | 15 | |||
| 51 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve) | Each | 825 | $ - 0 | 190 | 155 | 175 | 155 | 150 | 150 | 195 | 65 | |||
| 52 | ASTM D 4992 - Evaluation of Rock to be Used for Erosion Control | Each | 380 | $ - 0 | 160 | 45 | 105 | 45 | 25 | 25 | 180 | 60 | |||
| 53 | ASTM D4643 - Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating | Each | 715 | $ - 0 | 385 | 50 | 230 | 50 | 0 | 5 | 450 | 150 | |||
| 54 | ASTM D 4647 - Test" Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: Pinhole Dispersion | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 55 | ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: Pinhole Dispersion, Cut from 6" Molds | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 56 | ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: SCS Dispersion | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 57 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-point | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 58 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-point | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 59 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or Larger | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 60 | ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse Aggregate | Each | 40 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 | |||
| 61 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 62 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 63 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 64 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 75 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 65 | ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate | Each | 40 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 6 | 2 | |||
| 66 | ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve Analysis | Each | 160 | $ - 0 | 80 | 15 | 50 | 15 | 0 | 5 | 90 | 30 | |||
| 67 | ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) | Each | 4060 | $ - 0 | 885 | 785 | 835 | 785 | 770 | 770 | 900 | 300 | |||
| 68 | ASTM D 7928 - Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis | Each | 275 | $ - 0 | 85 | 45 | 65 | 45 | 35 | 35 | 90 | 30 | |||
| 69 | ASTM G 51 - Test Method for Measuring pH of Soil for Use in Corrosion Testing | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 70 | AASHTO T 267 - Method of Test for Determination of Organic Content in Soils | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 71 | AASHTO T 289 - Method of Test for Dete1mining pH of Soil for Use in Corrosion Testing | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 72 | AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in Soil | Each | 23 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 73 | AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in Soil | Each | 23 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 74 | CRD-C 171 - Percentage of Crushed Particles in Aggregates | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 75 | CTM 417 - Method of Testing Soils and Waters for Sulfate Content | Each | 23 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 76 | CTM 422 - Method of Testing Soils and Waters for Chloride Content | Each | 23 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 77 | CTM 643 - Method for Dete1mining Field and Laboratory Resistivity and pH Measurements for Soil and Water | Each | 22 | $ - 0 | 15 | 1 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 78 | EPA Method 160.1 -TOTAL DISSOLVED SOLIDS (TDS) Gravimetric, Dried at 180⁰C | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 79 | EM 1110-2-1906 Appendix VIIIA - Consolidation Test: Swell and Swell Pressure Tests | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 80 | ASTM D 6698 - Test Method for On-Line Measurement of Turbidity Below 5 NTU in Water | Each | 40 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 | |||
| 81 | ASTM D 6855 - Test Method for Determination of Turbidity Below 5 NTU in Static Mode | Each | 40 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 |
| CUTOFF WALL TESTING | ||||||||||||
| 82 | ASTM C 490 - Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete | Each | 590 | $ - 0 | 320 | 40 | 190 | 40 | 0 | 0 | 375 | 125 |
| 83 | ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil | Each | 465 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 |
| 84 | API RP 13B-1 - Bentonite Slurry Density | Each | 700 | $ - 0 | 385 | 45 | 225 | 45 | 0 | 0 | 450 | 150 |
| 85 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 45 | $ - 0 | 20 | 5 | 15 | 5 | 0 | 0 | 21 | 7 |
| 86 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 46 | $ - 0 | 20 | 5 | 15 | 5 | 1 | 1 | 21 | 7 |
| 87 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 47 | $ - 0 | 20 | 5 | 15 | 5 | 2 | 2 | 21 | 7 |
| 88 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 48 | $ - 0 | 20 | 5 | 15 | 5 | 3 | 3 | 21 | 7 |
| 89 | ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction Slurries | Each | 700 | $ - 0 | 385 | 45 | 225 | 45 | 0 | 0 | 450 | 150 |
| 90 | API RP 13B-l - Water Loss by Filter Press | Each | 360 | $ - 0 | 195 | 25 | 115 | 25 | 0 | 0 | 225 | 75 |
| 91 | API RP 13B-l - pH | Each | 590 | $ - 0 | 320 | 40 | 190 | 40 | 0 | 0 | 375 | 125 |
| 92 | API RP 13B-l - Slurry Viscosity | Each | 465 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 |
| RIPRAP TESTING | ||||||||||||
| 93 | ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate (at least 5 cycles and 5 different sizes) | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 94 | ASTM C 88 - Test Method for Soundness of Aggregates by Use of Magnesium Sulfate (at least 5 cycles and 5 different sizes) | Each | 8 | $ - 0 | 2 | 2 | 2 | 2 | 0 | 0 | 1 | 0.2 |
| 95 | ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 |
| 96 | ASTM C 295 - Guide for Petrographic Examination of Large-Size Coarse Aggregates *Sequence Testing additional cost | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 97 | ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 98 | ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap Materials | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 |
| 99 | CRD-C 169 - Standard Test Method for Resistance of Rocks to Wetting and Drying | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 |
| 100 | Gradation Test of Stone Protection per UFGS Sec 35 31 19 (per 10,000 lbs sample at source) | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| CONCRETE TESTING | ||||||||||||
| 101 | ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.) | Each | 480 | $ - 0 | 130 | 85 | 105 | 85 | 75 | 75 | 135 | 45 |
| 102 | ASTM C 31 - Practice for Making and Curing Test Specimens (Set of three 4"x8" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.) | Each | 305 | $ - 0 | 120 | 40 | 80 | 40 | 25 | 25 | 135 | 45 |
| 103 | ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of two 6"x12" Specimens) | Each | 480 | $ - 0 | 130 | 85 | 105 | 85 | 75 | 75 | 135 | 45 |
| 104 | ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of three 4"x8" Specimen) | Each | 305 | $ - 0 | 120 | 40 | 80 | 40 | 25 | 25 | 135 | 45 |
| 105 | ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens) | Each | 110 | $ - 0 | 40 | 15 | 30 | 15 | 10 | 10 | 45 | 15 |
| 106 | ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) | Each | 250 | $ - 0 | 50 | 50 | 50 | 50 | 50 | 50 | 45 | 15 |
| 107 | ASTM C 78 - Flexural Strength by Third Point Loading | Each | 100 | $ - 0 | 20 | 20 | 20 | 20 | 20 | 20 | 15 | 5 |
| 108 | ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens | Each | 135 | $ - 0 | 70 | 10 | 45 | 10 | 0 | 0 | 81 | 27 |
| 109 | ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 |
| 110 | ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31) | Each | 660 | $ - 0 | 100 | 145 | 120 | 145 | 150 | 150 | 90 | 30 |
| 111 | ASTM C 157 - Length Change of Concrete and Mortars | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 112 | ASTM C 173 - Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method (when not ordered as a part of ASTM C31) | Each | 90 | $ - 0 | 30 | 15 | 20 | 15 | 10 | 10 | 30 | 10 |
| 113 | ASTM C 174 - Concrete Thickness by Drilled Cores | Each | 55 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 |
| 114 | ASTM C 191 - Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 115 | ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method (when not ordered as a part of ASTM C31) | Each | 570 | $ - 0 | 50 | 140 | 90 | 140 | 150 | 150 | 30 | 10 |
| 116 | ASTM C 232 - Test Method for Bleeding of Concrete | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 117 | ASTM C 266 - Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Needles | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 118 | ASTM C 293 - Flexural Strength by Center Point Loading | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 |
| 119 | ASTM C 403 - Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 120 | ASTM C 469 - Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 121 | ASTM C 512 - Test Method for Creep of Concrete in Compression | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 122 | ASTM C 567 - Test Method for Determining Density of Structural Lightweight Concrete | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 12 | 4 |
| 123 | ASTM C 597 - Standard Test Method for Pulse Velocity Through Concrete | Each | 5 | $ - 0 | 1 | 1 | 1 | 1 | 1 | 1 | ||
| 124 | ASTM C 856 - Petrographic Examination of Hardened Concrete | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 125 | ASTM C 1019 - Sampling and Testing Grout | Each | 105 | $ - 0 | 55 | 10 | 30 | 10 | 0 | 0 | 60 | 20 |
| 126 | ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31) | Each | 465 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 |
| 127 | ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method) | Each | 30 | $ - 0 | 15 | 2 | 8 | 5 | 0 | 0 | 15 | 5 |
| 128 | ASTM C 1152 - Test Method for Acid-Soluble Chloride in Mortar and Concrete | Each | 19 | $ - 0 | 10 | 1 | 3 | 5 | 0 | 0 | 6 | 2 |
| 129 | ASTM C 1218 - Water-Soluble Chloride in Concrete | Each | 18 | $ - 0 | 10 | 2 | 1 | 5 | 0 | 0 | 6 | 2 |
| 130 | ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar-Bar Method) | Each | 20 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 131 | ASTM C1611 - Test Method for Slump Flow of Self-Consolidating Concrete | Each | 145 | $ - 0 | 80 | 10 | 45 | 10 | 0 | 0 | 90 | 30 |
| 132 | ASTM C 1688 - Test Method for Density and Void Content of Freshly Mixed Pervious Concrete | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 133 | ASTM C 1741 - Test Method for Bleed Stability of Cementitious Post-Tensioning Tendon Grout | Each | 35 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 12 | 4 |
| 134 | ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test Cylinders | Each | 285 | $ - 0 | 155 | 20 | 90 | 20 | 0 | 0 | 180 | 60 |
| 135 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 45 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 |
| 136 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 45 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 |
| 137 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 45 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 |
| 138 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 45 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 |
| 139 | ASTM E 114 - Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing | Each | 5 | $ - 0 | 1 | 1 | 1 | 1 | 1 | 1 | 45 | 15 |
| TESTS FOR ASPHALT AND ASPHALT MIXTURE TESTING | ||||||||||||||||
| 140 | ASTM D1074 - Compressive Strength | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 141 | ASTM D2041 - Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures (per hot mix bulk sample) | Each | 150 | $ - 0 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 10 | ||||
| 142 | ASTM D5581 - 07a(2013) Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) | |||||||||||||||
| (per set of 3 specimens) | Each | 150 | $ - 0 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 10 | |||||
| 143 | ASTM D2726 - Bulk Specific Gravity and Density of compacted Bituminous Mixtures (2 specimens at mat, 1 specimen at joint) | Each | 150 | $ - 0 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 10 | ||||
| 144 | ASTM D2172 - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (per hot mix bulk sample) | Each | 150 | $ - 0 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 10 | ||||
| 145 | ASTM D2950 - Density of Bituminous Concrete in Place by Nuclear Methods | Each | 150 | $ - 0 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 10 | ||||
| 146 | ASTM D 3203 - Percent Air Voids | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 147 | ASTM D 4125 - Asphalt Content by Nuclear Method | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 148 | ASTM D 6307 - Asphalt Content of Hot-Mix Asphalt by Ignition Method | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 149 | ASTM D6927 - Marshall Stability and Flow of Bituminous Mixtures | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 150 | ASTM C42 - Obtaining and Testing Drilled Cores | Each | 250 | $ - 0 | 50 | 50 | 50 | 50 | 50 | 50 | 45 | 15 |
| MASONRY FIELD TESTING | ||||||||||||
| 151 | ASTM C109 - Compressive Strength of Cement Mortars Using Cube Specimens | Each | 655 | $ - 0 | 95 | 145 | 120 | 145 | 150 | 150 | 81 | 27 |
| 152 | ASTM C140 - Sampling and Testing Concrete Masonry and Related Units | Each | 40 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 10 | 6 | 2 |
| 153 | ASTM C151 - Autoclave Expansion of Portland Cement | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 |
| 154 | ASTM C185 - Air Content of Hydraulic Cement Mortar | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 |
| 155 | ASTM C187 - Normal Consistency of Hydraulic Cement | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 |
| 156 | ASTM C266 - Time of Setting of Hydraulic-Cement Paste by Gilmore Needles | Each | 25 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 |
| 157 | ASTM C780 - Evaluation of Mortars for Plain and Reinforced Unit Masonry | Each | 250 | $ - 0 | 130 | 20 | 80 | 20 | 0 | 2 | 150 | 50 |
| 158 | ASTM C1019 - Sampling and Testing Grout | Each | 275 | $ - 0 | 60 | 55 | 55 | 55 | 50 | 50 | 60 | 20 |
| 159 | ASTM C1314 - Test Method for Compressive Strength of Masonry Prisms | Each | 750 | $ - 0 | 150 | 150 | 150 | 150 | 150 | 150 | 150 | 50 |
| STRUCTURAL STEEL FIELD TESTING | ||||||||||||
| 160 | Ultrasonic Testing (UT) | Each | 125 | $ - 0 | 30 | 25 | 25 | 25 | 20 | 20 | 30 | 10 |
| 161 | Radiographic Testing (RT) | Each | 125 | $ - 0 | 30 | 25 | 25 | 25 | 20 | 20 | 30 | 10 |
| 162 | Magnetic Particle Testing (MT) | Each | 125 | $ - 0 | 30 | 25 | 25 | 25 | 20 | 20 | 30 | 10 |
| 163 | Liquid Penetrant Testing (PT) | Each | 125 | $ - 0 | 30 | 25 | 25 | 25 | 20 | 20 | 30 | 10 |
| 164 | Visual Inspection | Each | 125 | $ - 0 | 30 | 25 | 25 | 25 | 20 | 20 | 30 | 10 |
| MISCELLANEOUS - OTHER | ||||||||||||
| 165 | Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field meetings, (Unit-cost of each test item shall not include any travel or stand-by time.) | Job | 1815 | $ - 0 | 785 | 200 | 510 | 200 | 120 | 120 | 900 | 300 |
| 166 | Travel time to/from the Lab to the project site including the mileage charge for routine pick-up truck costs (Unit-cost of each test item shall not include any travel or stand-by time.) | Job | 1815 | $ - 0 | 785 | 200 | 510 | 200 | 120 | 120 | 900 | 300 |
| Total (Estimated) |
| $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| Some test methods have been withdrawn but have been included; test in accordance with the last active method. | |||||||
| $ 5,000,000.00 | $ 2,500,000.00 | $ 1,000,000.00 | $ 400,000.00 | $ 400,000.00 | $ 700,000.00 | $ 5,000,000.00 | |
| 50% | 20% | 8% | 8% | 14% | of Total | ||
| 15% | 90% | 50% | 90% | 100% | MIL | ||
| 85% | 10% | 50% | 10% | 0% | CIV |
&"-,Bold"&16Regional - Independent Government Estimate&"-,Regular"&11
Region: ____ALL_______________________________________
Estimated quantities are for bidding evaluation purposes only.
Quantities noted will not be used to determine the number of tests that will be used in this agreement.
Norcal
| Line Item No. | Test Procedure | Unit | Unit Price | Est | |||
| Qty | Sub-Total | NorCal | Bay | ||||
| Area | SoVal | Reno | Utah | MIL | CIV | CIV |
Base
| Northern California Region | 3 | scale | 5 | ceiling | |||||||||||
| SOIL TESTING/AGGREGATE TESTING | |||||||||||||||
| 1 | ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 2 | ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 3 | ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 4 | ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 3 | 1 | ||||
| 5 | ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 3 | 1 | ||||
| 6 | ASTM C 123 - Lightweight Particles in Coarse Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 7 | ASTM C 123 - Lightweight Particles in Fine Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 8 | ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by Washing | Each | 145 | $ - 0 | 145 | 100 | 120 | 100 | 90 | 90 | 150 | 50 | |||
| 9 | ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate | Each | 20 | $ - 0 | 20 | 30 | 25 | 30 | 30 | 30 | 15 | 5 | |||
| 10 | ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 11 | ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine | Each | 35 | $ - 0 | 35 | 40 | 35 | 40 | 40 | 40 | 30 | 10 | |||
| 12 | ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine Aggregates | Each | 35 | $ - 0 | 35 | 110 | 70 | 110 | 120 | 120 | 15 | 5 | |||
| 13 | ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve) | Each | 45 | $ - 0 | 45 | 120 | 80 | 120 | 130 | 130 | 30 | 10 | |||
| 14 | ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve) | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 15 | ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 16 | ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | |||
| 17 | ASTM C 566 - Total Moisture Content in Coarse Aggregate | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 18 | ASTM C 566 - Total Moisture Content in Fine Aggregate | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 19 | ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves) | Each | 20 | $ - 0 | 20 | 45 | 30 | 45 | 45 | 45 | 15 | 5 | |||
| 20 | ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves) | Each | 20 | $ - 0 | 20 | 45 | 30 | 45 | 45 | 45 | 15 | 5 | |||
| 21 | ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method A | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 22 | ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method B | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 23 | ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method A | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 24 | ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method B | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 25 | ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter Mold | Each | 90 | $ - 0 | 90 | 15 | 55 | 15 | 0 | 5 | 105 | 35 | |||
| 26 | ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter Mold | Each | 30 | $ - 0 | 30 | 30 | 30 | 30 | 0 | 30 | 30 | 10 | |||
| 27 | ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) Sieve | Each | 20 | $ - 0 | 20 | 30 | 25 | 30 | 30 | 30 | 15 | 5 | |||
| 28 | ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) | Each | 155 | $ - 0 | 155 | 20 | 95 | 20 | 0 | 2 | 180 | 60 | |||
| 29 | ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone Method | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 2 | 6 | 2 | |||
| 30 | ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold) | Each | 310 | $ - 0 | 310 | 345 | 325 | 345 | 350 | 350 | 300 | 100 | |||
| 31 | ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold) | Each | 30 | $ - 0 | 30 | 15 | 20 | 15 | 10 | 10 | 30 | 10 | |||
| 32 | ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory: Method A | Each | 100 | $ - 0 | 100 | 75 | 90 | 75 | 70 | 70 | 105 | 35 | |||
| 33 | ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory: Method B | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 34 | ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 35 | ASTM D 2167 - Density and Unit Weight by Rubber Balloon | Each | 255 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 | |||
| 36 | ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag) | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 37 | ASTM D 2434 - Permeability by Constant Head | Each | 765 | $ - 0 | 765 | 90 | 450 | 90 | 0 | 0 | 900 | 300 | |||
| 38 | ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | Each | 55 | $ - 0 | 55 | 10 | 30 | 10 | 0 | 0 | 60 | 20 | |||
| 39 | ASTM D 2488 - Practice for Description and Identification of Soils (Visual-Manual Procedure) | Each | 260 | $ - 0 | 260 | 45 | 160 | 45 | 0 | 15 | 300 | 100 | |||
| 40 | "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter) | Each | 515 | $ - 0 | 515 | 90 | 315 | 90 | 30 | 30 | 600 | 200 | |||
| 41 | "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter) | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 42 | ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Direct Measurement) | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 43 | ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Displacement Method) | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | |||
| 44 | ASTM D 2974 - Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic SoiIs | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 45 | ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter) | Each | 15 | $ - 0 | 15 | 15 | 15 | 15 | 10 | 10 | 15 | 5 | |||
| 46 | ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter) | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 47 | ASTM D 4253 - Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 48 | ASTM D 4254 - Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 49 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve) | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 50 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve) | Each | 45 | $ - 0 | 45 | 20 | 30 | 20 | 15 | 15 | 45 | 15 | |||
| 51 | ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve) | Each | 190 | $ - 0 | 190 | 155 | 175 | 155 | 150 | 150 | 195 | 65 | |||
| 52 | ASTM D 4992 - Evaluation of Rock to be Used for Erosion Control | Each | 160 | $ - 0 | 160 | 45 | 105 | 45 | 25 | 25 | 180 | 60 | |||
| 53 | ASTM D4643 - Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating | Each | 385 | $ - 0 | 385 | 50 | 230 | 50 | 0 | 5 | 450 | 150 | |||
| 54 | ASTM D 4647 - Test" Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: Pinhole Dispersion | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 55 | ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: Pinhole Dispersion, Cut from 6" Molds | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 56 | ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: SCS Dispersion | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 57 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-point | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 58 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-point | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 59 | ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or Larger | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 60 | ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse Aggregate | Each | 10 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 | |||
| 61 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 62 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 63 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 64 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 40 | $ - 0 | 40 | 5 | 25 | 5 | 0 | 0 | 45 | 15 | |||
| 65 | ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate | Each | 10 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 6 | 2 | |||
| 66 | ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve Analysis | Each | 80 | $ - 0 | 80 | 15 | 50 | 15 | 0 | 5 | 90 | 30 | |||
| 67 | ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) | Each | 885 | $ - 0 | 885 | 785 | 835 | 785 | 770 | 770 | 900 | 300 | |||
| 68 | ASTM D 7928 - Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis | Each | 85 | $ - 0 | 85 | 45 | 65 | 45 | 35 | 35 | 90 | 30 | |||
| 69 | ASTM G 51 - Test Method for Measuring pH of Soil for Use in Corrosion Testing | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 70 | AASHTO T 267 - Method of Test for Determination of Organic Content in Soils | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 71 | AASHTO T 289 - Method of Test for Dete1mining pH of Soil for Use in Corrosion Testing | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 72 | AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in Soil | Each | 15 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 73 | AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in Soil | Each | 15 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 74 | CRD-C 171 - Percentage of Crushed Particles in Aggregates | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | |||
| 75 | CTM 417 - Method of Testing Soils and Waters for Sulfate Content | Each | 15 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 76 | CTM 422 - Method of Testing Soils and Waters for Chloride Content | Each | 15 | $ - 0 | 15 | 2 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 77 | CTM 643 - Method for Dete1mining Field and Laboratory Resistivity and pH Measurements for Soil and Water | Each | 15 | $ - 0 | 15 | 1 | 1 | 5 | 0 | 0 | 15 | 5 | |||
| 78 | EPA Method 160.1 -TOTAL DISSOLVED SOLIDS (TDS) Gravimetric, Dried at 180⁰C | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 | |||
| 79 | EM 1110-2-1906 Appendix VIIIA - Consolidation Test: Swell and Swell Pressure Tests | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | |||
| 80 | ASTM D 6698 - Test Method for On-Line Measurement of Turbidity Below 5 NTU in Water | Each | 10 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 | |||
| 81 | ASTM D 6855 - Test Method for Determination of Turbidity Below 5 NTU in Static Mode | Each | 10 | $ - 0 | 10 | 10 | 10 | 10 | 0 | 5 | 9 | 3 |
| CUTOFF WALL TESTING | ||||||||||||
| 82 | ASTM C 490 - Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete | Each | 320 | $ - 0 | 320 | 40 | 190 | 40 | 0 | 0 | 375 | 125 |
| 83 | ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil | Each | 255 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 |
| 84 | API RP 13B-1 - Bentonite Slurry Density | Each | 385 | $ - 0 | 385 | 45 | 225 | 45 | 0 | 0 | 450 | 150 |
| 85 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 20 | $ - 0 | 20 | 5 | 15 | 5 | 0 | 0 | 21 | 7 |
| 86 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 20 | $ - 0 | 20 | 5 | 15 | 5 | 1 | 1 | 21 | 7 |
| 87 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 20 | $ - 0 | 20 | 5 | 15 | 5 | 2 | 2 | 21 | 7 |
| 88 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 20 | $ - 0 | 20 | 5 | 15 | 5 | 3 | 3 | 21 | 7 |
| 89 | ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction Slurries | Each | 385 | $ - 0 | 385 | 45 | 225 | 45 | 0 | 0 | 450 | 150 |
| 90 | API RP 13B-l - Water Loss by Filter Press | Each | 195 | $ - 0 | 195 | 25 | 115 | 25 | 0 | 0 | 225 | 75 |
| 91 | API RP 13B-l - pH | Each | 320 | $ - 0 | 320 | 40 | 190 | 40 | 0 | 0 | 375 | 125 |
| 92 | API RP 13B-l - Slurry Viscosity | Each | 255 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 |
| RIPRAP TESTING | ||||||||||||
| 93 | ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate (at least 5 cycles and 5 different sizes) | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 94 | ASTM C 88 - Test Method for Soundness of Aggregates by Use of Magnesium Sulfate (at least 5 cycles and 5 different sizes) | Each | 2 | $ - 0 | 2 | 2 | 2 | 2 | 0 | 0 | 1 | 0.2 |
| 95 | ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 |
| 96 | ASTM C 295 - Guide for Petrographic Examination of Large-Size Coarse Aggregates *Sequence Testing additional cost | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| 97 | ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
| 98 | ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap Materials | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 |
| 99 | CRD-C 169 - Standard Test Method for Resistance of Rocks to Wetting and Drying | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 9 | 3 |
| 100 | Gradation Test of Stone Protection per UFGS Sec 35 31 19 (per 10,000 lbs sample at source) | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 |
| CONCRETE TESTING | ||||||||||||||||
| 101 | ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.) | Each | 130 | $ - 0 | 130 | 85 | 105 | 85 | 75 | 75 | 135 | 45 | ||||
| 102 | ASTM C 31 - Practice for Making and Curing Test Specimens (Set of three 4"x8" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.) | Each | 120 | $ - 0 | 120 | 40 | 80 | 40 | 25 | 25 | 135 | 45 | ||||
| 103 | ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of two 6"x12" Specimens) | Each | 130 | $ - 0 | 130 | 85 | 105 | 85 | 75 | 75 | 135 | 45 | ||||
| 104 | ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of three 4"x8" Specimen) | Each | 120 | $ - 0 | 120 | 40 | 80 | 40 | 25 | 25 | 135 | 45 | ||||
| 105 | ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens) | Each | 40 | $ - 0 | 40 | 15 | 30 | 15 | 10 | 10 | 45 | 15 | ||||
| 106 | ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) | Each | 50 | $ - 0 | 50 | 50 | 50 | 50 | 50 | 50 | 45 | 15 | ||||
| 107 | ASTM C 78 - Flexural Strength by Third Point Loading | Each | 20 | $ - 0 | 20 | 20 | 20 | 20 | 20 | 20 | 15 | 5 | ||||
| 108 | ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens | Each | 70 | $ - 0 | 70 | 10 | 45 | 10 | 0 | 0 | 81 | 27 | ||||
| 109 | ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | ||||
| 110 | ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31) | Each | 100 | $ - 0 | 100 | 145 | 120 | 145 | 150 | 150 | 90 | 30 | ||||
| 111 | ASTM C 157 - Length Change of Concrete and Mortars | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 112 | ASTM C 173 - Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method (when not ordered as a part of ASTM C31) | Each | 30 | $ - 0 | 30 | 15 | 20 | 15 | 10 | 10 | 30 | 10 | ||||
| 113 | ASTM C 174 - Concrete Thickness by Drilled Cores | Each | 30 | $ - 0 | 30 | 5 | 15 | 5 | 0 | 0 | 30 | 10 | ||||
| 114 | ASTM C 191 - Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 115 | ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method (when not ordered as a part of ASTM C31) | Each | 50 | $ - 0 | 50 | 140 | 90 | 140 | 150 | 150 | 30 | 10 | ||||
| 116 | ASTM C 232 - Test Method for Bleeding of Concrete | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 117 | ASTM C 266 - Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Needles | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 118 | ASTM C 293 - Flexural Strength by Center Point Loading | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 15 | 5 | ||||
| 119 | ASTM C 403 - Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 120 | ASTM C 469 - Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression | Each | 10 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 121 | ASTM C 512 - Test Method for Creep of Concrete in Compression | Each | 5 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | ||||
| 122 | ASTM C 567 - Test Method for Determining Density of Structural Lightweight Concrete | Each | 15 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 12 | 4 | ||||
| 123 | ASTM C 597 - Standard Test Method for Pulse Velocity Through Concrete | Each | 1 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | ||||
| 124 | ASTM C 856 - Petrographic Examination of Hardened Concrete | Each | 5 | $ - 0 | 55 | 10 | 30 | 10 | 0 | 0 | 60 | 20 | ||||
| 125 | ASTM C 1019 - Sampling and Testing Grout | Each | 55 | $ - 0 | 255 | 30 | 150 | 30 | 0 | 0 | 300 | 100 | ||||
| 126 | ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31) | Each | 255 | $ - 0 | 15 | 2 | 8 | 5 | 0 | 0 | 15 | 5 | ||||
| 127 | ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method) | Each | 15 | $ - 0 | 10 | 1 | 3 | 5 | 0 | 0 | 6 | 2 | ||||
| 128 | ASTM C 1152 - Test Method for Acid-Soluble Chloride in Mortar and Concrete | Each | 10 | $ - 0 | 10 | 2 | 1 | 5 | 0 | 0 | 6 | 2 | ||||
| 129 | ASTM C 1218 - Water-Soluble Chloride in Concrete | Each | 10 | $ - 0 | 5 | 5 | 5 | 5 | 0 | 0 | 3 | 1 | ||||
| 130 | ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar-Bar Method) | Each | 5 | $ - 0 | 80 | 10 | 45 | 10 | 0 | 0 | 90 | 30 | ||||
| 131 | ASTM C1611 - Test Method for Slump Flow of Self-Consolidating Concrete | Each | 80 | $ - 0 | 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 | ||||
| 132 | ASTM C 1688 - Test Method for Density and Void Content of Freshly Mixed Pervious Concrete | Each | 10 | $ - 0 | 15 | 5 | 10 | 5 | 0 | 0 | 12 | 4 | ||||
| 133 | ASTM C 1741 - Test Method for Bleed Stability of Cementitious Post-Tensioning Tendon Grout | Each | 15 | $ - 0 | 155 | 20 | 90 | 20 | 0 | 0 | 180 | 60 | ||||
| 134 | ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test Cylinders | Each | 155 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 | ||||
| 135 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter | Each | 40 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 | ||||
| 136 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter | Each | 40 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 | ||||
| 137 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter | Each | 40 | $ - 0 | 40 | 0 | 0 | 5 | 0 | 0 | 45 | 15 | ||||
| 138 | ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter | Each | 40 | $ - 0 | ||||||||||||
| 139 | ASTM E 114 - Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing | Each | 1 | $ - 0 | ||||||||||||
| 10 | 5 | 5 | 5 | 0 | 0 | 6 | 2 |
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