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Atterberg Limits, D 4318, CT 204.. California Bearing Ratio (CBR), D 1883 Chloride and Sulfate Content, CT 417 & CT 422 Consolidation, D 2435, CT 219 Consolidation, Hydro -Collapse only, D 2435 Consolidation -Time Rate, D 2435, CT 219 Direct Shear- Remolded, D 3080 Direct Shear- Undisturbed, D 3080 Durability Index, CT 229 Expansion Index, D 4829, IBC 18-3 Expansion Potential (Method A), D 4546 Geofabric Tensile and Elongation Test, D 4632 Hydraulic Conductivity, D 5084 Hydrometer Analysis, D 422, CT 203 Moisture, Ash, & Organic Matter of PeatlOrganic Soils Moisture Only, D 2216, CT 226 Moisture and Density, D 2937 Permeability, CH, D 2434, CT 220 pH and Resistivity, CT 643. Proctor Density D1557, D 698, CT 216, AASHTO T-180 Procter Density with Rack Correction D 1557 R-value, D 2844, CT 301 _... Sand Equivalent D 2419, CT 217 Sieve Analysis, D 422, CT 202 Sieve Analysis, 200 Wash, D 1140, CT 202 Specific Gravity, D 854 Thermal Resistivity (ASTM 5334, IEEE 442) Tr axial Shear, C.D, D 4767, T297 Tr axial Shear, C.U., wlpore pressure, D 4767, T2297 per pt Triaxial Shear, C.U., wlo pore pressure, D 4767, T2297 per pt Traxial Shear, U.U., D 2850 Unconfined Compression, D 2166, T 208 170 550 175 300 150 200 350 300 175 190 170 200 350 220 120 35 45 300 175 220 340 375 125 145 100 125 925 550 450 350 250 180 MASONRY Bride Absorption, 24-hour submersion, 54v boiling, 7-day, C 67 $ 70 Brick Compression Test, C 67. $ 55 Beck Efflorescence, C 67 $ 55 Brick Modulus of Rupture, C 67 $ 50 Brick Moisture as received, C 67 $ 45 Bede Saturation Coefficient, C 67 $ 60 Concrete Block Compression Test, 3x8xl6, C 140 $ 70 Concrete Block Conformance Package, C 90 $ 500 Concrete Block Linear Shrinkage, C 426 $ 200 Concrete Block Unit Weight and Absorption, C 140 $ 70 Cores, Compression or Shear Band, CA Code $ 70 Masonry Grout 30A prism compression, C 39 $ 45 Masonry Mortar, 2x4 cylinder compression, C 109 $ 35 Masonry Prism, half size, compression, C 1019 $ 120 Masonry Prism, Full size, compression, C 1019 __...... $ 200 REINFORCING AND STRUCTURAL STEEL Chemical Analysis, A 36, A 615 $ 135 Fireproofing DensityTest UBC 7-6 $ 90 Hardness Test, Rockwell, A 370 $ 80 High Strength Bolt Nut & Washer Conformance, per assembly, A 325 $ 150 Mechanically Spliced Reinforcing Tensile Test ACI $ 175 Prestress Strand(7 wire), A 416 $ 170 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 $ 75 Structursl Steel Tensile Test Up to 200,000 lbs., A 370 $ 90 Welded Reinforcing Tensile Test: Up to No. 11 bars, AC .. $ 80 Compression Tests, 6x12 Cylinder, C 39 __.....$ 35 Concrete Ma Design Review, Jab Spec.._.. _.....$ 300 Concrete Ma Design, per Trial Batch, 6 cylinder, ACI $ 850 Concrete Cores, Compression (excludes sampling), C 42 $ 120 Drying Shrinkage, C 157 _....$ 400 Flexursl Test, C 78 $ 85 Flexuml Test, C 293 $ 85 Flexuml Test, CT 523 $ 95 GunitelShotcrsle, Panels, 3 cut cores per panel and test, ACI $ 275 Lightweight Concrete Fill, Compression, C 495 $ 80 Petmgrsphic Analysis, C 856 $ 2,000 Restrained Expansion of Shrinkage Compensation $ 450 Splitting Tensile Strength, C 496 $ 100 3x6 Grout (CLSM), C 39 _... $ 55 2x2x2 Nan -Shank Grout C109 $ 55 ASPHALT Air Voids, T 269 $ 85 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) $ 4,500 Asphalt Mix Design Review, Jab Spec $ 180 Dust Proportioning, CT LPA $ 85 Extraction, % Asphalt, including Gradation, D 2172, CT 382 $ 250 Extraction, % Asphalt without Gradation, D 2172, CT 382 $ 150 Film Stepping, CT 302.. _..._.$ 120 Hveem Stability and Unit Weight D 1560, T 246, CT 366 $ 225 Marshall Stability, Flow and Unit Weight, T 245 $ 240 Maximum Theoretical Unit Weight, D2041, CT 309 $ 150 Moisture Content CT 370. $ 95 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 $ 1,000 Slurry Wet Track Abrasion, D 3910 $ 150 Superpave, Asphalt Mix Verification (ind. Aggregate Quality) $ 4,900 Superpave, Gyratory Unit Wt., T 312. $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 $ 1,000 Unit Weight sample wean, D 2726, CT 308 $ 100 Voids in Mineral Aggregate, (VMA) CT LP-2. $ 90 Voids filled with Asphalt (VFA) CT LP-3 $ 90 Wax Density, D 1188 $ 140 AGGREGATES Clay Lumps and Friable Particles, C 142 $ 180 Cleanness Value, CT 227 $ 180 Crushed Partides, CT 205 $ 175 Durability, Coarse or Fine, CT 229 $ 205 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 $ 180 Flat and Elongated Particle, D 4791.. $ 220 Lightweight Partides, C 123 __ _$ 180 Lee Angeles Abrasion, C 131 or C 535 _......... $ 200 Material Finer than No. 200 Sieve by Washing, C 117 $ 90 Organic Impurities, C 40. $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 $ 1,250 Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 $ 950 Potential Reactivity of Aggregate (Chemical Method), C 289 $ 475 Sand Equivalent T 176, CT 217 $ 125 Sieve Analysis, Coarse Aggregate, T 27, C 136. $ 120 Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 $ 145 Sodium Sulfate Soundness, C 88. $ 450 Specific Gravity and Absorption, Coarse, C 127, CT 206 $ 115 Specific Gravity and Absorption, Fine, C 128, CT 207 $ 175 ROOFING Roofing Tile Absorption, (set of 5), C 67 __.....$ 250 Roofing Tile Strength Test, (set of 5),C67_........____........____........___$ 250 Special preparation of standard test specimens will be charged at the technician's hourly rate. Ninyo & Moore is accredited to perform the AASHFO equivalent of many ASTM test procedures. Ninyo&Moore I2019 Laboratory Testing 5 Stantec 25F-2/3 Stan tec Proposal for OrCallSmrmvaterProjecl Design Service s