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FEE SCHEDULE AOerberg Limits, D 4318, CT 204 $ 170 California Beading Ratio (CBR), D 1B83 $ 550 Chloride and Sulfate Content, CT 417 & CT 422 $ 175 Consolidation, D 2435, CT 219 $ 300 Consolidafion, Hydro -Collapse only, D 2435 $ 150 Consolidation- Time Rate, D 2435, CT 219 $ 200 Direct Shear -Remolded, D 3080 $ 350 Direct Shear- Undisturbed, D 3080 $ 300 Durability Index, CT 229 $ 175 Expansion Index, D 4829, IBC 18-3 $ 190 Expansion Potential (Method A), D 4546 $ 170 Ceofsbnc Tensile and Elorgation Test, D 4632 $ 200 Hydraulic Conductivity, D 5084 $ 350 Hydrometer Analysis, D 6913, CT 203 $ 220 Moisture, Ash, & Organic Matter of PeatlOnganic Soils $ 120 Moisture Only, D 2216, CT 226 $ 35 Moisture and Density, D 2937 $ 45 Permeability, CH, D 2434, CT 220 $ 300 pH and Resistivity, CT 643 $ 175 Proctor Density D1557, D 698, CT 216, AASHTO T-180 $ 220 Proctor Density with Rock Condo D 1557 $ 340 R-value, D 2844, CT 301 $ 375 Sand Equivalent, D 2419, CT 217 $ 125 Sieve Analysis, D 6913, CT 202 $ 145 Sieve Analysis, 2D0 Wash, D 1140, CT 202 $ 100 Specific Gravity, D 854 $ 125 Thermal Resistivity (ASTM 5334, IEEE 442) $ 925 Triaxial Shear, C.D, D 4767, T 297 $ 550 Tdaxial Shear, C.U., wlpore pressure, D 4767, T 2297 per pt $ 450 Triaxial Shear,C.U., w/o pore pressure, D 4767, T 2297 perpt $ 350 Tdaxial Shear, U.U., D 2850 $ 250 Uncronfined Compression, D 2166, T 208 $ 180 MASONRY Brick Absorption, 24-hoursubmersion, 5-hr boiling, 7-day, C 67 $ 70 Brick Compression Test C 67 $ 55 Brick Efflorescence, C 67 $ 55 Brick Modulus of Rupture, C 67 $ 50 Brick Moisture as received, C 67 $ 45 Brick Saturation Coefficient, C 67 $ 60 Concrete Block Compression Test, 8x8xl6, C 140 $ 70 Concrete Block Conformance Package, C 90 $ 500 Concrete Black Linear Shrinkage, C 426 $ 200 Concrete Block Unit Weight and Absorption, C 140 $ 70 Cores, Compression or Shear Bond, CA Code $ 70 Masonry Grout, 3x3x6 prism compression, C 39 $ 45 Masonry Mortar, 2x2 cube compression, C 109 $ 35 Masonry Prism, half sae, compression, C 1019 $ 120 Masonry Prism, Full sae, compression, C 1019 $ 200 REINFORCING AND STRUCTURAL STEEL Chemical Analysis, A 36, A 615 $ 135 Fireproofing Density Test. UBC 7-6 $ 90 Hardness Test, Rockwell, A 370 $ 80 High Strength Bolt, Nut & Washer Conformance, par assembly, A 325 $ 150 Mechanically Spliced Reinforcing Tensile Test ACI $ 175 Pre -Stress Strand (7 wire), A 416 $ 170 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 $ 90 Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI $ 80 Compression Tests, 602 Cylinder, C 39 $ 35 Concrete Mix Design Review, Job Spec $ 300 Concrete Mix Design, per Trial Batch, 6 cylinderr ACI $ 850 Concrete Cores, Compression (excludes sampling), C 42 $ 120 Drying Shrinkage, C 157 $ 400 Flexural Test, C 78 $ 85 Flexural Test, C 293 $ 85 Flexural Test, CT 523 $ 95 GunitelShotcrets, Panels, 3 cut cores per panel and test, ACI $ 275 Lightweight Concrete Fill, Compression, C 495 $ 80 Petrographic Analysis, C 856 $ 2,000 Restrained Expansion of Shrinkage Compensation $ 450 Splitting Tensile Strength, C 496 $ 100 3x6 Grout, (CLSM), C 39 $ 55 2x2x2 Non -Shrink Grout, C 109 $ 55 ASPHALT Air Voids, T 269 $ 85 Asphalt Mix Design, Calmns (incl. Aggregate Quality) $ 4,500 Asphalt Mix Design Review, Job Spec $ 180 Dust Proportioning, CT LP-4 $ 85 Extraction, % Asphalt, including Gradation, D 2172, CT 382 $ 250 Extraction, % Asphalt without Gradation, D 2172, CT 382 $ 150 Film Snipping, CT 302 $ 120 Hveem Stability and Unit Weight D 1550, T 246, CT 366 $ 225 Marshall Stability, Flow and Unit Weight, T 245 $ 240 Maximum Theoretical Unit Weight, D 2041, 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 Supeipave, Asphalt Mix Verification (Ind. Aggregate Quality) $ 4,900 Superpave, Gyratory Unit M., T 312 $ 100 Supemave, Hamburg Wheel, 20,000 passes, T 324 $ 1,000 Unit Weight sample or core, D 2726, CT 308 $ 100 Voids in Mineral Aggregate, (VMA) CT LP-2 $ 90 Voids filled with Asphalt, (VIA) CT LP-3 $ 90 Wax Density, D 1188 $ 140 AGGREGATES Clay Lumps and Friable Particles, C 142 $ 180 Cleanness Value, CT 227 $ 180 Crashed Particles, 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 UghtweightParides, C 123 $ 180 Los 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 Potendal 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, (selof 5), C 67 $ 250 Roofing Tile Strength Test, (set of 5), C 67 $ 250 Special preparation of standard test specimens will be charged at the technician's houdy rate. Ninyo & Moore is accredited to pedortn the AASHTO equivalent of many ASTM test procedures.