NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS

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SOILS CONCRETE Atterberg Limits, D 4318, CT 204 $ 160 Compression Tests, 6xl2Cylinder, C 39 $ 25 California Bearing Ratio (CBR), D 1883 $ 485 Concrete Mix Design Review, Job Spec $ 155 Chlonde and Sulfate Content, CT 417 & CT 422 $ 175 Concrete Mix Design, perTrial Batch, 6 cylinder, ACI $ 825 Consolidation, D 2435, CT 219 $ 300 Concrete Cores, Compression (excludes sampling), C 42 $ 60 Consolidation -Time Rate, D 2435, CT 219 $ 75 Drying Shrinkage, C 157 $ 350 Direct Shear -Remolded, D3080 $ 325 Flexural Test, C 78 $ 65 Direct Shear- Undisturbed, D 3080 $ 275 Flexural Test, C 293 $ 60 Curability Index, CT 229 $ 165 Flexural Test, CT 523 $ 80 Expansion Index, D 4829, IBC 18-3 $ 180 Gunite)Shotcrete, Panels, 3 cut cores per panel and test, ACI $ 275 Expansion Potential (Method A), D 4546 $ 160 Jobsile Testing Laboratory Quote Geofabric Tensile and Elongation Test, D 4632 $ 180 Lightweight Concrete Fill, Compression, C 495 $ 45 Hydraulic Conductivity, D 5084. $ 330 Petrographic Analysis, C 856 $ 1,900 Hydrometer Analysis, D 422, CT 203 $ 220 Restrained Expansion of Shrinkage Compensation $ 270 Moisture, Ash, & Organic Matter of PeaVOrganic Soils $ 120 Splitting Tensile Strength, C 496 $ 90 Moisture Only, D 2216, CT 226 $ 35 3x6 Grout, (CLSM), C 39 $ 45 Moisture and Density, D 2937 $ 45 2x2x2 Non -Shrink Grout, C 109 $ 45 Permeability, CH, D 2434, CT 220 $ 255 pH and Resistivity, CT 643 $ 175 ASPHALT CONCRETE Proctor Density D 1557, D 698, CT 216, & Air Voids, T 269 $ 50 AASHTO T-180 (Rock corrections add $100) $ 200 Asphalt Mix Design, Caltrans (excl. Aggregate Quality) $ 2,800 R -value, D 2844, CT 301 $ 295 Asphalt Mix Design Review, Job Spec $ 165 Sand Equivalent, D 2419, CT 217 $ 110 Dust Proportioning, CT LP4 $ 50 Sieve Analysis, D 422, CT 202 $ 130 Extraction, %Asphalt, including Gradation, D 2172, CT 382 $ 240 Sieve Analysis, 200 Wash, D 1140, CT 202 $ 100 Film Stripping, CT 302 $ 110 Specific Gravity, D 854 $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 $ 215 Thermal Resistivity (ASTM 5334, IEEE 442) $ 880 Marshall Stability, Flow and Unit Weight, T 245 $ 240 Triaxial Shear, CO, D 4767, T 297 $ 430 Maximum Theoretical Unit Weight, D 2041, CT 309 $ 150 Triaxial Shear, C.U., wlpore pressure, D 4767, T 2297 per pt $ 365 Moisture Content, CT 370 $ 85 Triaxial Shear. C.U„ w/o pore pressure, D 4767, T 2297 per pt $ 210 Moisture Susceptibility and Tensile Stress Ratio, T238, CT 371 $1,000 Triaxial Shear, U.U., D 2850 $ 155 Slurry Wet Track Abrasion, D 3910 $ 150 Unconfined Compression, D 2166, T 208 $ 120 SuperPave, Asphalt Mix Verification (incl. Aggregate Quality) $ 5,200 Wax Density, D 1188 $ 100 SuperPave, Gyratory Unit WL, T 312 $ 75 SuperPave, Hamburg Wheel, 20,000 passes, T 324 $ 1,000 MASONRY Unit Welghtsample or core, D 2726, CT 308 $ 100 Brick Absorption, 24-hour submersion, C 67 $ 50 Voids In Mineral Aggregate, (VMA) CT LP -2 $ 50 Brick Absorption,5-hourboiling, C 67 $ 60 Voids filed with Asphalt,(VFA) CT LP -3 $ 50 Brick Absorption, 7 -day, C 67 $ 65 Brick Compression Test, C 67 $ 50 AGGREGATES Brick Efflorescence, C 67 $ 50 Clay Lumps and Friable Pedicles, C 142 $ 160 Brick Modulus of Rupture, C 67 $ 45 Cleanness Value, CT 227 $ 160 Brick Moisture as received, C 67 $ 40 Crushed Particles, CT 205 $ 165 Brick Saturation Coefficient, C 67 $ 55 Durability, Coarse or Fine, CT 229 $ 195 Concrete Block Compression Test, 8x8xl6, C 140 $ 65 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 $ 180 Concrete Block Conformance Package, C 90 $ 485 Flat and Elongated Particle, D 4791 $ 220 Concrete Block Linear Shrinkage, C 426 $ 135 Lightweight Padicles, 0123 $ 180 Concrete Block Unit Weight and Absorption, C 140 $ 60 Los Angeles Abrasion, C 131 or C 535 $ 200 Cores, Compression or Shear Bond, CA Code $ 60 Material Finer than No. 200 Sieve by Washing, C 117 $ 75 Masonry Grout, 3x3x6 pram compression, C 39 $ 35 Organic Impurities, C 40 $ 80 Masonry Modar, 2x4 cylinder compression, C 109 $ 35 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 $ 950 Masonry Prism, half size, compression, 01019 $ 120 Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 $ 1,250 Masonry Prism, Full size, compression, C 1019 $ 185 Potential Reactivity of Aggregate (Chemical Method), C 289 $ 450 Sand Equivalent, T 176, CT 217 $ 110 REINFORCING AND STRUCTURAL STEEL Sieve Analysis, Coarse Aggregate, T 27, C 136 $ 115 Chemical Analysis, A 36, A 615 $ 135 .Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 $ 130 Fireproofing Density Test, UBC 7-6 $ 60 Sodium Sulfate Soundness, C 68 $ 450 Hardness Test, Rockwell, A 370 $ 70 Specific Gravity and Absorption, Coarse, C 127, CT 206 $ 100 High Strength Bolt, Nut & Washer Conformance, .Specific Gravity and Absorption, Fine, C 128, CT 207 $ 160 per assembly, A 325 $ 130 Mechanically Spliced Reinforcing Tensile Test, ACI $ 150 ROOFING Pre -Stress Strand (7 wire), A 416 $ 170 Roofing Tile Absorption, (set of 5), C 67 $ 210 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 $ 55 Roofing Tile Strength Test, (set of 5), C 67 $ 210 Structural Steel Tensile Test: Up to 200,0001bs. (machining extra), A 370 $ 80 Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI $ 60 Special preparation of standard test specimens will be charged at the technician's hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. Ninyo & Moore 12016 Laboratory Testing