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EXHIBIT B Aderberg Limits, D 4318, CT 204 California Bearing RaOo (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, D4829, IBC 18-3 Expansion Potential (Method A), D 4546 Geofabric Tensile and Elongation Test, D 4632 Hydraulic Conductivity, D 5084 Hydrometer Analysis, D 6913, CT 203 Moisture, Ash, & Organic Matter of PeatlOrgamc 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 Proctor Density with Rods Conection D 1557 R-value, D 2844, CT 301 Sand Equivalent, D 2419, CT 217 Sieve Analysis, D 6913, CT 202 Sieve Analysis, 200 Wash, D 1140, CT 202 Specific Gravity, D 854 Thermal Resistivity (ASTM 5334, IEEE 442) Triaxial Shear, C.D, D 4767, T 297 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt Traxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per at Tdaxial Shear, U.U., D 2850 Unconfined Compression, D 2166, T 208 MASONRY Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 Brick Compression Test, C 67 Brick Efflorescence, C 67 Brick Modulus of Rupture, C 67 Brick Moisture as received, C 67 Brick SaNration Coefficient, C 67 Concrete Block Compression Test, 8x8x16, C 140 Concrete Block Conformance Package, C 90 Concrete Block Linear Shrinkage, C 426 Concrete Block Unit Weight and Absorption, C 140 Cores, Compression or Shear Bond, CA Code Masonry Grout 3x3x6 prism compression, C 39 Masonry Mortar, 2x4 cylinder compression, C 109 Masonry Prism, half size, compression, C 1019 Masonry Prism, Full size, compression, C 1019 REINFORCING AND STRUCTURAL STEEL Chemical Analysis, A 36, A 615 Fireproofing Density Test UBC 7-6 Hardness Test, Rockwell, A 370 High Strength Bolt, Nut & Washer Conformance, per assembly, A 325 Mechanically Spliced Reinforcing Tensile Test ACI Pre -Stress Strand (7 wire), A 416 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 Sbuctural Steel Tensile Test: Up to 200,000 lbs., A 370 Welded Reinforcing Tensile Test Up to No. 11 bars, ACI $ 170 Compression Tests, 6x12 Cylinder, C 39 $ 35 $ 550 Concrete Mix Design Review, Job Spec $ 300 $ 175 Concrete Ma Design, per Trial Batch, 6 cylinder, ACI $ 850 $ 300 Concrete Cam, Compression (excludes sampling), C 42 $ 120 $ 150 Drying Shrinkage, C 157 $ 400 $ 200 Flexural Test, C 78 $ 85 $ 350 Flexural Test, C 293 $ 85 $ 300 Flexural Test, CT 523 $ 95 $ 175 GunitelShotcrete, Panels, 3 cut cores per panel and test, ACI $ 275 $ 190 Lightweight Concrete Fill, Compression, C 495 $ 80 $ 170 Petrographic Analysis, C 856 $2,000 $ 200 Restrained Expansion of Shrinkage Compensation $ 450 $ 350 Splitting Tensile Strength, C 496 $ 100 $ 220 3x6 Grout, (CLSM), C 39 $ 55 $ 120 2x2x2 NonShrink Grout, C 109 $ 55 $ 35 $ 45 ASPHALT $ 300 Air Voids, T 269 $ 85 $ 175 Asphalt Mix Design, Caltrans (ncl. Aggregate Quality) $ 4,500 $ 220 Asphalt Mix Design Review, Job Spec $ 180 $ 340 Dust Proportioning, CT LP-4 $ 85 $ 375 Extraction, %Asphalt, including Gradation, D 2172, CT 382 $ 250 $ 125 Extraction, %Asphalt without Gradation, D 2172, CT 382 $ 150 $ 145 Film Stripping, CT 302 $ 120 $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 $ 225 $ 125 Marshall Stability, Flow and Unit Weight, T 245 $ 240 $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 $ 150 $ 550 Moisture Content. CT 370 $ 95 $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 $1,000 $ 350 Slurry Wet Track Abrasion, D 3910 $ 150 $ 250 Superpave, Asphalt Mix Vedficabon (ind. Aggregate Quality) $4,900 $ 180 Superpave, Gyratory Unit WL, T 312 $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 $1,000 Unit Weight sample or care, D 2726, CT 308 $ 100 $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2 $ 90 $ 55 Voids filled with Asphalt (VFA) CT LP-3 $ 90 $ 55 Wax Density, D 1188 $ 140 $ 50 $ 45 AGGREGATES $ 60 Clay Lumps and Friable Particles, C 142 $ 180 $ 70 Cleanness Value, CT 227 $ 180 $ 500 Crushed Particles, CT 205 $ 175 $ 200 Durability, Coarse or Fine, CT 229 $ 205 $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 $ 180 $ 70 Flat and Elongated Particle, D 4791 $ 220 $ 45 Lightweight Particles, C 123 $ 180 $ 35 to Angeles Abrasion, C 131 or C 535 $ 200 $ 120 Material Finer than No. 200 Sieve by Washing, C 117 $ 90 $ 200 Organic Impurities, C 40 $ 90 Paternal Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 $ 1,250 Potential Alkali Reactivity, Mortar Bar Melhod, Fine, C 1260 $ 950 $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 $ 475 $ 90 Send Equivalent, T 176, CT 217 $ 125 $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 $ 120 Sieve Analysis, Fine Aggregate (including wash), T 27, C t36 $ 145 $ 150 Sodium Sulfate Soundness, C 88 $ 450 $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 $ 115 $ 170 Specific Gravity, and Absorption, Fine, C 128, CT 207 $ 175 $ 75 $ 90 ROOFING $ 80 Roofing Tile Absorption, (set of5), C67 $ 250 Roofing Tile Strength Test, (set of 5), C 67 $ 250 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 12021 Laboratory Testing