Agenda Packet_2023-03-21 - Laserfiche WebLink

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SOILS 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 6913, 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....................... $ Proctor Density with Rock Correction 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., wlpore pressure, D 4767, T 2297 per pt................ $ Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt....................... $ Triaxial 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 Saturation 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. Prestress Strand (7 wire), A 416................................ Reinforcing Tensile or Bend up to No.11, A 615 & A 706........... Structural Steel Tensile Test: Up to 200,000 lbs., A 370 .... Welded Reinforcing Tensile Test: Up to No.11 bars, ACI CONCRETE 170 Compression Tests, 6x12 Cylinder, C 39...................................................$ 35 550 Concrete Mix Design Review, Job Spec .....................................................$ 300 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI...............................$ 850 300 Concrete Cores, 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 Gunite/Shotcrete, 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 Non -Shrink Grout, C 109.................................................................$ 55 35 45 ASPHALT 300 Air Voids, T 269............................................................................................ $ 85 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) .............................$ 4,500 220 Asphalt Mix Design Review, Job Spec ........................................................$ 180 340 Dust Proportioning, CT LP4 ........................................................................$ 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 Verification (incl. Aggregate Quality) ..................$ 4,900 180 Superpave, Gyratory Unit Wt., T 312..........................................................$ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324.................................$1,000 Unit Weight sample or core, 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 Los 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 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260...............$1,250 Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260....................$ 950 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ...................$ 475 90 Sand 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 136................. $ 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 of 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 hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. Ninyo IrOCailoratory Testing 16 - 230 3/21 /2023