Agenda Packet_2023-11-21 - Laserfiche WebLink

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SOILS CONCRETE Atterberg Limits, D 4318, CT 204........................................................... $ 170 Compression Tests, 6x12 Cylinder, C 39 $ 35 California Bearing Ratio (CBR), D 1883.................................................. $ 550 Concrete Mix Design Review, Job Spec. $ 300 Chloride and Sulfate Content, CT 417 & CT 422................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI $ 850 Consolidation, D 2435, CT 219................................................................ $ 300 Concrete Cores, Compression (excludes sampling), C 42 $ 120 Consolidation, Hydro -Collapse only, D 2435....................................... $ 150 Drying Shrinkage, C 157...................................... $ 400 Consolidation - Time Rate, D 2435, CT219..._......_......_......_......_._ $ 200 Flexural Test, C 78..._......_......_......_......_......_......_......_......_......_......__$ 85 Direct Shear- Remolded, D3080...... ...... ...... ...... ...... ...... ..... $ 350 Flexural Test, C293..... ...... ...... ...... ...... ...... ...... ...... . ._ __ $ 85 Direct Shear- Undisturbed, D 3080._......_......_......_......_......_........ $ 300 Flexural Test, CT 523_....._......_......_......_......_......_. _. $ 95 Durability Index, CT 229_ __.........................................................__ $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI .......... _ $ 275 Expansion Index, D4829, IBC 18-3 ..___ _..___... ..___... $ 190 Lightweight Concrete Fill, Compression, C495 $ 80 Expansion Potential (Method A), D 4546.................................. $ 170 Petrographic Analysis, C 856 $ 2,000 Geofabric Tensile and Elongation Test, D 4632.......................................$ 200 Restrained Expansion of Shrinkage Compensation $ 450 Hydraulic Conductivity, D 5084 ....................$ 350 Splitting Tensile Strength, C 496 ............. $ 100 Hydrometer Analysis, D 6913, CT 203 .................$ 220 3x6 Grout, (CLSM), C 39 $ 55 Moisture, Ash, & Organic Matter of PealJOrganic Soils ....$ 120 2x2x2 Non -Shrink Grout, C 109 $ 55 Moisture Only, D 2216, CT 226.... $ 35 Moisture and Density, D 2937....._ _......_......_......_.... $ 45 ASPHALT Permeability, CH, D 2434, CT 220....._......_......_......_......_......_......_ .. $ 300 Air Voids, T 269 $ 85 pH and Resistivity, CT 643 .... .... _ .... _ .... _ .... _..... _ .... _ .... _ .... _ .. $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) $ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180 ...................$ 220 Asphalt Mix Design Review, Job Spec $ 180 Proctor Density with Rock Correction D 1557..........................................$ 340 Dust Proportioning, CT LP-4.......... .... _ $ 85 R-value, D 2844, CT 301............................................................... _ _$ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382 ... _ $ 250 Sand Equivalent, D 2419, CT 217 $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 _.............. $ 150 Sieve Analysis, D 6913, CT 202. $ 145 Film Stripping, CT 302 ............ $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 $ 225 Specific Gravity, D 854._........................ $ 125 Marshall Stability, Flow and Unit Weight, T 245.._._ $ 240 Thermal Resistivity (ASTM 5334, IEEE 442) $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 $ 150 Triaxial Shear, C.D, D 4767, T 297 $ 550 Moisture Content, CT 370 _ .. _ $ 95 Triaxial Shear, C.U., wlpore pressure, D 4767, T 2297 per pt ._ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371.......... $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt _ $ 350 Slurry Wet Track Abrasion, D 3910 1 1 ................... _ $ 150 Triaxial Shear, U.U., D 2850 _ __ _ . _ _ _ $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) ............. __ $ 4,900 Unconfined Compression, D 2166, T 208 $ 180 Superpave, Gyratory Unit Wt., T 312 _ _ _._....................... - $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 .............................. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308......................................... $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 _........$ 70 Voids in Mineral Aggregate, (VMA) CT LP-2..............................................$ 90 Brick Compression Test, C 67 $ 55 Voids filled with Asphalt, (VFA) CT LP-3................................................... $ 90 Brick Efflorescence, C 67 _.._ _ $ 55 Wax Density, D 1188 $ 140 Brick Modulus of Rupture, C 67.................................................... $ 50 Brick Moisture as received, C 67_...........................................................$ 45 AGGREGATES Brick Saturation Coefficient, C 67...........................................................$ 60 Clay Lumps and Friable Particles, C 142 $ 180 Concrete Block Compression Test, 8x8x16, C 140 ..... _..... _..... _..... .. $ 70 Cleanness Value, CT 227 _ $ 180 Concrete Block Conformance Package, C 90 $ 500 Crushed Particles, CT 205 . $ 175 Concrete Block Linear Shrinkage, C 426 $ 200 Durability, Coarse or Fine, CT 229 $ 205 Concrete Block Unit Weight and Absorption, C 140 ........................... $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ................. _ $ 180 Cores, Compression or Shear Bond, CA Code .................................... $ 70 Flat and Elongated Particle, D 4791................................................... $ 220 Masonry Grout, 3x3x6 prism compression, C 39................................ $ 45 Lightweight Particles, C 123 _ ....................... $ 180 Masonry Mortar, 2x4 cylinder compression, C 109 ___ .....................__ _ $ 35 Los Angeles Abrasion, C 131 or C 535 .. _......_......_....._ $ 200 Masonry Prism, half size, compression, C 1019.................................. $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................$ 90 Masonry Prism, Full size, compression, C 1019......................................$ 200 Organic Impurities, C 4011 ...............................................$ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260...............$ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 __$ 950 Chemical Analysis, A 36, A 615 $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289................. $ 475 Fireproofing Density Test, UBC 7-6 _ _ $ 90 Sand Equivalent, T 176, CT 217 _ ... _................................................ $ 125 Hardness Test, Rockwell, A 370 _ .... .... .... ....$ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 ....................................... $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136............... $ 145 per assembly, A 325 $ 150 Sodium Sulfate Soundness, C 88 __._..._......__......_....__....__......_... _ $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI _...._...._...._.. $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 _............ $ 115 Pre -Stress Strand (7 wire), A 416 _....._.. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 ...._................... $ 175 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 ROOFING Welded Reinforcing Tensile Test: Up to No.11 bars, ACI_ $ 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. Niny0l*cEeolandliboratoryTesting 17 - 285 11 /21 /2023