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SOILS CONCRETE Aflerberg Limits, D 4318, CT 204 $ 160 Compression Tests, 602 CylindatC 39 S 25 Cafilamia Bearing Ratio (CBR), D 1883 $ 485 Concrete Mu Design Review, Job Spec S 155 CNoddle and Sulfate Content CT 417 It CT 422 S 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI $ 825 Consolidation, 02435, CT 219 $ 300 Concrete Cores,Compression(exdudes sampling), C 42 S 60 Consolidation - Tone Rate, D 2435, CT 219 $ 75 Drying Shrinkage, C 157 $ 350 Direct Shear -Remolded, D3080 $ 325 Flexural Test C 78 $ 65 Direct Shear- Undisturbed, 03080 $ 275 Flexural Test C 293 $ 60 Durability Index, CT 229 $ 165 Flexural Test CT 523 $ 80 Expansion Index, D 4829, IBC IN S 180 Gunfte/Sholcrete, Panes, 3 an cores per panel and lest ACI $ 275 Expansion Potential (Method A), D 4546 $ 160 Jobsle Testing laboratory Quote Geofabric Tensile and Elongation Test, D 4632 $ 180 LilIfteighl 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 PeallOrganic Soils $ 120 Spotting Tensile Strength, C 496 $ 90 Moisture Only, D 2216, CT 226 $ 35 3x6 Grout(CLSM), C 39 S 45 Moisture and Density. D 2937 $ 45 bX NonShdnk Grout C 109 $ 45 Permeability, CH, D 2434, CT 220 S 255 pH and Resistivity, CT643 $ 175 ASPHALTCONCRETE Proctor Density D 1557, D 698, CT 216, & Air Voids, T 269 $ 50 AASHTO T-180 (Rock corrections add $100) S 200 Asphalt Mu Design, Callrans (exc. Aggregate Quality) $ 2,800 R -value, D 2844, CT 301 $ 295 Asphdl Mix Design Review, Job Spec S 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 SIabSAy and Unit Weight D 1560, T 246, CT 366 S 215 Thermal Resistivity (ASTM M. IEEE 442) $ 680 Marshall Stability, Flow and Unit Weight T 245 S 240 Triaxial Shear, C.D, D 4767, T 297 $ 430 Maximum Theoretical Unit Weight D 2041, CT 309 S 150 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt $ 365 Moisture Content CT 370 S 85 Traxal War. C.U.,Wo pore pressure, D 4767, T 2297 per pt $ 210 Moisture Susceptibility arid Tensile Stress Ratio, T238, CT 371 $1,000 Triaxial Shear, U.U.. D 2850 $ 155 Slurry Wel Track Abrasion, D 3910 $ 150 Unconfined Compression, D 2166, T 208 $ 120 SuperPave, Asphalt Mix Verification (rod Aggregate Quality) S 5,2DO Wax Density, D 1188 $ 100 SuperPave, Gyratory Unit WI., T 312 S 75 SuperPave, Hamburg Wheel, 20,000 passes, T 324 $1,000 MASONRY Unit Weight sample or core, 02726, CT 308 $ 100 Brick Absorption, 24-hour submersion, C 67 $ 50 Voids in Mineral Aggregate. (VMA) CT LP -2 S 50 Brick Absorption, 5 -hour boiling, C 67 $ 60 Vols filed with Aspha4(VFA) CT LP -3 $ 50 Brick Absorption, 7 -day, C 67 $ 65 Brick Compression Test C67 $ 50 AGGREGATES Brick Efflorescence, C 67 $ 50 Cay Lumps and Friable PaAides, C 142 $ 160 Brick Modulus of Rupture, C 67 S 45 Cleanness Value, CT 227 $ 160 Brick Moisture as received, C 67 $ 40 Crushed Particles, CT 205 $ 165 Brick Saturation Coefficient C 67 S 55 Durability, Coarse or Fine, CT 229 $ 195 Concrete Back Compression Test 8x8xl6, C 140 $ 65 Fine Aggregate Angularly. ASTM C 1252, T 304, CT 234 S 180 Concrete Block Conformance Package, C 90 $ 485 Flat and Ebngated Particle, D 4791 $ 220 Concrete Block Linear Shrinkage, C 426 $ 135 Lightweight Panicles, C 123 S 180 Concrete SW Unit Weight and Absorption, C 140 $ 60 Las Angeles Abrasion, C 131 or C535 $ 200 Cores, Compression ler Shear Bond, CA Code $ 60 Material Firer than No. 200 Sieve by Was", C 117 S 75 Masonry Grout 3x3x6 prism compression. C 39 $ 35 Organic Impurities, C 40 $ 80 Masonry Mortar, 2k4 cyNMer compression. C 109 $ 35 Potential ARM Reactivity, Mortar Bar Method, Coarse, C 1260 $ 950 Masonry Prism, half size, compression, C 1019 S 120 Potential AM Reactivity, Morar Bar Method, Fine, C 1260 $1,250 Masonry Prism, Ful size, compression, C 1019 $ 185 Potential Readivity of Aggregate (Chemical Method), C 289 $ 450 Sand Equivalent T 176, CT 217 S 110 REINFORCING AND STRUCTURAL STEEL Sieve Analysis, Coarse Aggregate, T 27, C 136 S 115 Chemical Analysis, A 36, A 615 $ 135 Sieve Analysis, Fine Aggregate (neuding wash), T 27, C 136 $ 130 Fireproofing Density Test UBC 7.6 $ 60 Sodium Sulfate Soundness, C 88 S 450 Hardness Test Rockwell, A 370 $ 70 Specific Gravity and Absorption, Coarse, C 127, CT 206 $ 100 High Strength Bot Nut & Washer Conformance, Specific Gravity and Absorption, Fine, C 128, CT 207 $ 160 per assembly, A 325 $ 130 Mechanically Spliced Reintorcirg Tensile Test ACI $ 150 ROOFING Pre -Stress Strand (7 wine), 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 Roofrrg Tile Strength Test (set of 5). C 67 $ 210 Structural Steel Tensile Test Up to 200.000 (In (madrining 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& Mare is accredited to perform the AASHTO equivalent of many ASTM lest procedures. Ninyo&Moore 12016 Laboratory Testing