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Aferbeig Limits, D 4318, CT 204 California Beading Ratio (CBR), D 1883 Chloride and Sulfate Content, CT 417 8 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 Tes4 D 4632 Hydraulic Conductivity, D5084_...... Hydrometer Analysis, D 422, CT 203 __.. Moisture, Ash, & Organic Matter of Peat/Organic 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 691 CT 216, AASHTO T-180 Proctor Density with Rock Corection D 1557 R-value, D 2844, CT 301 Sand Equivalent, D 2419, CT 217 _._. Sieve Analysis, D 422, CT 202 _,.... Sieve Analysis, 200 Wash, D 1140, CT 202. _ Specific Gravity, D 854.. _.. Thermal Resistivity (ASTM 5334, IEEE 442) Tdaxial Shear, C.D, D 4767, T 297.. ._._. Triaxial Shear, C.U., wlpore pressure, D 4767, T 2297 per pt Tdaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 perpt Triaxial Shear, U.U., D 2850 __.. Unconfined Compression, D 2166, T 208 MASONRY Bride Absorption, 24-hour submersion,5-hr boiling, 7-day, C 67 $ 70 Bride Compression Test, C 67 .... _._ $ 55 Bride Efflorescence, C 67 _,..... __ _...._.... $ 55 Bride Modulus of Rupture, Cfi7 _.. _._.. ... $ 50 Brick Moisture as received, C 67 _..... __,........ _._ ... $ 45 Bdck Saturation Coeffidont, C 67 .... $ 60 Concrete Block Compression Test, BxBx16, C 140 $ 70 Concrete Block Conformance Package, C 90 $ 500 Concrete Block Linear Shrinkage, C 426 $ 200 Concrete Block Unit Weight and Absorption, C 140. _ _. $ 70 Cores, Compression or Shear Bond, CA Code. _.........._.._... $ 70 Masonry Grout, 3x3x6 prism compression, C 39 ._.. _...... $ 45 Masonry Mortar, 2x4 cylinder compression, C 109 ..__... __....$ 35 Masonry Prism, half size, compression, C 1019 _.. _... _..........__$ 120 Masonry Prism, Full size, compression, C 1019 _.._... _.. __..$ 200 REINFORCING AND STRUCTURAL STEEL Chemical Analysis, A 36, A 615.... __._...$ 135 Fireproofing Density Test, UBC 7-6.. $ 90 Hardness Test, Rockwell, A 370._.. _.. _ $ 80 High Strength Bolt, Nut& Washes Conformance, per assembly, A 325. __. $ 150 Mechanically Spliced Reinforcing Tensile Test, ACI $ 175 Pre,Sbess Strand (7 wire), A 416 $ 170 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 $ 75 Structural Steel Tensile Test Up to 200,000 Its., A 370 $ 90 Welded Reinforcing Tensile Test Up to No. 11 bars, ACI $ 80 Compression Tests, 6x12 Cylinder, C 39 _ _..., _... $ 35 Concrete Moe Design Review, Job Spec _......._ $ 300 Concrete Mu Design, per Trial Batch, 6 cylinder. ACI _.. _.... $ 850 Concrete Cones, Compression (excludes sampling), C 42..._...... $ 120 Drying Slivinkage, C 157....... _. $ 400 Flexural Test, C 78 _...___._.. _.. _... _ $ 85 FlexuralTes1, C 293._.., _.... _. _ ._...._...._._... $ 85 FlexuralTmI, CT 523_.... .. $ 95 GunilelSiptcrele,Panels, 3 cut cores per panel and test, ACI $ 275 Lightweight Concrete Fill, Compression, C 495 $ 80 Petrographic Analysis, C 856 .. $ 2,000 Restrained Expansion of Shrinkage Compensalon _ __......... $ 450 Splitting Tensile Strength, C 496...... _. _..... __...$ 100 3x6 Gmut,(CLSM), C 39 _.._.. ._....$ 55 ZtWNm-Shrink Groh, C109 __._.. __...... _. $ 55 ASPHALT Air Voids,T269..._. _ _.$ 85 Asphalt Ma Design, Calicos line. Aggregate Quality) _.. $ 4,500 Asphalt Mu Design Review, Job Spec.. $ 180 Dust Proportioning, CT LPd._.. $ 85 Extraction, % Asphalt, including Gradation, D 2172, CT 382 $ 250 Extraction, % Asphaltwilhout Gradation, D 2172, CT 382 $ 150 Film Stripping, CT 302._.. _.... $ 120 Hveem Stability and Unit Weight D 1560, T 246, CT 366 $ 225 Marshal Stability, Flow and Unit Weight T 245._ $ 240 Maximum Theoretical Unit Weight, D 2041, CT 309 $ 150 MoistureContent CT 370 $ 95 MoistoreSusceptibility, and Tensile Stress Ratio, T238, CT 371 $1,000 Slurry Wet Track Abrasion, D 3910 $ 150 Superpave, Asphalt Mk Verification find. Aggregate Quality) $ 4,900 Superpare, Gyratory UnitWt., T 312. $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 $1,000 Unit Weight sample m core, D 2726, CT 308... $ 100 Voids in Mineral Aggregate, (VMA) CT LP-2 _.. $ 90 Voids filed with Asphalt, (VFA) CT LP-3 _.. $ 90 Wax Density, D 1188 $ 140 AGGREGATES Clay Lumps and Friable Panicles, C 142 _.. .._ _ $ 180 Cleanness Value, CT 227 _ _....... _...$ 180 Crashed Particles, CT 205 __.__ _ $ 175 Durability, Coarse or Fine, CT 229_... $ 205 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 $ 180 Flat and Elongated Particle, D 4791 . _._._. $ 220 L'ghlweght Parfides, C 123 _.... $ 180 Los Angeles Abrasion, C 131 or C 535 $ 200 Material Finer than No. 200 Sieve by Washing, C 117 $ 90 Organic Impurities, C 40 $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 $1,250 Potential Alkali ReaclNity, Mortar Bar Method, Fine, C 1260 $ 950 Potential Reactivity of Aggregate (Chemical Me0rod), C 289 $ 475 Sand Equivalent, T 176, CT 217 _. $ 125 SieveAraysis, Coarse Aggregate, T 27, C 136 $ 120 Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 $ 145 Sodium Sulfate Soundness, C 88. $ 450 Specific Gravity and Absorption, Coarse, C 127, CT 206 $ 115 Specific Gravity and Absorption, Fine, C 128, CT 207 $ 175 ROOFING Roofing Tile Absorption,(set at 5), C 67. _... __._._... __. _... $ 250 Roofing Tile Strength Test, (set of 5), Cfi7 _..__.___.... _....$ 250 Special preparation of standard test specimens will be charged at the technidan's hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. Ninyo&Moore 12019LabomtoryTesting 5 Stantec Stanek • Proposal for On -Call Stormwater Project Design Services