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SCSI, INC. SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT. <br />Asphalt Concrete - Continued <br />Hveem& Stabilometer Value (Cal 366)..........................................................................................................................................$168 <br />$27 <br />Ignition Oven Correction Factor (AASHTO T308)...........................................................................................................................500 <br />Marshal Density, Stability 8 Flow (ASTM D6927) per plug...............................................................................................................168 <br />MarshalDensity (ASTM D6926) per plug.........................................................................................................................................133 <br />Moisture Content of Asphalt Mixtures Using Microwave (Cal 370).....................................................................................................50 <br />Moisture Vapor Susceptibility (Cal 307)............................................................................................................................................259 <br />...................... 1,040 <br />OptimumBitumen Content (Cal 367)............................................................................................................................................3,100 <br />Percent Bitumen Asphaltic Concrete (Cal 382, ASTM D6307)..........................................................................................................183 <br />Residue by Evaporation (Cal 331)....................................................................................................................................................178 <br />Rice - Maximum Theoretical Specific Gravity AC (Cal 309, ASTM D2041)......................................................................................133 <br />Sieve Analysis — Extracted Aggregate (Cal 382, ASTM D5444)........................................................................................................89 <br />Stabilityand Flow (ASTM D1559)....................................................................................................................................................147 <br />StabilometerValue (Cal 366)...........................................................................................................................................................147 <br />qua <br />Superpave Aggregate Qualities (Standard Cal -Trans Section 39 Requirements)..........................................................................1,050 <br />Superpave Mix Design -No RAP testing or Aggregate Qualities (AASHTO R35/Cal-Trans Section 39) .........................................6,700 <br />Superpave RAP Testing -Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39)........................................................5,700 <br />Superpave RAP Testing -Not Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39) .................................................2,850 <br />Swell Asphalt Concrete (Cal 305, ASTM 01561).............................................................................................................................147 <br />Tensile Strength Ratio -Plant Produced HMA (AASHTO T283)........................................................................................................900 <br />Wet Track Abrasion (ASTM D3910).................................................................................................................................................285 <br />Concrete <br />2X2Cube Compression.................................................................................................................................................................. <br />$27 <br />Concrete Core Compression (ASTM C42).........................................................................................................................................59 <br />Concrete Cylinder Compression (Cal 521, ASTM C39)......................................................................................................................27 <br />Flex Beam Modulus of Rupture (Cal 523, ASTM C78).......................................................................................................................74 <br />Modulus of Elasticity (Cal 522, ASTM C469)....................................................................................................................................261 <br />ShotcreteMockup Panel (ASTM C1140) ....................... .......................................................................................... <br />...................... 1,040 <br />Shotcrete Panel, 3 Cores —Compression (CBC).............................................................................................................................290 <br />Shrinkage -Hardened Concrete (ASTM C157 - Modified).................................................................................................................371 <br />Split Tensile, Concrete Cylinder (ASTM C496)..................................................................................................................................74 <br />Timeof Set (ASTM C403)................................................................................................................................................................200 <br />TrialBatch Beam (Cal 523, ASTM C192)...........................................................................................................................................69 <br />Trial Batch Concrete Cylinder (Cal 521, ASTM C192).......................................................................................................................38 <br />Trial Batch Fabrication (ASTM C192) <br />qua <br />............................................................................ <br />Unit Weight, Hardened Concrete (ASTM C642)............................................................ <br />Unit Weight, Lightweight Concrete (ASTM C567)......................................................... <br />Masonry <br />Absorption Block (ASTM C140)...................................................................................................... <br />CompressionAdobe...................................................................................................................... <br />Compression Block, Standard (ASTM C140)................................................................................. <br />Compression, Brick (ASTM C67)................................................................................................... <br />EfflorescenceBlock......................................................................................................................... <br />Efflorescence, Brick (ASTM C67).................................................................................................... <br />Grout Prism Compression (ASTM C1019)...................................................................................... <br />Masonry Core Compression (ASTM C42)....................................................................................... <br />Masonry Core Shear (CBC 2105A.4)............................................................................................... <br />Masonry Prism Compression (ASTM E447)..................................... <br />............................................... <br />Mortar Bond Strength — Pull Test (ASTM C482)............................................................................. <br />Mortar Cylinder Compression........................................................................................................... <br />Mortar Shear Strength (ANSI 118).................................................................................................. <br />Relative Mortar Strength (Cal 515).................................................................................................. <br />Shrinkage — Masonry Block (ASTM C426)...................................................................................... <br />Trial Grout Prisms (ASTM C942)..................................................................................................... <br />Water Retention and Air Content (ASTM C270).............................................................................. <br />25B-192 <br />