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SCSI, INC. SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT. <br />Soil and Aggregate - Continued <br />Durability Index (Cal 229, ASTM D3744).......................................................... <br />Expansion Index (ASTM D4289)...................................................................... <br />Fine Aggregate Angularity (AASHTO T304) ..................................................... <br />Fineness Modulus (ASTM C136)..................................................................... <br />Flat 8 Elongated Pieces/Size (ASTM D4791) .................................................. <br />Light Weight Pieces (ASTM C123).................................................................... <br />Liquid Limit (Cal 204, ASTM 04318)................................................................. <br />Los Angeles Abrasion — larger than 1 in" (Cal 211, ASTM C535) ..................... <br />Los Angeles Abrasion —1 in" and smaller (Cal 211, ASTM C131) ................... <br />Maximum Density Check Point (ASTM D698/D1557)....................................... <br />Maximum Density/Optimum Moisture - 4" (ASTM D1557) ................................. <br />Maximum Density/Optimum Moisture - 4" (ASTM D698) ................................... <br />Maximum Density/Optimum Moisture - 6" (ASTM D1557) ................................. <br />Maximum Density/Optimum Moisture - 6" (ASTM 0698) ................................... <br />Minimum Density (ASTM D1556)....................................................................... <br />Moisture Content (Cal 226, ASTM C566, ASTM D2216) ................................... <br />Natural Density —Chunk Sample (ASTM D2937) ............................................... <br />Natural Moisture/Density Ring or Core Sample (ASTM D2937) ........................ <br />Organic Impurities (Cal 213, ASTM C40).......................................................... <br />Organic Matter (ASTM D2974).......................................................................... <br />Percent Finer than #200 (ASTM C117, ASTM Of 140) ...................................... <br />Permeability Remold Sample includes Maximum Density (ASTM D2434) ........ <br />Permeability Remold Sample includes Maximum Density (ASTM D5084) ........ <br />Permeability Undisturbed Sample (ASTM D5084) ............................................ <br />Petrographic Analysis (Cal 215, ASTM C295) ................................................... <br />pH 8 Resistivity (Cal 643, ASTM G51).............................................................. <br />Plastic Limit (Cal 204, ASTM D4318)................................................................ <br />Plasticity Index (Cal 204, ASTM 4318).............................................................. <br />Potential Reactivity (ASTM C289)..................................................................... <br />Residual Shear (ASTM D6467)......................................................................... <br />Rock Correction (ASTM D4718)......................................................................... <br />R -Value (Cal 301, ASTM D2844)...................................................................... <br />Sand Equivalent (Cal 217, ASTM D2419)......................................................... <br />Sieve Analysis (Cal 202, ASTM C136, ASTM D422) ........................................ <br />Sieve Analysis Pit Sample (Cal 202, ASTM Of 36) ............................................ <br />Sieve Analysis with Hydrometer (Cal 203, ASTM D422) ................................... <br />Soil Cement Compression Strength (Cal 312, ASTM D1633) ........................... <br />Soil Cement Cylinder Fabrication (Cal 312, ASTM D1632) ............................... <br />Soluble Chlorides (Cal 422)............................................................................... <br />Soluble Sulfate (Cal 417)................................................................................... <br />Soundness 5 Cycles/Size (Cal 214, ASTM C88) ............................................... <br />Specific Gravity Coarse Aggregate (Cal 206, ASTM C127) .............................. <br />Specific Gravity Fine Aggregate (Cal 207, ASTM C128) ................................... <br />Triaxial Shear Consolidated -Undrained (ASTM D4767) .................................... <br />Triaxial Shear Unconsolidated -Undrained (ASTM D2850) ................................ <br />Triaxial Staged Consolidated -Undrained (ASTM D4767) .................................. <br />Triaxial Staged Unconsolidated -Undrained (ASTM D2850) .............................. <br />Unconfined Compression (ASTM D2166)......................................................... <br />Unit Weight Aggregate (Cal 212, ASTM C29) ................................................... <br />Asphalt Concrete <br />.................................... $224 <br />......................................177 <br />....................... 74 <br />.......................35 <br />.......................41 <br />.......................35 <br />.................. I.... 90 <br />....................... 75 <br />....................... 70 <br />.....................400 <br />Asphalt Conformance Testing Full (inc. % Bitumen, SA Extracted, (2) Hveem, Maximum Theoretical, (2) Stabilometer Value) ...$833 <br />Asphalt Conformance Testing Modified (inc. % Bitumen, SA Extracted, (2) Hveem)........................................................................465 <br />Asphalt Core Specific Gravity (Cal 308, ASTM D2726).......................................................................................................................58 <br />Asphalt Core Specific Gravity Waxed (Cal 308, ASTM D1188)..........................................................................................................74 <br />EmulsionContent (CTM 382)...........................................................................................................................................................178 <br />FilmStripping (Cal 302)....................................................................................................................................................................178 <br />Gyratory Compacted Plug (AASHTO T312).....................................................................................................................................133 <br />Hamburg Wheel -Plant Produced HMA (AASHTO T324/Cal-Trans Section 39)...............................................................................900 <br />Hveem — Maximum Bulk Specific Gravity (Cal 308).........................................................................................................................133 <br />25B-191 <br />