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9 <br />Leighton <br />CLASSIFICATION <br />2016 PROFESSIONAL FEE SCHEDULE <br />Dispatcher <br />Technician I <br />Technician II / Special Inspector <br />Senior Technician / Senior Special Inspector <br />Prevailing Wage (Fled Solis r Materials Tes!sr) * <br />Prevailing Wage (Buiding I Construction Inspector) * <br />Prevailing Wage (NDT and soli Remadlatlon O&M) * <br />System Operation & Maintenance Specialist <br />Non Destructive Testing <br />Deputy Inspector <br />Field I Laboratory Supervisor <br />* See Prevailing Wages in Terms and Conditions <br />METHOD <br />CLASSIFICATION & INDEX PROPERTIES <br />$IHR <br />CLASSIFICATION <br />$IHR <br />80 <br />Project Administrator I Word Processor <br />80 <br />85 <br />Information Specialist <br />110 <br />95 <br />CAD Operator <br />115 <br />100 <br />GIS Specialist <br />135 <br />130 <br />Staff Engineer I Geologist / Scientist <br />135 <br />135 <br />Senior Staff Engineer / Geologist / Scientist <br />145 <br />140 <br />Operations I Laboratory Manager <br />165 <br />135 <br />Project Engineer / Geologist / Scientist <br />165 <br />135 <br />Senior Project Engineer I Geologist / Scientist <br />190 <br />135 <br />Associate <br />210 <br />135 <br />Principal <br />225 <br />175 <br />Senior Principal <br />270 <br />GEOTECHNICAL LABORATORY TESTING <br />Photograph of sample <br />Moisture content (ASTM D 2216) <br />Moisture & density (ASTM D 2937) ring samples <br />Moisture & density (ASTM D 2937) Shelby tube or cutting <br />Atterberg limits (ASTM D 4318) 3 points: <br />- Single point, non -plastic <br />- Atterberg limits (organic ASTM D 2487 14318) <br />- Visual classification as non -plastic (ASTM D 2488) <br />Particle size <br />- Sieve only 1%' to #200, (ASTM D 6913/CTM 202) <br />- Large sieve - 6" to #200 (ASTM D 6913/CTM 202) <br />- Hydrometer only (ASTM D 422) <br />- Sieve + hydrometer (<3" sieve, ASTM D 422) <br />- Percent passing #200 sieve, wash only (ASTM D 1140) <br />Specific gravity -fine (passing #4, ASTM D 854/CTM 207) <br />Specific gravity -coarse (ASTM C 1271CTM 206) > #4 retained <br />- Total porosity - on Shelby tube sample (calculated from <br />density & specific gravity) <br />- Total porosity - on other sample <br />Shrinkage limits (wax method, ASTM D 4943) <br />Pinhole dispersion (ASTM D 4647) <br />Dispersive characteristics of clay (double hydrometer ASTM D <br />4221) <br />As -received moisture & density (chunk/carved samples) <br />Sand equivalent (ASTM D 2419/CTM 217) <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />Standard proctor compaction, (ASTM D 698) 4 points: <br />- 4 inch diameter mold (Methods A & B) <br />- 6 inch diameter mold (Method C) <br />Modified proctor compaction (ASTM D 1557) 4 points <br />- 4 inch diameter mold (Methods A & B) <br />- 6 inch diameter mold (Method C) <br />Check point (per point) <br />Relative compaction of untreated & treated soils & aggregates <br />(CTM 216) <br />Relative density (0.1 ft3 mold, ASTM D 4253, D 4254) <br />$/TEST <br />METHOD <br />$REST <br />California bearing ratio (ASTM D 1883) <br />10 <br />- 3 point <br />500 <br />20 <br />- 1 point <br />185 <br />30 <br />R -Value (CTM 301) untreated <br />310 <br />40 <br />R -Value (CTM 301) lime or cement treated soils <br />340 <br />150 <br />SOIL CHEMISTRY & CORROSIVITY <br />85 <br />pH Method A (ASTM 4972 or CTM 643) <br />45 <br />180 <br />Electrical resistivity — single point — as received moisture <br />45 <br />10 <br />Minimum resistivity 3 moisture content points (ASTM G 187/CTM <br />90 <br />643) <br />135 <br />pH + minimum resistivity (CTM 643) <br />130 <br />175 <br />Sulfate content - gravimetric (CTM 417 B Part II) <br />70 <br />110 <br />Sulfate screen (Hach ®) <br />30 <br />185 <br />Chloride content (AASHTO T291/CTM 422) <br />70 <br />70 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM <br />245 <br />125 <br />643) <br />100 <br />Organic matter content (ASTM 2974) <br />65 <br />165 <br />SHEAR STRENGTH <br />155 <br />Pocket penetrometer <br />15 <br />126 <br />Direct shear (ASTM D 3080, mod., 3 points) <br />210 <br />- Consolidated undrained - 0.05 inch/min (Cil) <br />285 <br />90 <br />- Consolidated drained - <0.05 inch/min (CD) <br />345 <br />- Residual shear EM 1110-2-1906-IXA <br />50 <br />60 <br />(price per each additional pass after shear) <br />105 <br />Remolding or hand trimming of specimens (3 points) <br />90 <br />Oriented or block hand trimming (per hour) <br />65 <br />Single point shear <br />105 <br />Torsional shear (ASTM D 6467 / ASTM D 7608) <br />820 <br />180 <br />215 <br />CONSOLIDATION & EXPANSIONISWELL TESTS <br />Consolidation (ASTM D 2435) <br />195 <br />220 <br />- Each additional time curve <br />45 <br />245 <br />- Each additional load/unload w/o time reading <br />40 <br />65 <br />Expansion index (ASTM D 4829) <br />130 <br />250 <br />Swell/collapse — Method A (ASTM D 4546-A, up to 10 <br />290 <br />load/unloads w/o time curves) <br />235 <br />Single load swell/collapse - Method B (ASTM D 4546-B, seat, <br />105 <br />load & inundate only) <br />www.leightongroup.com <br />