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v erdantas 2024 PROFESSIONAL FEE SCHEDULE <br />CLASSIFICATION $/HR <br />TechnicianI............................................................................................... <br />105 <br />Technician II / Special Inspector.............................................................. <br />115 <br />Senior Technician / Senior Special Inspector.., ...................................... <br />135 <br />Prevailing Wage (field soils/ materials tester) *.....................................180 <br />Prevailing Wage (Special Inspector) *..................................................... <br />185 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />O&M)* .................................................................................................... <br />190 <br />System Operation & Maintenance (0&M) Specialist ............................... <br />175 <br />Non Destructive Testing (NDT)................................................................. <br />185 <br />DeputyInspector...................................................................................... <br />135 <br />Field / Laboratory Supervisor.................................................................. <br />175 <br />Source Inspector...................................................................................... <br />160 <br />City of Los Angeles Deputy Building (including Grading) Inspector...... <br />185 <br />* See Prevailing Wages in Terms and Conditions <br />CLASSIFICATION <br />$/HR <br />Project Administrator/Word Processor/Dispatcher.................................. <br />95 <br />Information Specialist.............................................................................. <br />135 <br />CADOperator............................................................................................ <br />160 <br />GISSpecialist............................................................................................ <br />160 <br />GISAnalyst............................................................................................... <br />190 <br />Staff Engineer / Geologist / Scientist.......................................................180 <br />Senior Staff Engineer / Geologist / Scientist / ASM R ............................... <br />195 <br />Operations / Laboratory Manager...........................................................215 <br />Project Engineer / Geologist / Scientist ................................................... <br />225 <br />Senior Project Engineer / Geologist / Scientist / SMR ............................. <br />250 <br />Associate................................................................................................... <br />275 <br />Principal.................................................................................................... <br />310 <br />SeniorPrincipal........................................................................................365 <br />GEOTECHNICAL LABORATORY TESTING <br />METHOD $/TEST METHOD <br />CLASSIFICATION & INDEX PROPERTIES <br />Photograph of sample................................................................................15 <br />Moisture content (ASTM D2216)................................................................ <br />25 <br />Moisture & density (ASTM D2937) ring samples ........................................ <br />37 <br />Moisture & density (ASTM D2937) Shelby tube or cutting ........................ <br />45 <br />Atterberg limits 3 points (ASTM D4318):.................................................. <br />160 <br />- Single point, non-plastic....................................................................... <br />90 <br />- Atterberg limits (organic ASTM D2487 / D4318)................................. <br />195 <br />- Visual classification as non -plastic (ASTM D2488) ............................... <br />15 <br />Sieve only 11/2 inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202) <br />155 <br />- Large sieve 6 inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM <br />202) <br />195 <br />- Hydrometer only (ASTM D7928)......................................................... <br />120 <br />- Sieve + hydrometer <-3 inch sieve, (ASTM D7928) .............................. <br />200 <br />- Percent passing #200 sieve, wash only (ASTM D1140) ........................75 <br />Specific gravity and absorption of fine aggregate <br />(AASHTO T84/ASTM C128/ASTM D854/CTM 207)................................ <br />140 <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T85/ASTM C127/CTM 206).................................................... <br />110 <br />- Total porosity - on Shelby tube sample (calculated) ......................... <br />180 <br />- Total porosity- on other sample (calculated)....................................165 <br />Shrinkage limits wax method (ASTM D4943).......................................... <br />135 <br />Pinhole dispersion (ASTM D4647)............................................................225 <br />Dispersive characteristics (double hydrometer ASTM D4221) ...............215 <br />As -received moisture & density (chunk/carved samples)........................65 <br />Sand Equivalent (AASHTO T176/ASTM D2419/CTM 217)........................ <br />115 <br />SHEARSTRENGTH <br />Pocket penetrometer.................................................................................20 <br />Direct shear (ASTM D3080, mod., 3 points): <br />Consolidated undrained - 0.05 inch/min (CU)........................................ <br />320 <br />Consolidated drained - <0.05 inch/min(CD)........................................... <br />385 <br />Residual shear EM 1110-2-1906-IXA (price pereach additional pass <br />aftershear).............................................................................................. <br />55 <br />Remolding or ha nd trimming of specimens (3 points) ............................. <br />95 <br />Oriented or block hand trimming (per hour)............................................70 <br />Singlepoint shear.................................................................................... <br />115 <br />Torsional shear (ASTM D6467 / ASTM D7608).......................................... <br />880 <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />Standard Proctor compaction, 4 points (ASTM D698) <br />$/TEST <br />- 4 inch diameter mold (Methods A & B)............................................... <br />170 <br />- 6 inch diameter mold (Method C).......................................................230 <br />Modified Proctor compaction 4 points (ASTM D1557): <br />- 4 inch diameter mold Methods A & B.................................................235 <br />- 6 inch diameter mold Method C.........................................................265 <br />Checkpoint (per point).............................................................................. <br />70 <br />Relative compaction of untreated/treated soils/aggregates (CTM 216) 270 <br />Relative density 0.1 It mold (ASTM D4253, D4254)................................. <br />250 <br />California Bearing Ratio (ASTM D1883) <br />- 3 point.................................................................................................. <br />535 <br />- 1 point.................................................................................................. <br />200 <br />R-Value untreated soils/aggregates (AASHTO T190/ASTM D2844/CTM <br />301)....................................................................................................... <br />335 <br />R-Value lime or cement treated soils/aggregates (AASHTO T190/ <br />ASTMD2844/CTM 301).........................................................................365 <br />SOIL CHEMISTRY& CORROSIVITY <br />pH Method A (ASTM D4972 or CTM 643).................................................... <br />50 <br />Electrical resistivity -single point - as received moisture .......................50 <br />Minimum resistivity 3 moisture content points (ASTM G187/CTM 643)... <br />95 <br />pH+ minimum resistivity (CTM 643)........................................................ <br />140 <br />Sulfate content - gravimetric (CTM 417 B Part2)...................................... <br />75 <br />Sulfate content- by ion chromatograph (CTM 417 Part 2) ....................... <br />85 <br />Sulfate screen (Hach®)............................................................................... <br />35 <br />Chloride content (AASHTO T291/CTM 422)............................................... <br />75 <br />Chloride content- by ion chromatograph (AASHTO T291/CTM 422) ...... <br />85 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643)..285 <br />Organic matter content (ASTM D2974)...................................................... <br />70 <br />CONSOLIDATION & EXPANSION/SWELL TESTS <br />Consolidation (ASTM D2435):.................................................................. <br />210 <br />Each additional time curve........................................................................ <br />50 <br />Each additional load/unload w/o time reading ........................................ <br />45 <br />Expansion Index (ASTM D4829)............................................................... <br />140 <br />Single load swell/collapse - Method B (ASTM D4546-B,seat, load & <br />inundateonly)......................................................................................... <br />115 <br />Swell collapse Method A up to 10load/unloads w/o time curves <br />(ASTM D4546-A).................................................................................... <br />310 <br />Fee 2024 www.verdantas.com Page 1 of 4 <br />