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f111LeigMon <br />a verdantas company <br />2024 PROFESSIONAL FEE SCHEDULE <br />LABOR RATES <br />CLASSIFICATION <br />$/HR <br />CLASSIFICATION <br />$/HR <br />Technician I...................................................................................................105 <br />Project Administrator/Word Processor/Dispatcher ......................................... <br />95 <br />Technician II / Special Inspector...................................................................115 <br />Information Specialist ................................................................................... <br />135 <br />Senior Technician / Senior Special Inspector...............................................135 <br />CAD Operator ............................................................................................... <br />160 <br />Prevailing Wage (field soils / materials tester) *...........................................180 <br />GIS Specialist ............................................................................................... <br />160 <br />Prevailing Wage (Special Inspector) �..........................................................185 <br />GIS Analyst..................................................................................................190 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />Staff Engineer / Geologist / Scientist............................................................180 <br />O&M)*.......................................................................................................190 <br />Senior Staff Engineer / Geologist / Scientist / ASMR...................................195 <br />System Operation & Maintenance (0&M) Specialist....................................175 <br />Operations / Laboratory Manager ................................................................. <br />215 <br />Non Destructive Testing (NDT).....................................................................185 <br />Project Engineer / Geologist / Scientist ........................................................ <br />225 <br />Deputy Inspector..........................................................................................135 <br />Senior Project Engineer / Geologist / Scientist / SMR.................................. <br />250 <br />Field / Laboratory Supervisor.......................................................................175 <br />Associate......................................................................................................275 <br />SourceInspector..........................................................................................160 <br />Principal ........................................................................................................ <br />310 <br />City of Los Angeles Deputy Building (including Grading) Inspector .............185 <br />Senior Principal............................................................................................365 <br />See Prevailing Wages in Terms and Conditions <br />GEOTECHNICAL LABORATORY TESTING <br />METHOD <br />$/TEST METHOD <br />CLASSIFICATION & INDEX PROPERTIES <br />Photograph of sample................................................................................ <br />Moisture content (ASTM D2216).................................................................... <br />Moisture & density (ASTM D2937) ring samples ............................................ <br />Moisture & density (ASTM D2937) Shelby tube or cutting ............................. <br />Atterberg limits 3 points (ASTM D4318):........................................................ <br />- Single point, non-plastic........................................................................ <br />- Atterberg limits (organic ASTM D2487 / D4318)........................................... <br />- Visual classification as non -plastic (ASTM D2488)................................... <br />Particlesize: ............................................................................................... <br />- Sieve only 1'/z Inch to#200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202). <br />- Large sieve 6 Inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202). <br />- Hydrometer only (ASTM D7928).............................................................. <br />- Sieve + hydrometer <-3 inch sieve, (ASTM D7928).................................. <br />- Percent passing #200 sieve, wash only (ASTM D1140)........................... <br />Specific gravity and absorption of fine aggregate <br />(AASHTO T84/ASTM C128/ASTM D854/CTM 207)............................................ <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T85/ASTM C127/CTM 206)............................................................. <br />- Total porosity - on Shelby tube sample (calculated) ............................. <br />- Total porosity - on other sample (calculated) ........................................ <br />Shrinkage limits wax method (ASTM D4943)................................................. <br />Pinhole dispersion (ASTM D4647)................................................................. <br />Dispersive characteristics (double hydrometer ASTM D4221)............................ <br />As -received moisture & density (chunk/carved samples) ........................... <br />Sand Equivalent (AASHTO T176/ASTM D2419/CTM 217).................................. <br />SHEAR STRENGTH <br />Pocket penetrometer.................................................................................. <br />Direct shear (ASTM D3080, mod., 3 points): <br />Consolidated undrained - 0.05 inch/min (CLI)............................................ <br />Consolidated drained - <0.05 inch/min (CD) .............................................. <br />Residual shear EM 1110-2-1906-IXA (price per each additional pass after shear) <br />Remolding or hand trimming of specimens (3 points) ................................ <br />Oriented or block hand trimming (per hour) ................................................ <br />Singlepoint shear....................................................................................... <br />Torsional shear (ASTM D6467/ASTM D7608).................................................. <br />Fee 2024 <br />$/TEST <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />..15 Standard Proctor compaction, 4 points (ASTM D698) <br />..25 - 4 inch diameter mold (Methods A & B)................................................. <br />..37 - 6 inch diameter mold (Method C)......................................................... <br />..45 Modified Proctor compaction 4 points (ASTM D1557): <br />160 - 4 inch diameter mold Methods A & B.................................................... <br />..90 - 6 inch diameter mold Method C............................................................ <br />195 Check point (per point)............................................................................... <br />..15 Relative compaction of untreated/treated soils/aggregates (CTM 216) ........ <br />...... Relative density 0.1 ft mold (ASTM D4253, D4254)......................................... <br />155 California Bearing Ratio (ASTM D1883) <br />195 - 3 point................................................................................................... <br />120 - 1 point................................................................................................... <br />200 R-Value untreated soils/aggregates (AASHTO T190/ASTM D2844/CTM 301)..... <br />..75 R-Value lime or cement treated soils/aggregates (AASHTO T190/ASTM <br />D2844/CTM 301)........................................................................................ <br />140 SOIL CHEMISTRY & CORROSIVITY <br />110 pH Method A (ASTM D4972 or CTM 643)......................................................... <br />180 Electrical resistivity —single point — as received moisture .......................... <br />165 Minimum resistivity 3 moisture content points (ASTM c187/CTM 643) ........... <br />135 pH + minimum resistivity (CTM 643)............................................................. <br />225 Sulfate content - gravimetric (CTM 417 B Part 2)............................................ <br />215 Sulfate content - by ion chromatograph (CTM 417 Part 2) ............................. <br />65 Sulfate screen (Hach®)................................................................................ <br />115 Chloride content (AASHTO T291/CTM 422)..................................................... <br />Chloride content — by ion chromatograph (AASHTO T291/CTM 422)............... <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643) .......... <br />..20 Organic matter content (ASTM D2974).......................................................... <br />320 CONSOLIDATION & EXPANSION/SWELL TESTS <br />385 Consolidation (ASTM D2435):........................................................................ <br />..55 Each additional time curve......................................................................... <br />Each additional load/unload w/o time reading ............................................ <br />..95 Expansion Index (ASTM D4829).................................................................... <br />Single load swell/collapse- Method B(ASTM D4546-B, seat, load & inundate only).. <br />11155 <br />880 Swell collapse Method A up to 10 load/unloads w/o time curves <br />(ASTM D4546-A)........................................................................................ <br />www.leightongroup.com <br />Harris&AssociacitxcC'OUIICIl 15 - 197 <br />170 <br />230 <br />235 <br />265 <br />..70 <br />270 <br />250 <br />535 <br />200 <br />335 <br />365 <br />..50 <br />..50 <br />..95 <br />140 <br />..75 <br />..85 <br />..35 <br />..75 <br />..85 <br />285 <br />..70 <br />210 <br />..50 <br />..45 <br />140 <br />115 <br />310 <br />Page 1 of 4 <br />7/16/2024 <br />