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Al/Leighton 2024 PROFESSIONAL FEE SCHEDULE <br />a verdantas company <br />LABOR RATES <br />CLASSIFICATION <br />$IHR <br />Technician1, ................................................................. ................................ <br />105 <br />Technician II / Special Inspector................................................................... <br />115 <br />Senior Technician I Senior Special Inspector ............................................... <br />135 <br />Prevailing Wage (field soils / materials tester)' ........................................... <br />180 <br />Prevailing Wage (Special Inspector)`.......................................................... <br />185 <br />Prevailing Wage (On site Source Inspector, NOT and soil remediation <br />O&M)'....................................................................................................... <br />190 <br />System Operation & Maintenance (0&M) Specialist .................................... <br />175 <br />Non Destructive Testing (NOT)..................................................................... <br />185 <br />DeputyInspector.......................................................................................... <br />135 <br />Field / Laboratory Supervisor....................................................................... <br />175 <br />Source Inspector ............................ ........................_.................................... <br />160 <br />City of Los Angeles Deputy Building (including Grading) Inspector ............. <br />185 <br />- See Prevailing Wages in Terms and Conditions <br />CLASSIFICATION <br />$/HR <br />Project Administrator/Word Processor/Dispatcher......................................... <br />95 <br />Information Specialist................................................................................... <br />135 <br />CADOperator............................................................................................... <br />160 <br />GIS Specialist............................................................................................... <br />160 <br />GISAnalyst.................................................................................................. <br />190 <br />Staff Engineer/ Geologist/ Scientist............................................................ <br />180 <br />Senior Staff Engineer I Geologist I Scientist I ASMR................................... <br />195 <br />Operations / Laboratory Manager................................................................. <br />215 <br />Project Engineer / Geologist I 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 $ITEST <br />CLASSIFICATION & INDEX PROPERTIES <br />Photographof sample.................................................................................... <br />15 <br />Moisture content (ASTM D2216)........................................................................ <br />25 <br />Moisture & density (ASTM D2937) ring samples................................................37 <br />Moisture & density (ASTM D29371 Shelby tube or cutting.................................45 <br />Atterberg limits 3 points (ASTM D4318):.......................................................... <br />160 <br />- Single point, non -plastic........................... ................................................. <br />90 <br />- Afterberg limits (organic ASTM D2487 / D4318)............................................. <br />195 <br />- Visual classification as non -plastic (ASTM D2488)....................................... <br />15 <br />Particlesize: ..... ........................... . ....................... ......... . . - .. .... - <br />-Steve only 1 Yx inch to #200 (AASHTOT271ASTM C136/ASTM D6913rCTM 2D2)... <br />155 <br />- Large sieve 6 inch to #200 (AASHTOT27IASTMC136/ASTM 06913/CTM 202)... <br />195 <br />- Hydrometer only (ASTM D7928)...............................................................120 <br />- Sieve + hydrometer s3 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 TKASTM C1281ASTM D854ICTM 207).............................................. <br />140 <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T851ASTM C1271CTM 206)............................................................... <br />110 <br />- Total porosity- on Shelby tube sample (calculated) ............................... <br />180 <br />- Total porosity - on other sample(calculated)., ........................................ <br />165 <br />Shrinkage limits wax method (ASTM D4943)................................................... <br />135 <br />Pinhole dispersion (ASTM D4647)...................................................................225 <br />Dispersive characteristics (double hydrometer ASTM 134221)..............................215 <br />As -received moisture & density (chunk/carved samples) ............................... <br />65 <br />Sand Equivalent (AASHTO T176/ASTM D2419/CTM 217).................................... <br />115 <br />SHEAR STRENGTH <br />Pocketpenetrometer...................................................................................... <br />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 Ill0-2-1906-IXA (price per each additional pass after shear) .... <br />55 <br />Remolding or hand trimming of specimens (3 points)....................................95 <br />Oriented or black hand trimming (per hour) .................................................... <br />70 <br />Single point shear. .................. _ ............................. . . .. . .. . . . ............... <br />115 <br />Torsional shear (ASTM D6467 /ASTM D7608).................................................. <br />880 <br />Fee 2024 <br />METHOD $ITEST <br />COMPACTION. & PAVEMENT SUBGRADE TESTS <br />Standard Proctor compaction, 4 points (ASTM D698) <br />- 4 inch diameter mold (Methods A & B)................................................... <br />170 <br />- 6 inch diameter mold (Method C)........................................................... <br />230 <br />Modified Proctor compaction 4 points (ASTM D1557): <br />- 4 inch diameter mold Methods A & 8...................................................... <br />235 <br />- 6 inch diameter mold Method C.............................................................. <br />265 <br />Checkpoint (per point)................................................................................... <br />70 <br />Relative compaction of untreated/treated soils/aggregates (CTM 216).......... <br />270 <br />Relative density 0.1 ft mold (ASTM D4253, D4254)........................................... <br />250 <br />California Bearing Ratio (ASTM D1883) <br />- 3 point..................................................................................................... <br />535 <br />- 1 point.....................................................................................................200 <br />R-Value untreated soils/aggregates (AASHTOT1901ASTM D28441CTM 301).......335 <br />R-Value lime or cement treated soils/aggregates (AASHTOT1901ASTM <br />D2844/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 .............................. <br />50 <br />Minimum resistivity 3 moisture content points (ASTM G187/CTM 643)...............95 <br />pH +minimum resistivity (CTM 643).............................................................. <br />140 <br />Sulfate content - gravimetric (CTM 417 B Pad 2)................................................ <br />75 <br />Sulfate content - by ion chromatograph (CTM 417 Part 2)................................. <br />85 <br />Sulfate screen (Hacho).................................................................................... <br />35 <br />Chloride content (AASHTO T291ICTM 422)......................................................... <br />75 <br />Chloride content — by ion chromatograph (AASHTO T291ICTM 422)................... <br />85 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643)............285 <br />Organic matter content (ASTM D2974).............................................................. <br />70 <br />CONSOLIDATION & EXPANSIONISWELL TESTS <br />Consolidation (ASTM D2435):..........................................................................210 <br />Each additional time curve.............................................................................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 D4546a, seat, load & hundatl.... <br />115 <br />Swell collapse Method A up to 10 load/unloads w/o time curves <br />(ASTM D4546-A).......................................................................................... <br />310 <br />www.l e i g h to n g ro u p.co m <br />Page 1 of 4 <br />Harris&Associates, Inc. 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