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flo Lei hton <br />g FEE SCHEDULE FORTH E CITY OF SANTA ANA <br />a verdantas company RATES EFFECTIVE FROM 11/19/2023-11/18/2026 <br />LABOR RATES <br />CLASSIFICATION <br />$/HR <br />TechnicianI...................................................................................................100 <br />Technician II / Special Inspector...................................................................110 <br />Senior Technician / Senior Special Inspector...............................................130 <br />Prevailing Wage (field soils / materials tester) *...........................................178 <br />Prevailing Wage (Special Inspector)*..........................................................183 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />O&M)*.......................................................................................................188 <br />System Operation & Maintenance (0&M) Specialist....................................165 <br />Non Destructive Testing (NDT).....................................................................175 <br />DeputyInspector..........................................................................................130 <br />Field / Laboratory Supervisor.......................................................................165 <br />SourceInspector..........................................................................................150 <br />City of Los Angeles Deputy Building (including Grading) Inspector .............175 <br />* See Prevailing Wages in Terms and Conditions <br />CLASSIFICATION <br />$/HR <br />Project Administrator/Word Processor/Dispatcher.........................................90 <br />Information Specialist...................................................................................130 <br />CADOperator...............................................................................................155 <br />GISSpecialist...............................................................................................155 <br />GISAnalyst..................................................................................................180 <br />Staff Engineer / Geologist / Scientist............................................................170 <br />Senior Staff Engineer / Geologist / Scientist / ASMR...................................185 <br />Operations / Laboratory Manager.................................................................205 <br />Project Engineer / Geologist / Scientist........................................................215 <br />Senior Project Engineer / Geologist / Scientist / SMR..................................235 <br />Associate...................................................................................................... <br />260 <br />Principal........................................................................................................ <br />290 <br />SeniorPrincipal............................................................................................345 <br />GEOTECHNICAL LABORATORY TESTING <br />METHOD $/TEST METHOD <br />CLASSIFICATION & INDEX PROPERTIES <br />Photographof sample....................................................................................15 <br />Moisture content (ASTM D2216)........................................................................25 <br />Moisture & density (ASTM D2937) ring samples................................................35 <br />Moisture & density (ASTM D2937) Shelby tube or cutting.................................45 <br />Atterberg limits 3 points (ASTM D4318):..........................................................160 <br />- Single point, non-plastic............................................................................90 <br />- Atterberg limits (organic ASTM D2487 / D4318).............................................195 <br />- Visual classification as non -plastic (ASTM D2488).......................................15 <br />Particlesize: ....................................................................................................... <br />- Sieve only 1'/2 inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202)...145 <br />- Large sieve 6 inch to #200 (AASHTOT271ASTM C136/ASTM D6913/CTM 202)...190 <br />- Hydrometer only (ASTM D7928)................................................................120 <br />- Sieve + hydrometer <_3 inch sieve, (ASTM D7928)....................................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)..............................................140 <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T85/ASTM C127/CTM 206)...............................................................110 <br />- Total porosity - on Shelby tube sample (calculated)...............................180 <br />- Total porosity - on other sample (calculated)..........................................165 <br />Shrinkage limits wax method (ASTM D4943)...................................................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)....................................115 <br />SHEAR STRENGTH <br />Pocket penetrometer......................................................................................20 <br />Direct shear (ASTM D3080, mod., 3 points): <br />Consolidated undrained - 0.05 inch/min (CU)..............................................305 <br />Consolidated drained - <0.05 inch/min (CD)................................................370 <br />Residual shear EM 1110-2-1906-IXA (price per each additional pass after shear) .... <br />55 <br />Remolding or hand trimming of specimens (3 points)....................................95 <br />Oriented or block hand trimming (per hour)....................................................70 <br />Singlepoint shear.........................................................................................115 <br />Torsional shear (ASTM D6467 /ASTM D7608)....................................................880 <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />Standard Proctor compaction, 4 points (ASTM D698) <br />$/TEST <br />- 4 inch diameter mold (Methods A & B)...................................................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 />Check point (per point)...................................................................................70 <br />Relative compaction of untreated/treated soils/aggregates (CTM 216) ..........270 <br />Relative density 0.1 ft mold (ASTM D4253, D4254)...........................................250 <br />California Bearing Ratio (ASTM D1883) <br />- 3 point.....................................................................................................535 <br />- 1 point.....................................................................................................200 <br />R-Value untreated soils/aggregates (AASHTO T1901ASTM D2844/CTM 301).......335 <br />R-Value lime or cement treated soils/aggregates (AASHTO T190/ASTM <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..............................50 <br />Minimum resistivity 3 moisture content points (ASTM G187/CTM 643) ...............95 <br />pH + minimum resistivity (CTM 643)...............................................................140 <br />Sulfate content - gravimetric (CTM 417 B Part 2)................................................75 <br />Sulfate content - by ion chromatograph (CTM 417 Part 2).................................85 <br />Sulfate screen (Hach®)....................................................................................35 <br />Chloride content (AASHTO T291/CTM 422).........................................................75 <br />Chloride content — by ion chromatograph (AASHTO T291/CTM 422)...................85 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643)............285 <br />Organic matter content (ASTM D2974)..............................................................70 <br />CONSOLIDATION & EXPANSION/SWELL TESTS <br />Consolidation (ASTM D2435):..........................................................................210 <br />Each additional time curve.............................................................................50 <br />Each additional load/unload w/o time reading................................................45 <br />Expansion Index (ASTM D4829)......................................................................140 <br />Single load swell/collapse - Method B (ASTM D4546-B, seat, load & inundate only)....115 <br />Swell collapse Method A up to 10 load/unloads w/o time curves <br />(ASTM D4546-A)..........................................................................................310 <br />Fee 8/2023 www.leightongroup.com Page 1 of 4 <br />