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f111 Lei g Mon 2024 PROFESSIONAL FEE SCHEDULE <br /> a verdantas company <br /> LABOR RATES <br /> CLASSIFICATION $/HR CLASSIFICATION $/HR <br /> Technician I...................................................................................................105 Project Administrator/Word Processor/Dispatcher.........................................95 <br /> Technician II/Special Inspector...................................................................115 Information Specialist...................................................................................135 <br /> Senior Technician/Senior Special Inspector...............................................135 CAD Operator...............................................................................................160 <br /> Prevailing Wage(field soils/materials tester)*...........................................180 GIS Specialist...............................................................................................160 <br /> Prevailing Wage(Special Inspector)�..........................................................185 GIS Analyst..................................................................................................190 <br /> Prevailing Wage(On site Source Inspector,NDT and soil remediation Staff Engineer/Geologist/Scientist............................................................180 <br /> O&M)*.......................................................................................................190 Senior Staff Engineer/Geologist/Scientist/ASMR...................................195 <br /> System Operation&Maintenance(0&M)Specialist....................................175 Operations/Laboratory Manager.................................................................215 <br /> Non Destructive Testing(NDT).....................................................................185 Project Engineer/Geologist/Scientist........................................................225 <br /> Deputy Inspector..........................................................................................135 Senior Project Engineer/Geologist/Scientist/SMR..................................250 <br /> Field/Laboratory Supervisor.......................................................................175 Associate......................................................................................................275 <br /> SourceInspector..........................................................................................160 Principal........................................................................................................310 <br /> City of Los Angeles Deputy Building(including Grading)Inspector.............185 Senior Principal............................................................................................365 <br /> See Prevailing Wages in Terms and Conditions <br /> GEOTECHNICAL LABORATORY TESTING <br /> METHOD $/TEST METHOD $/TEST <br /> CLASSIFICATION&INDEX PROPERTIES COMPACTION &PAVEMENT SUBGRADE TESTS <br /> Photograph of sample....................................................................................15 Standard Proctor compaction,4 points(ASTM D698) <br /> Moisture content(ASTM D2216)........................................................................25 - 4 inch diameter mold(Methods A&B)...................................................170 <br /> Moisture&density(ASTM D2937)ring samples................................................37 - 6 inch diameter mold(Method C)...........................................................230 <br /> Moisture&density(ASTM D2937)Shelby tube or cutting.................................45 Modified Proctor compaction 4 points(ASTM D1557): <br /> Atterberg limits 3 points(ASTM D4318):..........................................................160 - 4 inch diameter mold Methods A&B......................................................235 <br /> - Single point,non-plastic............................................................................90 - 6 inch diameter mold Method C..............................................................265 <br /> - Atterberg limits(organicASTM D2487/D4318).............................................195 Check point(per point)...................................................................................70 <br /> - Visual classification as non-plastic(ASTM D2488).......................................15 Relative compaction of untreated/treated soils/aggregates(CTM 216)..........270 <br /> Particle size:....................................................................................................... Relative density 0.1 ft mold(ASTM D4253,D4254)...........................................250 <br /> - Sieve only 1'/z Inch to#200(AASHTOT27/ASTMC136/ASTM D6913/CTM202)...155 California Bearing Ratio(ASTM D1883) <br /> - Large Sieve 6 Inch t0#200(AASHTO T27/ASTM C136/ASTM D6913/CTM 202)...195 - 3 point.....................................................................................................535 <br /> - Hydrometer only(ASTM D7928)................................................................120 - 1 point.....................................................................................................200 <br /> - Sieve+hydrometer<-3 inch sieve,(ASTM D7928)....................................200 R-Value untreated soils/aggregates(AASHTO T190/ASTM D2844/CTM 301).......335 <br /> - Percent passing#200 sieve,wash Only(ASTM D1140)...............................75 R-Value lime or cement treated soils/aggregates(AASHTO T190/ASTM <br /> Specific gravity and absorption of fine aggregate D2844/CTM 301)..........................................................................................365 <br /> (AASHTO T84/ASTM C128/ASTM D854/CTM 207)..............................................140 SOIL CHEMISTRY&CORROSIVITY <br /> Specific gravity and absorption of coarse aggregate H Method A ASTM D4972 or CTM 643 <br /> AASHTO T85/ASTM C127/CTM 206 110 p ( )""ceived moistu""""""""""""' ....50 <br /> ( ) �������� ������� � �������� Electrical resistivity—single point—as received moisture..............................50 <br /> - Total porosity-on Shelby tube sample(calculated)...............................180 Minimum resistivity 3 moisture content points(ASTM G187/CTM 643)...............95 <br /> - Total porosity-on other sample(calculated)..........................................165 H+minimum resistivity CTM 643 140 <br /> Shrinkage limits wax method(ASTM D4943)...................................................135 2) <br /> P Y( ).............. .............................................. <br /> Sulfate content-gravimetric(CTM a17 B Part ................................................75 <br /> Pinhole dispersion(ASTM D4647)...................................................................225 Sulfate content-by ion chromatograph(CTM 417 Part 2).................................85 <br /> Dispersive characteristics(double hydrometer ASTM D4221)..............................215 Sulfate screen Hach® <br /> As-received moisture&density(chunk/carved samples)...............................65 Chloride content(AASHTO T291/CTM 422).........................................................75 <br /> Sand Equivalent(AASHTO T176/ASTM D2419/CTM 217)....................................115 Chloride content—by Ion chromatograph(AASHTO T291/CTM 422)...................85 <br /> SHEAR STRENGTH Corrosion suite:minimum resistivity,sulfate,chloride,pH(CTM 643)............285 <br /> Pocket penetrometer......................................................................................20 Organic matter content(ASTM D2974)..............................................................70 <br /> Direct shear(ASTM D3080,mod.,3 points): CONSOLIDATION&EXPANSION/SWELL TESTS <br /> Consolidated undrained-0.05 inch/min(CLI)..............................................320 <br /> Consolidation(ASTM D2435):..........................................................................210 <br /> Consolidated drained-<0.05 inch/min(CD)................................................385 <br /> Residual shear EM 1110-2-1906-IXA(price per each additional pass after shear)....55 Each additional time curve......................... ................................................ <br /> 50 <br /> Each additional load/unload w/o time reading................................................4545 <br /> Remolding or hand trimming of specimens(3 points)....................................95 Expansion Index(ASTM D4829)......................................................................140 <br /> Oriented or block hand trimming(per hour)....................................................70 Single load swell/collapse-Method B(ASTM D4546-B,seat,load&inundate only)....115 <br /> Single point shear.........................................................................................115 Swell collapse Method A up to 10 load/unloads w/o time curves <br /> Torsional Shear(ASTM D6467/ASTM D7608)....................................................880 <br /> (ASTM D4546-A)..........................................................................................31 O <br /> Fee 2024 www.leightongroup.com Page 1 of <br /> Harris&AssociaCstx/cCOUnCII 15 - 197 7/16/2024 <br />