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11 Lei gMon FEE SCHEDULE FOR THE CITY OF SANTAANA <br />a varciantas company RATES EFFECTIVE FROM 11/19/2023-11/18/2026 <br />LABOR RATES <br />CLASSIFICATION <br />$/HR <br />CLASSIFICATION <br />$/HR <br />Technician I ........... ................................ ................. ...... ..... ........ .... ........- <br />...100 <br />Project Administrator/Word Processor/Dispatcher .............. ........................... <br />90 <br />Technician III Special Inspector...................................................................110 <br />Information Specialist ......................................................... ................ <br />.......... 130 <br />Senior Technician I Senior Special Inspector...............................................130 <br />CAD Operator ..... .-.................... ................. ................ .......................... <br />........ 155 <br />Prevailing Wage (field soils / materials tester)*...........................................178 <br />GIS Specialist ............................ .................................... ..................... <br />.......... 155 <br />Prevailing Wage (Special Inspector) * ..........................................................183 <br />GIS Analyst .......................... ........................................................................ <br />180 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />Staff Engineer / Geologist / Scientist............................................................170 <br />O&M).. ........................................................... ... .. . ........ ................. <br />_A88 <br />Senior Staff Engineer I Geologist / Scientist I ASMR...................................185 <br />System Operation & Maintenance (O&M) Specialist....................................165 <br />Operations / Laboratory Manager ................................................................. <br />205 <br />Non Destructive Testing (NDT).....................................................................175 <br />Project Engineer I Geologist / Scientist ........... .................... ................... <br />...... 215 <br />Deputy Inspector..........................................................................................130 <br />Senior Project Engineer I Geologist I Scientist / SMR................... <br />............... 235 <br />Field/ Laboratory Supervisor.......................................................................165 <br />Associate ............. .................................... ................ ..................................... <br />260 <br />SourceInspector..........................................................................................150 <br />Principal ... ........................... .............................................................. <br />............ 290 <br />City of Los Angeles Deputy Building (including Grading) Inspector .............175 <br />Senior Principal............................................................................................345 <br />• See Prevailing Wages in Terms and Conditions <br />GEOTECHNICAL LABORATORY TESTING <br />METHOD $/TEST <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 / 134318)............................................. <br />195 <br />- Visual classification as non -plastic (ASTM D2488).......................................15 <br />Particlesize: .. . ............................... ................................................................... <br />- Sieve only 1'/2 inch t0 #200 (AASHTOT27IASTMC136/ASTM D6913/CTM202)... <br />145 <br />- Large sieve 6 Inch to #200 (MSHTO T27/ASTM C136/ASTM D6913/CTM 202)...190 <br />- Hydrometer only (ASTM D7928)........ .-.....................................................120 <br />- Sieve + hydrometer 53 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 T851ASTM C127/CTM 206)............................................................... <br />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)................................................................... <br />225 <br />Dispersive characteristics (double hydrometer ASTM D4221).............................. <br />215 <br />As -received moisture & density (chunk/carved samples)...............................65 <br />Sand Equivalent (AASHTO T176/ASTM D2419ICTM 217).................................... <br />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).................................................... <br />880 <br />METHOD $/TEST <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />Standard Proctor compaction, 4 points (ASTM D698) <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 />Checkpoint (per point)...................................................................................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.....................................................................................................535 <br />- 1 point.....................................................................................................200 <br />R-Value untreated soilslaggregates (AASHTO T1901ASTM D2844/CTM 301)....... <br />335 <br />R-Value lime or cement treated soils/aggregates (AASHTO T190IASTM <br />D2844/CTM 301).......................................................................................... <br />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)......... ............. ....... ...... ......... .......... .- ... <br />-140 <br />Sulfate content- gravimetric (CTM 417 B Part 2)................................................ <br />75 <br />Sulfate content- by ion chromatograph (CTM 417 Part 2).................................85 <br />Sulfate screen (Hach®)....................................................................................35 <br />Chloride content (AASHTO T291ICTM 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)..............................................................70 <br />CONSOLIDATION & EXPANSIONISWELL TESTS <br />Consolidation (ASTM D2435):.......................................................................... <br />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, set bad & inundate only)....115 <br />Swell collapse Method A up to 10 loadlunloads w/o time curves <br />(ASTM D4546-A).......................................................................................... <br />310 <br />Fee 8/2023 www.leightongroup.com Page 1 of 4 <br />