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0 <br />Of�/ Leighton 2022 PROFESSIONAL FEE SCHEDULE <br />0 <br />0 LABOR RATES <br />A <br />CLASSIFICATION <br />$/HR <br />TechnicianI.....................................................................................................94 <br />Technician II 1 Special Inspector...................................................................104 <br />Senior Technician / Senior Special Inspector...............................................122 <br />Prevailing Wage (field soils / materials tester)`...........................................158 <br />Prevailing Wage (Special Inspector)`..........................................................162 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />Ow.- .......... ......................... ...................................................... ........ 166 <br />System Operation & Maintenance (0&M) Specialist....................................154 <br />Non Destructive Testing (NDT).....................................................................162 <br />DeputyInspector..........................................................................................122 <br />Field / Laboratory Supervisor.......................................................................154 <br />CLASSIFICATION <br />$/HR <br />Project AdministratorM/ord Processor/Dispatcher......................................... <br />85 <br />Information Specialist...................................................................................125 <br />CADOperator...............................................................................................145 <br />GISSpecialist...............................................................................................145 <br />GISAnalyst..................................................................................................170 <br />Staff Engineer I Geologist / Scientist............................................................158 <br />Senior Staff Engineer / Geologist / Scientist / ASMR...................................173 <br />Operations / Laboratory Manager.................................................................190 <br />Project Engineer/ Geologist / Scientist........................................................199 <br />Senior Project Engineer / Geologist I Scientist / SMR..................................219 <br />Associate......................................................................................................245 <br />14 Source Inspector..........................................................................................140 Principal ...... .................................... ................ ......,............ .............. ,...... ....270 <br />City of Los Angeles Deputy Building (including Grading) Inspector.............165 Senior Principal ............................. ...._.......... .......................................... 325 <br />See Prevailing Wages in Terms and Conditions <br />GEOTECHNICAL LABORATORY TESTING <br />METHOD <br />$/TEST <br />CLASSIFICATION & INDEX PROPERTIES <br />Photographof sample....................................................................................10 <br />Moisture content (ASTM D2216)........................................................................20 <br />sMoisture & density (ASTM D2937) ring samples................................................30 <br />Moisture & density (ASTM D2937) Shelby tube or cutting.................................40 <br />Atterberg limits 3 points (ASTM D4318):..........................._.............................150 <br />Singlepoint, non-plastic............................................................................85 <br />-Atterberg limits (arganicASTM D2487/D4318)................... - ..... <br />.... .......... ..... 180 <br />- Visual classification as non -plastic (ASTM D2488).......................................10 <br />Particlesize: ....................................................................................................... <br />-Sieve only l%z Inch to#200(AASHTOT27/ASTMC136/ASTMD69131CTM202)... <br />135 <br />- Large sieve 6 inch to#200(AASHTOT271ASTMC136/ASTMD69131CTM202)... <br />175 <br />- Hydrometer only (ASTM D7928)................................................................110 <br />- Sieve + hydrometer 53 inch sieve, (ASTM 7928)......................................185 <br />- Percent passing #200 sieve, wash only (ASTM 01140)...............................70 <br />Specific gravity and absorption of fine aggregate <br />(AASHTO T841ASTM C128/ASTM D8541CTM 207)........... .................. <br />130 <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T85/ASTM C1271CTM 206)....... ............................................... - ....... <br />100 <br />j� <br />- Total porosity - on Shelby tube sample (calculated)...............................165 <br />- Total porosity - on other sample (calculated)..........................................155 <br />Shrinkage limits wax method (ASTM D4943)...................................................126 <br />Pinhole dispersion (ASTM D4647).............. ......................... ................ ..... ...... <br />210 <br />Dispersive characteristics (double hydrometer ASTM D4221)................................ <br />90 <br />As -received moisture & density (chunk/carved samples)...............................60 <br />Sand Equivalent (AASHTOT176/ASTM D2419/CTM 217)....................................105 <br />SHEAR STRENGTH <br />Pocketpenetrometer.....................................................................................15 <br />Direct shear (ASTM D3080, mod., 3 points): <br />Consolidated undrained-0.05inch/min (CU)..............................................285 <br />Consolidated drained - <0.05 inch/min (CD),., .... ......... ....... ..... . . ....... .... <br />Residual shear EM Ill0-2-1906-IXA (pace pereach additional pass after shear)....50 <br />345 <br />Remolding or hand trimming of specimens (3 points)...................................90 <br />Oriented or block hand trimming (per hour)......................................I.............65 <br />Singlepoint shear ........ .......... ...... ............... .... ............ ............... ................ <br />105 <br />4 Torsional shear (ASTM DC4671ASTM D7608)....................................................820 <br />h91:*lt616111 <br />$/TEST <br />COMPACTION & PAVEMENT SUBGRADE TESTS <br />Standard Proctor compaction, 4 points (ASTM D698) <br />- 4 inch diameter mold (Methods A & B)...................................................160 <br />- 6 inch diameter mold (Method C)...........................................................215 <br />Modified Proctor compaction 4 points (ASTM D1557): <br />- 4 inch diameter mold Methods A & B......................................................220 <br />- 6 inch diameter mold Method C..............................................................245 <br />Check point (per point)...................................................................................65 <br />Relative compaction of untreated/treated soilslaggregates (CTM 216) ..........250 <br />Relative density 0.1 it mold (ASTM D4253, D4254)........................................... <br />235 <br />California Bearing Ratio (ASTM D1883) <br />- 3 point.....................................................................................................500 <br />- 1 point......................................................................................I..............185 <br />R-Value untreated soilslaggregates (AASHTO T190/ASTM D28441CTM 301)....... <br />310 <br />R-Value lime or cement treated soils/aggregates (AASHTO T1901ASTM <br />1)2844/CTM 301).......................... ........... ................................. ............. ...... <br />340 <br />SOIL CHEMISTRY & CORROSIVITY <br />pH Method A (ASTM D4972 or CTM 643)............................................................. <br />45 <br />Electrical resistivity - single point - as received moisture..............................45 <br />Minimum resistivity 3 moisture content points (ASTM G1871CTM 643)...............90 <br />pH + minimum resistivity (CTM 643)...............................................................130 <br />Sulfate content - gravimetric (CTM 417 e Pan 2)................................. ............... <br />70 <br />Sulfate content - by ion chromatograph (CTM 417 Pan 2).................................80 <br />Sulfate screen (Hach@)....................................................................................30 <br />Chloride content (AASHTO T291/CTM 422) _.............. .........._... _........ ......... ......70 <br />Chloride content - by Ion chromatograph (AASHTO T291ICTM 422)................... <br />80 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643) ............265 <br />Organic matter content (ASTM D2974)................ ......................... ___ .......... ..... <br />65 <br />CONSOLIDATION & EXPANSION/SWELL TESTS <br />Consolidation (ASTM D2435):.......................................................................... <br />195 <br />Each additional time curve.............................................................................45 <br />Each additional load/unload w/o time reading................................................40 <br />Expansion Index (ASTM D4829)......................................... ,........ ................... <br />130 <br />Single load swell/collapse - Method B (ASTM D4546-e, seat load &inundate only). ... <br />105 <br />Swell collapse Method A up to 10 load/unloads w/o time curves <br />(ASTM D4546-A)............................................................................. __......... <br />290 <br />Fee20�2 a��n�a.leightongroupcom <br />