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IN <br />�%/Leighton <br />2022 PROFESSIONAL FEE SCHEDULE <br />LABOR RATES <br />CLASSIFICATION <br />$IHR <br />CLASSIFICATION $IHR <br />Technician I.....................................................................................................94 <br />Project Administrator/Word Processor/Dispatcher.........................................85 <br />Technician II I Special Inspector_. ...................................................... . <br />....... 104 <br />Information Specialist ................................................ ................................... <br />125 <br />Senior Technician 1 Senior Special Inspector...............................................122 <br />CAD Operator ............................................................................................... <br />145 <br />Prevailing Wage (field soils 1 materials tester)'...........................................158 <br />GIS Specialist .................................. ....................... ...................................... <br />145 <br />Prevailing Wage (Special Inspector)'..........................................................162 <br />GIS Analyst ............................ ...................................................................... <br />170 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />Staff Engineer 1 Geologist / Scientist............................................................158 <br />O&M)........................................................................................................166 <br />Senior Staff Engineer I Geologist I Scientist 1 ASMR.... ........................ .,..... <br />173 <br />_ System Operation & Maintenance (O&M) Specialist ................................... <br />154 <br />Operations 1 Laboratory Manager ................................................... ........... -,190 <br />Non Destructive Testing (NDT).....................................................................162 <br />Project Engineer/ Geologist I Scientist ,.................................. ...199 <br />Deputy Inspector..........................................................................................122 <br />Senior Project Engineer 1 Geologist 1 Scientist I SIVIR .................................. <br />219 <br />Field I Laboratory Supervisor.......................................................................154 <br />Associate ....................................... ........... ........ ............................................ <br />245 <br />SourceInspector..........................................................................................140 <br />Principal .................................. ....... .... ............... ............................................ <br />270 <br />,, City of Los Angeles Deputy Building (including Grading) Inspector.............165 <br />Senior Principal ........................................ .................................................... <br />325 <br />* See Prevailing Wages in Terms and Conditions <br />GEOTECHNICAL LABORATORY TESTING <br />.� METHOD $ITEST <br />CLASSIFICATION & INDEX PROPERTIES <br />Photograph of sample ................................................. <br />Moisture content (ASTM D2216)..................................... <br />Moisture & density (ASTM D2937) ring samples ............. <br />Moisture & density (ASTM D2937) Shelby tube or cutting <br />Atterberg limits 3 points (ASTM D4318):......................... <br />- Single point, non -plastic ......................................... <br />- Atterberg limits (organic ASTMD24871D4318)............ <br />- Visual classification as non -plastic (ASTM D2488).... <br />Particlesize: ................................................................ <br />- Sieve only 1 % inch to #200 (AASHTO T271ASTM C1361 <br />- Large sieve 6 inch to #200 (AASHTOT271ASTMC1361A <br />- Hydrometer only (ASTM D7928) ............................... <br />- Sieve + hydrometer <_3 inch sieve, (ASTM 7928) ..... <br />- Percent passing #200 sieve, wash only (ASTM D114 <br />Specific gravity and absorption of fine aggregate <br />(AASHTO T841ASTM C1281ASTM D8541CTM 207)............. <br />Specific gravity and absorption of coarse aggregate <br />(AASHTO T851ASTM C1271CTM 206) .............................. <br />Total porosity - on Shelby tube sample (calculated <br />- Total porosity - on other sample (calculated) ......... <br />Shrinkage limits wax method (ASTM D4943).................. <br />Pinhole dispersion (ASTM D4647) .................................. <br />Dispersive characteristics (double hydrometer ASTM 0422 <br />As -received moisture & density (chunk/carved sample <br />Sand Equivalent (AASHTO T176YASTM D2419ICTM 217) ... <br />SHEAR STRENGTH <br />Pocket penetrometer................................................... <br />Direct shear (ASTM D3080, mod., 3 points): <br />Consolidated undrained - 0.05 inch/min (CU) ............. <br />Consolidated drained - <0.05 inchlmin (CD) ............... <br />Residual shear EM 1110-2-1906-IXA (price per each add <br />Remolding or hand trimming of specimens (3 points) . <br />Oriented or block hand trimming (per hour) ................. <br />Singlepoint shear ........................................................ <br />Torsional shear (ASTM D64671ASTM D7608)................... <br />Fee/2022 <br />....... . .......................10 <br />.............................. <br />20 <br />.......... . ....................... <br />30 <br />........ . ....................... <br />40 <br />.................................150 <br />.... ...............................85 <br />........ ... I.....................180 <br />........... . ................ I ......10 <br />ASTM D6913ium 202)...135 <br />5TM D69131CTM 202) ...175 <br />.................................110 <br />... .......I......................185 <br />0)..............................70 <br />.................................130 <br />.... , ............................100 <br />)...............................165 <br />.................................155 <br />............................126 <br />.... . ............................ <br />210 <br />1)................................90 <br />s) ............................... <br />60 <br />.................................105 <br />..............................15 <br />.... . ............................ <br />285 <br />.... ... ....I...I........I........ <br />345 <br />itional pass after shear) <br />.... 50 <br />.... . .............................. <br />90 <br />................................... <br />65 <br />.................................105 <br />................................. <br />820 <br />METHOD $ITEST <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 />Checkpoint (per point)...................................................................................65 <br />Relative compaction of untreated/treated soils/aggregates (CTM 216) ..........250 <br />Relative density 0.1 ft mold (ASTM D4253, D4254)...........................................235 <br />California Bearing Ratio (ASTM D1883) <br />- 3 point ..................... <br />500 <br />- 1 point.....................................................................................................185 <br />R-Value untreated soils/aggregates (AASHTOT1901ASTM D2844YCTM 301).......310 <br />R-Value lime or cement treated soils/aggregates (AASHTO T1901ASTM <br />D28441CTM 301)..........................................................................................340 <br />SOIL CHEMISTRY & CORROSIVITY <br />PH Method A (ASTM D4972 or CTM 643).............................................................45 <br />Electrical resistivity — single point — as received moisture.. ............................ 45 <br />Minimum resistivity 3 moisture content points (ASTM G1B7lCTM 643) ...............90 <br />PH + minimum resistivity (CTM 643)...............................................................130 <br />Sulfate content - gravimetric (CTM 417 B Part 2)................................................70 <br />Sulfate content - by ion chromatograph (CTM 417 Part 2).................................80 <br />Sulfate screen (Hach@).................................................................................... <br />30 <br />Chloride content (AASHTO T291ICTM 422).........................................................70 <br />Chloride content — by ion chromatograph (AASHTO T291ICTM 422)...................80 <br />Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643)............265 <br />Organic matter content (ASTM D2974)..............................................................65 <br />CONSOLIDATION & EXPANSIONISWELL TESTS <br />Consolidation (ASTM D2435):..........................................................................195 <br />Each additional time curve.............................................................................45 <br />Each additional loadlunload w/o time reading................................................40 <br />Expansion Index (ASTM D4829)......................................................................130 <br />Single load swell/collapse - Method B (ASTM D4546-8, seat, load & inundateonly).... <br />105 <br />Swell collapse Method A up to 10 loadlunloads w/o time curves <br />(ASTM D4546-A)..........................................................................................290 <br />www.leightongroup.COM <br />Page 1 of 4 <br />