Laserfiche WebLink
Fee 2024 www.verdantas.com Page 1 of 4 <br />2024 PROFESSIONAL FEE SCHEDULE <br />GEOTECHNICAL LABORATORY TESTING <br />LABOR RATES <br />METHOD $/TEST <br />CLASSIFICATION & INDEX PROPERTIES <br />Photograph of sample................................................................................15 <br />Moisture content (ASTM D2216) ................................................................25 <br />Moisture & density (ASTM D2937) ring samples ........................................37 <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 />Particle size: .................................................................................................... <br /> -Sieve only 1½ inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202) <br />155 <br /> -Large sieve 6 inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202) <br />195 <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) ........................................320 <br />Consolidated drained - <0.05 inch/min (CD) ...........................................385 <br />Residual shear EM 1110-2-1906-IXA (price per each additional pass <br />after shear) ..............................................................................................55 <br />Remolding or hand trimming of specimens (3 points) .............................95 <br />Oriented or block hand trimming (per hour) ............................................70 <br />Single point shear ....................................................................................115 <br />Torsional shear (ASTM D6467 / ASTM D7608) ..........................................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 />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 T190/ASTM D2844/CTM <br />301) .......................................................................................................335 <br />R-Value lime or cement treated soils/aggregates (AASHTO T190/ <br />ASTM D2844/CTM 301) .........................................................................365 <br />SOIL CHEMISTRY & CORROSIVITY <br />pH Method A (ASTM D4972 or CTM 643) ....................................................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 & <br />inundate only).........................................................................................115 <br />Swell collapse Method A up to 10 load/unloads w/o time curves <br /> (ASTM D4546-A) ....................................................................................310 <br />CLASSIFICATION $/HR <br />Technician I ...............................................................................................105 <br />Technician II / Special Inspector ..............................................................115 <br />Senior Technician / Senior Special Inspector .........................................135 <br />Prevailing Wage (field soils / materials tester) * .....................................180 <br />Prevailing Wage (Special Inspector) * .....................................................185 <br />Prevailing Wage (On site Source Inspector, NDT and soil remediation <br />O&M)* ....................................................................................................190 <br />System Operation & Maintenance (O&M) Specialist ...............................175 <br />Non Destructive Testing (NDT) .................................................................185 <br />Deputy Inspector ......................................................................................135 <br />Field / Laboratory Supervisor ..................................................................175 <br />Source Inspector ......................................................................................160 <br />City of Los Angeles Deputy Building (including Grading) Inspector ......185 <br />* See Prevailing Wages in Terms and Conditions <br />CLASSIFICATION $/HR <br />Project Administrator/Word Processor/Dispatcher ..................................95 <br />Information Specialist ..............................................................................135 <br />CAD Operator ............................................................................................160 <br />GIS Specialist ............................................................................................160 <br />GIS Analyst ...............................................................................................190 <br />Staff Engineer / Geologist / Scientist .......................................................180 <br />Senior Staff Engineer / Geologist / Scientist / ASMR ...............................195 <br />Operations / Laboratory Manager ...........................................................215 <br />Project Engineer / Geologist / Scientist ...................................................225 <br />Senior Project Engineer / Geologist / Scientist / SMR .............................250 <br />Associate ...................................................................................................275 <br />Principal ....................................................................................................310 <br />Senior Principal ........................................................................................365