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r_rrvrrn M^Al oKIMRIC enln ev ^XIuo <br />Principal Engineer/ Geologist $ 210 <br />/hr. <br />''.. Associate Engineer / Geologist <br />$ 190 <br />/hr. <br />Senior Engineer/ Geologist <br />$ 175 <br />/hr. <br />Project Engineer/ Geologist - $ 150 <br />Senior Staff Engineer/ Geologist - - _ $ 125 <br />//hr. <br />/hr. <br />Staff Engineer / Geologist $ 115 <br />1 /hr. <br />**Soil / Asphalt/ Concrete Technician - Prevailing Wage Group 1 $ 105 <br />/hr. <br />**Batch Plan Inspector - Prevailing Wage Group 2 $ 110 <br />1 /hr <br />Daily vehicle/ equipment charge <br />Senior CAD Technician - <br />$ 50 <br />/day <br />$ 105 <br />$ 90 <br />1 /hr <br />/hr.—,I <br />Administrative Staff - - - _ <br />Asphalt Mix Design Review <br />Hveem Stability & Unit Weight <br />Marshall Stability, Flow & Unit Weight <br />300 ea. <br />190 ea—.1 <br />240 ea. <br />Maximum Theoretical Unit Weight (Rice)-130�ea. <br />Extraction - Ignition Oven (including gradation) <br />$ <br />200 ea. <br />Percent Swell <br />$ - <br />140 '', ea. - <br />Unit Wt Compacted Sample (Specific Gravity) <br />'.; $ <br />85 ea. <br />Unit Weight Sample Requiring Compaction- <br />$ <br />140'ea. <br />SOILS <br />Chloride Content of Soil <br />$ <br />80 <br />ea. <br />Consolidation (up to 9 loads) <br />$ <br />275 <br />- ea. <br />Direct Shear (undisturbed ring specimens) <br />$ <br />250 <br />ea. <br />Direct Shear (remolded specimens) <br />$ <br />295 <br />ea. <br />Expansion Index <br />$ <br />160-ea. <br />_ _ <br />Proctor (per curve) <br />$ <br />200 <br />ea. <br />Proctor w/Rock Correction (per curve) <br />$ <br />225 <br />ea.-- <br />Moisture Content / Dry Density <br />$ <br />40 - <br />ea. <br />Plasticity Index/Liquid Limit (Atterberg Limit) <br />$ <br />150 <br />ea. <br />R-value (minimum 3 points) <br />$ <br />- 275 - <br />ea. <br />Resistivity & pH of Soil <br />$ <br />170 <br />ea. <br />Sand Equivalent <br />$ <br />95 <br />ea. <br />Sieve Analysis <br />$ <br />130 <br />ea. <br />Sulfate Content of Soil <br />$ <br />80 <br />- ea. <br />