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a a; <br />Principal Engineer/ Geologist <br />$ <br />210 <br />/hr. <br />Associate Engineer/ Geologist <br />$ <br />190 <br />/hr. <br />Senior Engineer/ Geologist <br />$ <br />175 <br />/hr. <br />Project Engineer/ Geologist <br />$ <br />150 <br />/hr. <br />Senior Staff Engineer/ Geologist <br />$ <br />125 <br />/hr. <br />Staff Engineer/ Geologist <br />$ <br />115 <br />/hr. <br />**Soil / Asphalt/ Concrete Technician - Prevailing Wage Group 1 <br />$ <br />105 <br />/hr. <br />**Batch Plan Inspector - Prevailing Wage Group 2 <br />$ <br />110 <br />/hr <br />Daily vehicle/ equipment charge <br />$ <br />50 <br />/day <br />Senior CAD Technician <br />$ <br />105 <br />/hr <br />Ad m i n istrative Staff <br />$ <br />90 <br />/hr. <br />Asphalt Concrete <br />Asphalt Mix Design Review <br />$ <br />300 <br />ea. <br />Hveem Stability& Unit Weight <br />$ <br />190 <br />ea. <br />Marshall Stability, Flow & Unit Weight <br />$ <br />240 <br />ea. <br />Maximum Theoretical Unit Weight(Rice) <br />$ <br />130 <br />ea. <br />Extraction - Ignition Oven (including gradation) <br />$ <br />200 <br />ea. <br />Percent Swell <br />$ <br />140 <br />ea. <br />Unit Wt Compacted Sample (Specific Gravity) <br />$ <br />85 <br />ea. <br />Unit Weight Sample Requiring Compaction <br />$ <br />140 <br />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 <br />ea. <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 />