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message/arrow boards during the work. Coordinate with utilities prior to start of coring <br /> activities. <br /> 8 . Prepare a report including all data developed during the laboratory and field programs, <br /> and our recotmnendations relative to soil and groundwater parameters to be used in the <br /> design. <br /> The typical Geotechnical Report will include: <br /> • Discussion of site regional geologic or physiographic setting. <br /> • Discussion of general and specific subsurface conditions encountered by the <br /> exploration. <br /> • Discussion of any adverse soil conditions (such as muck, high plasticity clays, <br /> etc.) encountered during the exploration. Include recommendations for remedial <br /> actions (removal, stabilization, etc .) for any adverse conditions found. <br /> • Discussion of any petroleum or other hazardous contamination encountered by <br /> the borings. Identify and map locations of concern based on the reconnaissance. <br /> • Boring profile reports. <br /> • Recommendations for additional study, if appropriate. <br /> • Recommended Limerock Bearing Ration (LBR) for pavement design subgrade <br /> and base courses. No LBR testing will be performed as a part of this work <br /> effort. <br /> • Recommendations for soil construction for roadway including base material, <br /> subgrade and embankment preparation and compaction. <br /> • Estimated hydraulic conductivity of soils encountered on left and right side of <br /> roadway based on performance of exfiltration tests performed in the field, and <br /> typical relations between relative density, grain size, and soil type. <br /> D. Roadway Desien Plans <br /> Plans shall be prepared to include : <br /> 13 . Drainage Structure Sheets. <br /> 5 <br />