Geotechnical Analysis Sample Clauses

Geotechnical Analysis. Sampling and analysis of soils and hydrologies, and subsequent reporting and recommendations, upon which architectural and engineering designs may be based. Applicable to Construction Stage observation, testing, and reporting of soils conditions, including testing for types and quality of fill material and its installation, compaction, soil density testing, caisson borings inspections, cut and fill monitoring, etc.

Geotechnical Analysis. A. Development Suitability - Soils in the District will be analyzed to determine the suitability of site soils for development. Where possible, existing geotechnical reports on file with the City or made available by owners in the District will be used as the basis for this summary. The goal will be to identify any areas where redevelopment may be difficult or precluded due to soil conditions, as well as to provide a general picture of the soil bearing capacities in the district, including depth(s) to bedrock.

Geotechnical Analysis a. The A-E shall review the geotechnical report(s) and Bridge Type Selection Report (BTSR). If the A-E believes there is missing or outdated information contained in the reports, the A-E shall discuss with OCPW and develop a plan to address the items of concern. The A-E shall have the ability to perform any additional geotechnical site investigations necessary to complete the PS&E package. Draft Updated Geotechnical Report (if needed) Final Updated Geotechnical Report (if needed) Draft Updated Bridge Type Selection Report (if needed) Final Updated Bridge Type Selection Report (if needed) Geotechnical Analysis Anticipated Deliverables

Geotechnical Analysis. Depending on the values, allowable soil bearing pressures listed in the original geotechnical report or updated values prepared for the Recycle Center pole barn structures will be used for any new footings. Geosyntec has assumed that one shallow boring to a depth of 15 feet will be needed at the location to collect subsurface information. The boring will be drilled by a Geosyntec drilling subcontractor using hollow stem augers or mud rotary drilling techniques. Samples will be collected using split spoon samplers (SPT or Modified California) Shelby tubes. Before start of the work, Geosyntec will review the existing subsurface information and layout the boring location in the field so that County personnel can verify that buried utilities electric, telephone, water) are not present. Geosyntec will also coordinate with the County for access and work hours; this is important given the traffic entering the facility. If requested by the County, Geosyntec can contract a utility locator to clear the work area; we have not included these costs in our proposal. We have assumed that drilling permits are not required. Geosyntec will prepare a Health and Safety Plan and call Underground Service Alert (USA), Geosyntec assumes that a County crew will survey provide northing, easting, and elevation) of the staked boring after drilling has been performed. Geosyntec’s engineer will keep a log of the boring and record such information as stratigraphy, soil type, and depth to water. Samples will be visually examined and select samples may be tested for classification Atterberg limits, sieve analyses), strength (unconsolidated undrained), corrosivity (Caltrans), and consolidation. Geosyntec assumes that the field work will be performed concurrentlywith other field investigation tasks at the Ben Lomond Transfer Station. Geosyntec will prepare a memorandum listing the recommendations for bearing capacity and settlement, and append the laboratory test results and final boring log.

Geotechnical Analysis. The ENGINEER will utilize a subconsultant to perform geotechnical analysis to determine an asphalt pavement recommendation and soil information for the design of headwalls at up to seven (7) culvert crossing locations.

Geotechnical Analysis. The Design Professional shall select a licensed geotechnical engineer to consult with the Owner and Design Professional and perform geotechnical evaluations of the Site, complete the Stage 1 Statement set forth in the Site Investigations Report and ultimately produce the Stage 2 Statement. The Design Professional shall fully utilize the geotechnical engineer to identify to the extent practicable all adverse site conditions such that the Design Professional has sound information upon which to base the design of the Project and to minimize the risk of unforeseen site conditions upon commencement of construction.

Geotechnical Analysis. The CONSULTANT shall: • Review pertinent background data, including in-house geotechnical data, readily available soils reports for sites near the proposed Project, aerial photographs, and published geologic maps and soils data. • The site is near a fault line which may necessitate a fault study if one was not completed in a previous geotechnical investigation on file.

Geotechnical Analysis. The Sponsor must provide a written commitment to obtaining geotechnical data that will be sufficient to establish initial construction elevation for all phases of the Bank. The geotechnical analysis must be provided to CEMVN no later than four months following administrative release of credits for any phase of the Bank. Failure to provide the geotechnical analysis will result in removal of the administrative credits from the Bank’s ledger. Additional information regarding the specifics of the required geotechnical analysis is located in Attachment C.

Geotechnical Analysis. The AGENCY’s Geotechnical Group will perform the necessary geologic reconnaissance and laboratory testing in order to provide the information necessary to develop feasible foundation options, including, but not limited to: soil boring logs, estimated allowable bearing pressures (for shallow foundations), estimated pile/shaft resistances (for deep foundations), liquefaction susceptibility, recommendations on suitable foundation types, and any other geotechnical tasks necessary for the completion of the TS&L technical memo.