Common use of Geotechnical Design Clause in Contracts

Geotechnical Design. 2.1 Perform an engineering evaluation in general accordance with the AASHTO pavement design guide to determine pavement base and pavement thickness for a rigid pavement concrete section. 2.2 Provide recommendations for underground storm water pipe bedding and backfill. 2.3 Provide recommendations for illumination pole foundations, traffic signal mast arm foundations, and retaining wall structures. 2.4 Summarize results of the geotechnical engineering investigations in a written report.

Geotechnical Design. 2.1 Perform an engineering evaluation in general accordance with the AASHTO pavement design guide to determine pavement base and pavement thickness for a rigid pavement concrete section. 2.2 Provide recommendations for underground storm water pipe bedding and backfill. 2.3 Provide recommendations for illumination pole foundations, traffic signal mast arm foundations, and retaining wall structures. 2.4 Summarize results of the geotechnical engineering investigations in a written report.  Provide three (3) PE sealed and signed copies of report.

Geotechnical Design. 2.1 1. Perform an engineering evaluation in general accordance with the AASHTO pavement design guide to determine pavement base and pavement thickness for a rigid pavement concrete section. 2.2 2. Provide recommendations for underground storm water pipe bedding and backfill. 2.3 Provide recommendations for illumination pole foundations, traffic signal mast arm foundations, and retaining wall structures. 2.4 Summarize results of the geotechnical engineering investigations in a written report.

Geotechnical Design. 2.1 2.1. Perform an engineering evaluation in general accordance with the AASHTO pavement design guide to determine pavement base and pavement thickness for both a flexible and a rigid pavement concrete section. 2.2 2.2. Provide recommendations for underground storm water pipe bedding and backfill. 2.3 2.3. Provide recommendations for illumination pole foundations, traffic signal mast arm foundations, and retaining wall structures. 2.4 2.4. Summarize results of the geotechnical engineering investigations in a written report. 2.5. Perform a soil stability study for the ponding sites and incorporate into the report.