Geotechnical Services. Engineer will obtain all necessary subsurface investigations, tests, reports, and perform related surveys.
Geotechnical Services. When the services of geotechnical engineers are reasonably required for the Project, HISD may elect to have the A/E obtain these services as an Additional Service as provided for in Article 3. Otherwise, HISD shall furnish the services of geotechnical engineers. HISD’s written approval is necessary before the services of geotechnical engineers can be enlisted. Such services may include, but are not limited to, test borings, test pits, determinations of soil bearing values, percolation tests, evaluations of hazardous materials, ground corrosion and resistivity tests, including necessary operations for anticipating subsoil conditions, with reports and appropriate professional recommendations. The A/E shall review the completeness and confirm in writing to HISD the sufficiency of the type of tests and information, whether furnished through the A/E or furnished by HISD.
Geotechnical Services. The requested services consist, in general, of preparation of Geotechnical Reports to address issues relative to construction of new or rehabilitation of existing roadways, flood control channels, parks projects, or airport facilities. Certain related support services as described herein may also be requested. This General Scope of Work exemplifies the types of work that may be required including, but are not limited to, the following:
1. Life cycle costs and rehabilitation/reconstruction methods for pavements
2. Geotechnical design of various foundations and/or retaining structures
3. Embankment restoration and construction considerations
4. Settlement analysis and mitigation
5. Liquefaction evaluation and mitigation
6. In-situ ground improvements and monitoring
7. Dewatering and settlement monitoring
8. Slope stabilization and landslide mapping
9. Grading observation and related testing
10. Soil erosion and sedimentation control and infiltration testing
11. Other design criteria as deemed necessary
Geotechnical Services. Perform and/or review geotechnical reconnaissance of landfill sites and adjacent properties • Refuse slope stability analyses • Perform literature review of previous geological, hydro-geological, and geotechnical investigations • Perform and/or review field geological, and hydro-geological mapping and interpretations • Perform and/or review soil borrow studies, both on-site and off-site, including soil properties and quantities • Perform and/or review subsurface exploration, including subcontracting for drilling or other exploration services • Perform and/or review geophysical investigation, including surface and borehole surveys • Perform and/or review geotechnical and analytical laboratory testing • Perform and/or review subsurface soil condition explorations • Perform and/or review excavation and earthwork observations and recommendations • Perform other geotechnical engineering services as required
Geotechnical Services. The requested services consist, in general, of preparation of Geotechnical Reports to address issues relative to construction of new or rehabilitation of existing roadways, flood control channels, parks projects, or airport facilities. Certain related support services as described herein may also be requested. This General Scope of Work exemplifies the types of work that may be required including, but are not limited to, the following:
1. Life cycle costs and rehabilitation/reconstruction methods for pavements
2. Geotechnical design of various foundations and/or retaining structures
3. Embankment restoration and construction considerations
4. Settlement analysis and mitigation
5. Liquefaction evaluation and mitigation
6. In-situ ground improvements and monitoring
Geotechnical Services. Nova Engineering and Environmental LLC will complete the Geotechnical evaluation. This proposed scope of services is designed to evaluate for restroom building foundation support and to assess the site’s subsurface conditions as they pertain to the presence of organic materials, loose or otherwise unsuitable soils, and groundwater. A combination of Standard Penetration Test (SPT) boring data and continuously sampled auger boring data will be sufficient to characterize the site’s subsurface soil profile and evaluate the proposed structure footprints, pavement and stormwater facility areas. All drilling, sampling and testing on this project will be conducted in general accordance with ASTM procedures or other applicable standards and practices. The Geotechnical Analysis will be completed to address the following improvements: ▪ Public Restroom Building ▪ Shade Structures ▪ Parking Expansion ▪ Stormwater Facilities
C.1. The following will be performed to evaluate the following subsurface conditions present: ▪ Two (2) 20-foot deep SPT borings within the proposed restroom building footprint ▪ Two (2) 20-foot deep SPT borings within the proposed shade structure footprints ▪ One (1) 15-foot-deep auger boring and one (1) 35-foot SPT boring within each of the proposed stormwater facilities (total of six (6) borings) ▪ Four (4) 5-foot-deep auger borings within the proposed parking expansion areas
C.2. The test boring locations will be approximated in the field by taping and pacing from site features and landmarks utilizing the provided site plan. The SPT borings will be drilled using a truck or ATV- mounted drill and hollow stem auger and/or rotary wash drilling procedures, as deemed necessary by site/subsurface conditions. Soil samples will be collected at selected depth intervals via the Standard Penetration Test method (ASTM D-1586). Upon completion of the borings, the depth to groundwater will be measured. Soil cuttings from the drilling process will be used for backfilling of the boreholes.
C.3. Laboratory Testing – Laboratory testing will include visual classification of the soil samples collected during the drilling process in accordance with the Unified Soil Classification System (USCS) and ASTM standards. Laboratory testing will also include limited classification tests (up to 12 fines content tests and 12 natural moisture content determinations, and 6 permeability tests) of representative soils. In accordance with the attached General Terms and Conditions,...
Geotechnical Services. Access and Protection of Property. The Architect/Engineer shall contact the Agency for information regarding access to the site and shall take all reasonable precautions to prevent damage to property, visible and concealed, and shall reasonably restore the site to the condition existing prior to the Architect/Engineer's entry, including, but not limited to, repair of curbs, sidewalks, lawns and plantings unless otherwise agreed to with the Owner.
Geotechnical Services. Final Preliminary Roadway Soil Survey Report (including ponds and xxxxxx) 3 Copies Roadway Soil Survey Report (including ponds and xxxxxx)(S & S) 3 Copies Miscellaneous Structure Foundation Report 3 Copies Updates Contamination Screening Report 3 Copies
Geotechnical Services. OFPC will furnish the services of geotechnical consultants when OFPC agrees that such services are necessary. In order to assist OFPC in providing the most constructive information from the geotechnical consultant, the Project Manager will request the Project Architect/Engineer to recommend the scope of work for the geotechnical services by separate correspondence. (See the Agreement, Article 2.)
Geotechnical Services. The Consultant shall be responsible for a complete geotechnical investigation. All work performed by the Consultant shall be in general accordance with the Florida Department of Transportation Soils and Foundation Handbook and other applicable standards, or as otherwise described in this scope of services. Any changes regarding geotechnical standards, policies and procedures shall be discussed on a project-by-project basis. The Consultant shall be responsible for obtaining any permits needed to perform the work. The County will assist in obtaining property owner permission to perform the necessary geotechnical fieldwork.
