Geotechnical Investigation. Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.
Geotechnical Investigation. Identifiable Soil Borings and Reports and testing costs approved by the Project Manager.
Geotechnical Investigation. The CONSULTANT shall perform Geotechnical Services as defined in the scope of work and any addenda to that report when directed. The work shall be performed in accordance with the requirements set out in the most current Geotechnical Design Manual. After the assignment of the project, the CONSULTANT shall submit the scope of the geotechnical investigations to the Office of Geotechnical Services for their review and approval. No work shall proceed before obtaining the approval. Prior to entering upon private property for performing the work, the CONSULTANT shall follow the “Instruction for Entering upon Private Property” as established by Legislative Acts of 1963. A copy of these instructions is on file with INDOT and is incorporated by reference. The CONSULTANT shall obtain a permit from the INDOT District for maintenance of traffic before drilling operations can proceed. The CONSULTANT may be required to do all work per project or only a portion thereof, as determined by the INDOT Office of Geotechnical Services. All proposed services may not be required. The CONSULTANT shall obtain and preserve samples of the subsoil as required, perform the necessary laboratory tests, perform the required geotechnical engineering analyses and prepare and furnish the necessary reports covering the information obtained. If the CONSULTANT is requested to perform the laboratory test on the soil samples and rock cores, these samples shall be delivered to its laboratory no later than the end of each workweek. If the samples are to be tested by INDOT they shall be delivered to: Indiana Department of Transportation Office of Geotechnical Services 000 X. Xxxxxxxxxx Road Indianapolis, Indiana 46219 no later than the following Monday of each work week. Each soil sample and rock core shall be clearly marked as to project number, contract number, structure number, road number, station, offset, boring number, sample number, core number, blow count depth, etc. INDOT shall determine who will do the laboratory testing and engineering during the drilling operations. Upon completion of the laboratory testing all soil samples and rock cores shall become the property of INDOT and shall be disposed of as directed by INDOT.
Geotechnical Investigation. WSP and our Subconsultant will perform the geotechnical data collection and geotechnical report. • Geotechnical data collection and analysis • Geotechnical Report as outlined by INDOT Geotechnical Design Manual. • Geotechnical Review of Final Tracings submittal The West Lafayette Happy Hollow Neighborhood Trail project (Des No. 1401288) involves construction of new trail with less than 3 ft of cut or fill anticipated for the approximately 2,250 linear feet of trail, a 400-foot long MSE wall up to 8 feet high. The project requires a geotechnical investigation in accordance with the INDOT Geotechnical Design Manual. The field investigation is anticipated to consist of the following elements: • Borings=(7) performed with ATV drill rig o 3 borings to 10-foot depth for trail spaced at approximately up to 1000 feet maximum spacing o 4 borings to 25-f00t depth for MSE wall spaced at 100 foot • Sampling program to include semi-continuous split spoon sampling to 10 feet and sampling at 5 foot intervals thereafter, and up to 7 Shelby tube samples; and bulk sample for Xxxxxxx testing • 24-hour water levels • Geotechnical Scoping Meeting with INDOT Office of Geotechnical Services (OGS) to coordinate geotechnical investigation, including selection of boring locations with INDOT OGS. • Coordinate Indiana 811 (formerly Indiana Underground Plant Protection Service) for underground utility locate service requests at and around test boring locations. • Provide traffic control to perform borings. • Perform laboratory testing on soil samples including classification tests, moisture content, organic content (if applicable) by loss on ignition, unconfined compression strength, and Standard Xxxxxxx. • Develop geotechnical report including regional geology, boring logs, discussion of findings, and geotechnical recommendations for trail construction, and MSE wall design. • Tree Clearing • Structure Borings • Culvert Borings
Geotechnical Investigation. Field Exploration
Geotechnical Investigation. Identifiable soil borings and reports, and testing costs approved by the Project Manager.
Geotechnical Investigation. The CONSULTANT shall coordinate with the DEPARTMENT's geotechnical staff regarding Project requirements, review of existing geotechnical data, and need for additional data. The CONSULTANT will review the US Department of Agriculture soil data, Geological Survey, and Natural Resource Conservation Service (NCRS) maps, US Coast and Geodetic Survey (USGS) maps, and summarize the findings. The CONSULTANT will perform a review of previously completed geotechnical surveys and compile available boring data from previous projects within the project limits. The CONSULTANT will perform field reconnaissance of the Project area to determine conditions that may affect development of Project alternatives. The CONSULTANT will prepare a Geotechnical Technical Memorandum summarizing the geotechnical investigation that will be used to facilitate the data for final design.
Geotechnical Investigation. The MDO shall carry out Geotechnical Investigation in the coal block. The work shall be completed by own or by engaging suitable agency for which the work executing firm should have experience in this field and should have carried out to any of the Government or any mining projects. The MDO shall obtain approval from TANGEDCO before awarding the work.
Geotechnical Investigation. A geotechnical investigation will be performed along the pipeline route to characterize subsurface conditions at boring locations and to evaluate the likelihood of rock being encountered along portions of the pipeline alignment. The Engineer will subcontract with a geotechnical subconsultant. The geotechnical subconsultant will subcontract with a traffic control firm to provide temporary traffic control during the proposed field exploration work. The geotechnical investigation will include the following: • Obtaining existing and available past investigationsand county road construction records, if possible. • Conducting a site reconnaissance of the planned pipeline route to identify planned exploration locations. • Conducting an exploration program advancing five small diameter explorations along the length of the project to a planned depth of 8-10 feet below the planned subgrade or trench bottom with a trailer mounted solid stem auger. The solid stem auger will advance a 4-inch hole. Disturbed Standard Penetration Test (SPT) samples will be obtained at 2.5-foot intervals. Rock coring is not included if bedrock is encountered. • If groundwater is encountered, the depth to the water level will be measured in the borehole; after completion, holes will be backfilled according to State regulations. • The samples obtained will be visually characterized and selected samples will be tested in the laboratory for moisture content and other appropriate tests, and probe or auger logs developed. • The data collected and, if bedrock is encountered, recommendations related to trench excavation, subgrade preparation and backfilling will be summarized in a Geotechnical Report. The geotechnical report which will be provided in draft form for the Client’s review. The Client’s review comments will be addressed and a final report will be provided. Additionally, only the geotechnical data will be provided to prospective bidders.
Geotechnical Investigation. Engineer shall perform the following tasks:
1. Subsurface exploration including five (5) sample bores at various locations and depths along the proposed route approved by the City.
2. Laboratory tests for classification purposes and strength characteristics.
3. Engineering services that address soil and groundwater conditions for proposed horizontal boring locations and pavement repair recommendations.
4. The City approved geotechnical subconsultant will prepare a geotechnical report that presents the results of the field and laboratory data as well as analysis and recommendations. The data contained in the geotechnical report will be made available to contractors during the bidding process as technical data for informational purposes.
