Geotechnical and Pavement Explorations Sample Clauses

Geotechnical and Pavement Explorations. Concrete pavement design for roundabouts will be designed in accordance with the 2018 ODOT Geotechnical Design Manual. All field explorations shall be performed in conformance with the approved ETWP developed in Task 7.2. We will coordinate subcontractors, such as drillers, to provide exploration services for geotechnical explorations. Perform subsurface explorations to estimate and characterize the in-situ soils and rock for the purposes of addressing foundation support and other geotechnical or geological considerations for the following: • Retaining wall foundations and lateral earth pressures • Concrete Pavement design for roundabouts • Test Pit and Existing Drywell Infiltration testing result summary Use data from the subsurface explorations to provide soil bearing information to support the anticipated structures and improvements. The anticipated subsurface explorations to be performed for the Project are shown in the following table: TEST METHOD EST # OF TESTS DEPTH(S) OF EXPLORATION(S) Drilled Borings for retaining wall foundations 2 Up to 25 feet with rock coring Test Pits for subgrade sampling 4 Up to 10 feet or excavator refusal Dynamic Cone Penetration (DCP) Tests 4 Up to 2.5 feet PIT Infiltration Tests 2 1 to 5 feet depending on anticipated elevation of bottom of infiltration facility Pavement Cores 5 Through pavement section on Xxxxxx Existing drywell tests (COSM 4B) 2 Test 2 existing City of Bend drywells Provide an experienced engineer or geologist to supervise the field operations for in situ data gathering. Disturbed soil samples shall be collected in the borings at 2.5 to 5-foot increments using a split-spoon sampler in conjunction with Standard Penetration Testing. Each of the borings may include up to 25 feet of rock coring. Rock coring shall be accomplished using HQ-sized equipment. All field work will be observed and recorded by qualified geotechnical staff. Upon completion of drilling, the boreholes must be abandoned and backfilled according to Oregon Water Resources Department regulations. Patches will be placed at the surface for exploration locations which are performed in paved areas. Patches will be cold patch asphalt. Borings will be advanced using hollow stem drilling and HQ wire-line coring techniques. The team shall assume that the site soils are not contaminated and are non-hazardous, and shall dispose of the drill cuttings from the site. All drilling must be done during daylight hours with no limitation on length of work ...
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Related to Geotechnical and Pavement Explorations

  • Geotechnical Engineer « »« » « » « » « » « »

  • Geotechnical Services Engineer will obtain all necessary subsurface investigations, tests, reports, and perform related surveys.

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

  • Geological and Archeological Specimens If, during the execution of the Work, the Contractor, any Subcontractor, or any servant, employee, or agent of either should uncover any valuable material or materials, such as, but not limited to, treasure trove, geological specimens, archival material, archeological specimens, or ore, the Contractor acknowledges that title to the foregoing is vested in the Owner. The Contractor shall notify the Owner upon the discovery of any of the foregoing, shall take reasonable steps to safeguard it, and seek further instruction from the Design Professional. Any additional cost incurred by the Contractor shall be addressed under the provision for changed conditions. The Contractor agrees that the Geological and Water Resources Division and the Historic Preservation Division of the Georgia Department of Natural Resources may inspect the Work at reasonable times.

  • Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • For Product Development Projects and Project Demonstrations  Published documents, including date, title, and periodical name.  Estimated or actual energy and cost savings, and estimated statewide energy savings once market potential has been realized. Identify all assumptions used in the estimates.  Greenhouse gas and criteria emissions reductions.  Other non-energy benefits such as reliability, public safety, lower operational cost, environmental improvement, indoor environmental quality, and societal benefits.  Data on potential job creation, market potential, economic development, and increased state revenue as a result of the project.  A discussion of project product downloads from websites, and publications in technical journals.  A comparison of project expectations and performance. Discuss whether the goals and objectives of the Agreement have been met and what improvements are needed, if any.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • Geotechnical Investigation Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.

  • Laboratory Services Covered Services include prescribed diagnostic clinical and anatomic pathological laboratory services and materials when authorized by a Member's PCP and HPN’s Managed Care Program.

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