Foundation Report. Xxxxx include information requested by the Architect or Engineer, including recommendation of loading of foundation material. Six (6) copies of the report shall be furnished at a rate to be paid for by the following: Professional Engineer: Per Hour $130.00 Staff Engineer: Per Hour $140.00 Senior Engineer: Per Hour $200.00 Technician: Per Hour $65.69 Field Sampling, drilling and laboratory tests required in connection with the report shall be paid for in accordance with the applicable provisions of this Contract.
Foundation Report. Yeh will prepare a Foundation Report for Earth Retaining Systems (FR) only for the design of the proposed retaining wall along the northbound US 101 off-ramp to Xxxxx Street. The scope of the design geotechnical services should be reviewed and updated as needed based on the alternative selected for the interchange improvements and the preliminary design of the improvements. This work will include planning, field exploration, laboratory testing and performing geotechnical analyses for preparation of the Foundation Report. The scope of the field exploration and testing programs assumes that the work will be performed under a single mobilization and effort.
Foundation Report. Subsurface exploration to adequately define earth materials and foundation conditions is expected to include three sampled, logged test borings: one at each abutment and at the channel support to approximately 80-ft depth to satisfy the suggested foundation types in the RFP. Two boreholes will also be completed in the roadway to approximately 5 to 10-ft depths to evaluate subgrade materials for pavement section analysis. Bulk soil samples will be taken from the roadway boreholes for later analysis and testing. Exploration Details: We propose to make the test borings from existing roadway, which will require at least partial lane closures; we assume that warning signs and traffic cones will provide adequate traffic control with flaggers as necessary. Xxxxx will provide the traffic control. We will notify USA for location of buried utilities before starting field exploration. Xxxxx will apply for environmental and encroachment permits for this work. We assume that the encroachment permit will be a no fee permit. For the channel boring, it is assumed that access to the channel can be made with a crawler drill rig. Access may require minor backhoe work which is assumed provided by the County. Additionally, a Fish and Game permit will be required to drill in the channel. Typical work windows for in-channel work are between June 1st and October 00xx.Xxxx and Game permits also typically take approximately 3 months to process. The permit process should be started immediately after notice to proceed to allow time for processing and acceptance by the department. We propose to recover soil samples from the borings at 5±ft intervals using Standard Penetration equipment. The encountered soils will be field classified and borings logged (including groundwater conditions) by an engineer/geologist. Laboratory testing to supplement field evaluation of soils parameters is expected to include moisture-density and unconfined compressive strength determinations and corrosivity testing (pH/minimum Resistivity/sulfate/chloride content) on selected samples. “R”-value testing will be performed on bulk soils samples in evaluation of subgrade materials. The scope of our proposed services specifically excludes sampling and testing for the presence or distribution of hazardous materials. If hazardous materials are identified during field exploration, work will be stopped at that location and the client notified; a modified scope of services may be required. Foundation Report Details: ...
Foundation Report. Subsurface exploration to adequately define earth materials and foundation conditions is expected to include three sampled, logged test borings: one at each abutment and at the channel support to approximately 80-ft depth to satisfy the suggested foundation types in the RFP. Two boreholes will also be completed in the roadway to approximately 5 to 10-ft depths to evaluate subgrade materials for pavement section analysis. Bulk soil samples will be taken from the roadway boreholes for later analysis and testing.
Foundation Report. The additional scope of services outlined below are based on the parties understanding of the project components as of the date of this proposal and consist of performing observation and logging during site specific field exploration, laboratory testing and preparation of Log of Test Borings (LOTB) sheets as the basis for preparing the FR-ERS. CONTRACTOR will coordinate a site visit with Granite Construction (under CMGC Preconstruction Services contract). CONTRACTOR will review field conditions, traffic control, closures, and work hours. CONTRACTOR will xxxx the locations of the explorations in the field. CONTRACTOR will coordinate and schedule the field exploration program with Granite Construction. CONTRACTOR will provide geotechnical field logging and sampling services and field oversight during exploration with drilling and CPT subcontractors. CONTRACTOR understands that Granite Construction will retain drilling and CPT subcontractors for the project work and that exploration will be performed as close as practical to the proposed wall alignment as possible. CONTRACTOR will perform laboratory tests on selected samples collected from the drilling. Soil tests for classification, shear strength, corrosion, and consolidation will be performed on selected samples recovered from the borings. The types and numbers of tests will be selected based on the results of the field exploration program. Lastly, CONTRACTOR will prepare Log of Test boring sheets for the project plans in accordance with Caltrans guidelines and logging procedures.
