Geotechnical Engineering Report Sample Clauses

Geotechnical Engineering Report. Results of the field data and laboratory data will be used to develop a geotechnical data report (GDR) for the proposed roadway improvements. The GDR study will be prepared by an engineer specializing in soil mechanics after reviewing available design, boring and laboratory data. In general, the following items will be included in the GDR: • Site Vicinity map, • Geology map, • Plan of borings, • Boring logs, Wincore format • Laboratory test results summary, • Groundwater conditions, • Generalized subsurface conditions, • Infiltration tests results.

Geotechnical Engineering Report. In addition to the field and laboratory testing, a geotechnical engineering report will be prepared that includes a description of the field exploration and laboratory tests, boring logs, a discussion of the engineering properties of the subsurface materials encountered, OSHA soil type classification, and pavement and concrete recommendations for the proposed project utilizing the following information provided to RETL by the owner:

Geotechnical Engineering Report. Include the geotechnical analyses, assessments, evaluations, and recommendations resulting in a (GER). Information in the GER will be used by the design team for the structural and civil engineering designs of this project. Issue a draft GER to District for distribution to District’s engineers and architects for review. A final GER will be submitted as an electronic file, accompanied by three hard copies.

Geotechnical Engineering Report. Collected field and laboratory data will be analyzed, and a formal Geotechnical Engineering Report will be prepared. An electronic (.pdf) copy of the Report will be submitted. The Report will include the following: • Site Location Plan; • Boring Location Plan; • Gint generated Boring Logs showing the results of field and laboratory testing; • Geotechnical Engineering Recommendations for foundation and slab design; • General recommendations for pavement subgrade preparation and design; and • Recommendations for construction planning, and site development. Proposal for Geotechnical Engineering Services New ARFF Development - JLN, Joplin, Missouri Revised October 6, 2022 PPI will provide the scope of services outlined in this proposal for a Lump Sum Cost of Ten Thousand Eight Hundred Dollars ($10,800.00). PPI’s estimated cost is based on the assumptions listed below. PPI’s estimated cost is based on the assumptions listed below. • Right-of-entry, if required, will be obtained by others prior to PPI's mobilization; • Borings will be staked in the field by PPI’s drill crew; • PPI will notify the Missouri One Call System to locate and mark public utilities; • All private utilities, if any, will be located and marked in the field by others prior to PPI's mobilization; • All work to be completed during normal business hours – Monday thru Friday and no weekend, holiday or night work; and • All samples will be stored at PPI’s Laboratory until 30 days after the final report is issued, at which time, the samples will be discarded. PPI will notify the Client if unanticipated conditions encountered during the field investigation merit a change in scope beyond that discussed in this proposal. In any event, we will not exceed projected costs without your prior approval.

Geotechnical Engineering Report. The Geotechnical Engineering Report will be prepared in accordance with the most current version of the ODOT foundation design and report writing guidelines.

Geotechnical Engineering Report. (If Applicable) 1.1.1.1 Furnish soils data including but not limited to reports, test borings, test pits, probings, subsurface exploration, soil bearing values, percolation tests, ground corrosion and resistivity tests, all with appropriate professional interpretation.

Geotechnical Engineering Report. ‌ Deliverables:

Geotechnical Engineering Report. The result of our field and laboratory program will used in preparing a geotechnical engineering report. The report will include the following: ■ Boring logs, boring location diagram, groundwater information, and laboratory data ■ Description of shrink / swell potential of foundation soils ■ As assessment of the most probable cause of the floor slab movements ■ Recommendations for remedial foundation improvements DocuSign Envelope ID: 162C67A3-16F0-4E8E-BA4B-7CF563B475DD DPS CID Building Floor Slab Distress Study ■ Garland, Texas March 8, 2022 ■ Terracon Proposal No. P94215097 – Revision 3 Based upon our understanding of the site, the project as summarized in Exhibit A, and our planned Scope of Services outlined in Exhibit B, our base fee is shown in the following table: Task 1 Site visit to observe the condition of the distressed floor slab $1,925.00 Task 2 Perform private utility clearance at the boring locations, field explorations and laboratory testing $22,700.00 for 4 borings and $5,100.00 per additional boring Task 3 Geotechnical Report with probable causes for movement and recommendations $4,200.00 Task 4 Post report consulting services In accordance with our schedule of fees shown in the following table.

Geotechnical Engineering Report. We will evaluate the results of the field and laboratory data and will develop geotechnical engineering recommendations for the project. We will also utilize the subsurface data acquired in Phase 1 to develop the recommendations. We will prepare an engineering report that will include the following: 1. Plan of borings, boring logs, laboratory test results, and water level observations; 2. Local geology, general soil, rock, and groundwater conditions; 3. Swell characteristics of the soils;