Presentation of Geotechnical Investigation Report
Upon completion of the geotechnical investigation and analysis, the information and findings must be compiled in a standard report format. The report serves as the permanent record of all geotechnical data known to be pertinent to the project and is referred to throughout the design, construction, and service life of the project. The data and recommendations are typically compiled in a Geotechnical Report. The intent of the Geotechnical Report is to present the data collected in a clear manner, to draw conclusions from the data, and to make recommendations for the geotechnical aspects of the project. The primary clients that use the report are roadway designers, Bridge Engineers, construction personnel, and contractors. The Geotechnical Report is a professional document, and must be prepared under the direction of a registered professional engineer. When Consultants prepare reports, the Consultant’s recommendations must be reviewed, documented and retained by the Geotechnical Engineer assigned to the project. All final reports, calculations, boring logs, details, etc. must be submitted to the Department on Compact Disks (CD) in addition to paper copies.
Geotechnical Report Organization
The Geotechnical Report contains factual data, interpretations, engineering studies and analyses, and recommendations for design and construction. The report should be formatted to present information using a standardized approach, so that users are able to locate information readily and consistently. The format and contents of the Geotechnical Report are somewhat dependent on the type of project. The general outline for a Geotechnical Report is as follows:
- Title Page
- Table of Contents
- Executive Summary (optional)
- Other reports and investigations
- Project Description
- Geologic Conditions and Seismicity
- Local Geology
- Faulting and Seismicity
- Field Investigations (summary, with details in Appendices A, B, D, and E)
- Laboratory Analyses (summary, with details in Appendix C)
- Discussion (with supporting figures in Appendix A)
- Anticipated Subsurface Conditions (soil, rock, groundwater)
- Geologic Hazards
- General Site Evaluation
- Summary of Engineering Analyses and Calculations (typically a summary will suffice in a main section of the Geotechnical Report, and the detailed documentation of analyses and calculation could be in an appendix or as a separate report.)
- Site Grading and Earthwork
- Use of Materials
- Cut Slopes
- Rock Slopes (slope angles, stabilization, rock fall mitigation)
- Spread Footings
- Driven Piles
- Drilled Shafts
- Micro piles
- Retaining Walls
- Construction Specifications
- Recommended Construction Observations, Testing and Instrumentation
- Appendix A: Figures
- Site Location Map
- Soil Boring Location Map
- Geologic Mapping
- Supporting Photographs of Site Conditions
- Interpreted Geologic Cross-Sections
- Recommended Design Details
- Appendix B: Subsurface Explorations Data
- Boring Log Key
- Boring Logs
- Test Pit Logs
- Geophysical Data
- Appendix C: Laboratory Test Results
- Test Result Summary Sheets
- Particle Size Distribution Report Sheets (gradation curves)
- Consolidation Test Report Sheets and/or Summary Table
- Triaxial Test Results Sheets and/or Summary Table
- Direct Shear Test Report Sheets and/or Summary Table
- Chemical Analysis Results Sheets and/or Summary Table
- Appendix D: In Situ Test Results
- Appendix E: Instrumentation Results
1. TITLE PAGE
The title page should include the formal name of the project, the project identification number, the county, the date the report was finalized, and the names with titles of report preparers and their signatures (which include the author, the reviewer, and approval by the overseeing engineer).
2. TABLE OF CONTENTS
The table of contents should list the report sections and subsections, followed by appendices. A list of tables and figures should be included. A table of contents is not necessary for a short report or technical memorandum.
3. EXECUTIVE SUMMARY
The Executive Summary may be desirable for larger reports to help provide the most important findings and recommendations in a short and simple manner. An Executive Summary is not necessary for a short report or technical memorandum.
This section introduces the scope of work as it relates to the general project description (a more detailed project description is provided in the next report section). A list of previous reports and investigations that are relevant to the current project and site should be identified in this introductory section.
5. PROJECT DESCRIPTION
This section describes the elements of the project and the geotechnical related items. Provide a list of project information that was received during the course of the investigation (alignment, foundation layout, 30%plans, scour estimate, etc.). The details should include the various grading requirements and structure needs. Project constraints should be identified.
Design loads and seismic criteria should be addressed. Provide a description of width, composition, and condition of existing roadway. Provide the estimated depths of scour used (typically determined by the Hydraulics Engineer), if applicable. A vicinity map is useful to show the general location of the project.
6. GEOLOGIC CONDITIONS AND SEISMICITY
This section describes the known and published geology of the site and vicinity, as well as the regional and local seismicity. Provide a description of significant geologic and topographic features of the site. The principal geologic formations are described, along with their soil and rock characteristics. The general thicknesses (and contact elevations) of the principal geologic units should be described based on available information. Describe both natural and man-made features that are of construction importance or need to be protected.
Include pertinent geologic mapping. Identify the closest relevant faults and areas of seismic activity, along with the published expected peak horizontal ground acceleration (as stated in reliable geologic publications).
7. FIELD INVESTIGATIONS
This section presents an overview of the exploration program. Information presented here should include geologic reconnaissance work, the method of subsurface explorations, in situ testing, and instrumentation. The sampling methods should be briefly described. Each boring and test pit should be identified and labeled, along with its depth and purpose. Provide a sentence referencing the exploration logs, in situ test results, and instrumentation results in the appendices.
8. LABORATORY ANALYSES
List the types of tests performed and summarize the results, leaving the details in the appendix. Briefly describe key findings from the laboratory tests. Provide a sentence referencing the laboratory test results in the appendix.
The subsurface conditions should be described along the route of the project. This might require splitting the discussion into sections along the alignment. Describe the engineering characteristics and anticipated behavior of each soil and rock unit. Identify potentially difficult or problematic conditions. Describe any precedent information such as past slope performance or instabilities and ground settlement evidence. The groundwater regimes throughout the project should be described. Describe any potential geologic hazards, such as unstable slopes and rock fall hazards.
10. ANALYSIS & CALCULATIONS
A complete set of the analysis computations should be adequately documented and saved in a separate file or report. All calculations by Consultants are reviewed by the Geotechnical Engineer. The Geotechnical Engineer reviews and makes recommendations back to the Consultants to be incorporated into the calculations. Consultants remain responsible for the accuracy and completeness of all deliverables.
Provide an overview of the geotechnical engineering analyses and studies performed. Describe the purpose of each set of analyses, and provide the assumptions used, the corresponding results, and impact on the project. Details should be included in an appendix, if necessary. When applicable, analyses for alternate foundations including spread footings, driven piles and drilled shafts should be provided for all structures. A description of the analyses performed and an explanation of why specific foundation alternatives were eliminated should be included.
The Geotechnical Engineer must provide recommendations for all earthwork, rock slopes, retaining walls, foundations and geotechnical problems. The excavated materials must be described in terms of their behavior and its suitability for use as Borrow material. Address how the materials satisfy Department standards for Borrow materials. Unsuitable materials must be addressed and their locations identified.
If groundwater or seepage could impact the project, describe any recommended drainage systems and their locations. Estimate earthwork shrink/swell factors to allow for computation of earthwork quantities.
Provide recommendations for embankment construction, including methods to ensure slope stability and manage settlement. Estimate the magnitude and rate of settlement.
Evaluate possible alternatives if magnitude or time required for settlement is excessive, and recommend treatment based on economic analysis, time and environmental constraints.
When addressing stability, describe the factor of safety criteria and the level achieved with the recommended approach. Evaluate possible treatment alternatives if the factor of safety is too low. Provide recommendations for any ground improvement. Reinforced slopes, if to be used, should be detailed for design. Landslide mitigation measures require detailed design recommendations.
Provide rock slope recommendations including the design of slopes (appropriate cut slope angles) and fallout area dimensions. The potential for rock fall should be described and any recommended mitigations should be detailed.
Foundation recommendations should be provided for all structures including bridges, sound walls, earth retaining walls, channels, box culverts and poles. Address the use of both shallow and deep foundations and describe advantages and disadvantages for each. Provide detailed recommendations for preferred foundation types. For shallow foundations, provide the recommended elevations of bottom of footings and the allowable soil pressures based on settlements and bearing capacities. Describe suitable pile types and reasons for design selections and exclusions. Provide plots of soil resistance for selected pile size alternates.
Plots should be developed indicating both Davisson’s curve and ultimate soil resistance versus elevation, and should show end bearing and skin friction as well as total resistance. Depth of scour should be accounted for on each plot. Separate pile analyses for recommended pile sizes are to be performed for each boring. A corresponding pile capacity curve for each analysis should be provided. When more than one boring is drilled at a pile group location or when it is appropriate to generalize the soil strata, one design analysis is performed for each pile size. Recommendations for piles include:
- Lateral capacity
- Vertical (axial) capacity
- Seismic criteria and design parameters
- Minimum pile length or tip elevation (related to axial capacity)
- Minimum pile spacing
- Estimated pile settlement or pile group settlement
- Effects of scour, down drag, and lateral squeeze, if applicable.
- Pile cap depths or elevations
- Maximum driving resistance to be encountered in reaching the estimated bearing elevation including the estimated amounts of scour used in the capacity analysis
- Recommended locations of test piles and pile installation criteria for dynamic monitoring
- Selection of load test types, locations and depths, where applicable
Recommend which retaining wall types are appropriate for the project. Provide detailed recommendations for design of the preferred wall type(s). Include any requirements for tiebacks, geo-textiles, reinforcing materials, etc.
Describe the effect of roadway construction (vibratory rollers, utility excavations, settlements, etc.) on surrounding structures and any possible impacts they may have on the use of the structures during construction. Structures in close proximity to construction activities must be evaluated for potential damages caused by these activities. When warranted, recommendations such as time restraints on certain operations, underpinning, and monitoring need to be provided to reduce the damaging effects of the construction. Where there is a potential impact on existing buildings in the surrounding area, include the structure’s address, type of construction, the estimated vibration level that may cause damage, the usage (storage building, hospital, etc.), what the potential problem may be and what actions should be taken to minimize the impact in the report.
Provide recommendations for geotechnical testing, observations, and/or instrumentation, depending on the needs of the project and the relative complexity or criticality of the work to be performed. Describe the benefit of performing the testing and instrumentation, and the possible consequences if they are not performed or if the instruments are accidentally damaged. List the tests and instruments to be used and their planned locations.
Cite the references used in the geotechnical evaluations and analyses.
Figures are typically presented in Appendix A. The main figures should include:
- Topographic site plan, usually with a vicinity map
- Boring location map
- Geologic mapping
- Supporting photographs of site conditions
- Geologic cross-sections and typical sections along the alignment, if approved by the Principal Geotechnical Engineer
- Recommended design details
14. SUBSURFACE EXPLORATIONS DATA
The details of the exploration methods are in the main body of the Geotechnical Report and do not need to be repeated in the appendices. On large projects, a Summary Table with borings listed in numerical order and their corresponding stationing locations may be included to allow the reader to find boring locations and numbers readily. Subsurface exploration data including Boring Logs, Test Pit Logs, and/or Geophysical plots are typically presented in Appendix B. A key to Boring Logs needs to be included.
15. LABORATORY TESTS RESULTS
A Summary Table of laboratory test results and detailed graphs of results of tests such as consolidation, shear strength, triaxial, and gradation are typically presented in Appendix C.
16. IN SITU TESTS RESULTS
Details of any in situ testing (other than SPT) and corresponding test data and results are typically presented in Appendix D.
17. INSTRUMENTATION RESULTS
Details of the instrumentation installations and the monitoring program are typically presented in Appendix E. The results of the monitoring program are typically included.