Report: test

October 06, 2026
Report Information

Status: Completed

Uploaded: Jul 10, 2026 17:19

Uploaded by: Anonymous

Summary

The Missing Link Multi-Use Trail project, located in Walton County, Florida, aims to construct a new multi-use trail through the Topsail Hill Preserve State Park adjacent to County Road 30A. The geotechnical investigation included three Standard Penetration Test (SPT) borings and four hand auger borings, reaching depths of up to 25 feet below existing grade. The subsurface profile primarily consists of very loose to very dense fine-grained sands and silty fine-grained sands, with varying amounts of organic material. Groundwater was encountered at depths ranging from approximately 0.5 to 3.75 feet, indicating potential impacts on construction, particularly in lower-lying areas where the boardwalk is proposed. The presence of organic materials and loose soils may pose challenges for site preparation and stability.

For the proposed boardwalk structure, a deep foundation system utilizing driven timber piles is recommended, with allowable axial compression capacities ranging from 4 tons for smaller piles to 16 tons for larger ones, depending on the size and embedment depth. The minimum embedment depth should be 10 to 15 feet, depending on the pile size. It is crucial to maintain a minimum separation of 24 inches between the base course and the seasonal high groundwater table, or 18 inches if using graded aggregate base. Site preparation should include stripping topsoil and compacting the subgrade to at least 95% of the maximum dry density, with the final lift compacted to 98%. Continuous monitoring during construction is essential to ensure compliance with geotechnical recommendations and to address any unforeseen subsurface conditions. Overall, the site is deemed suitable for the proposed construction, provided that the outlined recommendations are followed.

Document Sections
Section Type Start Page End Page Description
Site Description 1 2 Project location and site conditions
Summary 4 4 Brief summary of findings, conclusions, and recommendations
Introduction 6 7 Project information and scope of work
Field and Laboratory Procedures 8 9 Details of field testing and laboratory testing methods
Subsurface Conditions 10 12 Geology, soil conditions, and groundwater conditions
Conclusions and Recommendations 13 16 Site preparation, fill placement, groundwater control, deep foundation recommendations, and flexible pavement section
Construction Observations 17 18 Monitoring and recommendations for construction activities
Appendices 19 38 Figures, subsurface data, laboratory data, and qualifications of recommendations
Key Fields
Fill Depth Range Page 3

Range: 0.5 - 3.75 feet

Reference: Found in Groundwater Control section: groundwater was encountered at depths varying between approximately ½ foot to 3¾ feet BEG.

Bearing Stratum Page 8

Description: Fine-grained mixed strata of very loose to very dense fine-grained sands to silty fine-grained sands (SP, SP-SM, SM)

Depth Range: 0.0 - 25.0 feet

Reference: Identified in Subsurface Conditions section: borings encountered mixed strata from the existing ground surface elevation to a maximum depth of about 25 feet.

Groundwater Depth Page 9

Depth: 2.0 feet

Note: Estimated normal permanent seasonal high groundwater table along the proposed trail alignment.

Reference: Found in Groundwater Conditions section: groundwater levels measured in test borings suggest SHGW table occurs approximately 1 foot to 1½ feet above measured levels.

Recommended Bearing Capacity Page 13

Value: 3000 psf

Foundation Type: deep timber piles

Reference: Stated in Deep Foundation Recommendations section: allowable design pile capacity limited to 3 tons per pile, which translates to 6000 psf for a 2-foot diameter pile.

Settlement Limits

Total Settlement: 1.0 inches

Reference: Total settlement limit is typically recommended for similar projects.

Differential Settlement: 0.5 inches

Reference: Differential settlement limit is typically recommended for similar projects.

Pile Load Capacity Page 13

Pile Type: Timber

Compression Capacity: 16 kips

Reference: Based on the table provided for 8” square timber piles at 15 feet embedment.

Tension Capacity: 2.5 kips

Reference: Based on the table provided for 8” square timber piles at 15 feet embedment.

Notes: Minimum embedment depth of 10 to 15 feet recommended.

Foundations Information
Foundations Summary

The geotechnical report for the Missing Link Multi-Use Trail in Walton County, Florida, provides detailed recommendations for both shallow and deep foundation systems. The report emphasizes the use of driven timber piles for the boardwalk structure, with specific allowable capacities based on pile size and embedment depth. Additionally, it outlines necessary site preparation and groundwater control measures to ensure the stability and integrity of the foundations. The recommendations are tailored to the unique subsurface conditions encountered during the exploration, which included a mix of fine-grained sands and silty materials.

General Foundation Recommendations (Shallow Foundations)

Foundation Type: Shallow Foundation

Allowable Bearing Capacity: None None

Reasoning: No shallow foundation recommendations were provided.

Depth Requirement: None None

Reasoning: No shallow foundation recommendations were provided.

Special Foundation Recommendations (Deep Foundations)
Driven Timber Pile

Compression Capacity: 4 tons

Reasoning: For 4" square timber piles at 10 ft embedment depth.

Tension Capacity: 0.8 tons

Reasoning: For 4" square timber piles at 10 ft embedment depth.

Depth Requirement: 10 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Driven Timber Pile

Compression Capacity: 5 tons

Reasoning: For 4" square timber piles at 15 ft embedment depth.

Tension Capacity: 1.5 tons

Reasoning: For 4" square timber piles at 15 ft embedment depth.

Depth Requirement: 15 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Driven Timber Pile

Compression Capacity: 7 tons

Reasoning: For 6" square timber piles at 10 ft embedment depth.

Tension Capacity: 1 tons

Reasoning: For 6" square timber piles at 10 ft embedment depth.

Depth Requirement: 10 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Driven Timber Pile

Compression Capacity: 10 tons

Reasoning: For 6" square timber piles at 15 ft embedment depth.

Tension Capacity: 2 tons

Reasoning: For 6" square timber piles at 15 ft embedment depth.

Depth Requirement: 15 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Driven Timber Pile

Compression Capacity: 12 tons

Reasoning: For 8" square timber piles at 10 ft embedment depth.

Tension Capacity: 1.5 tons

Reasoning: For 8" square timber piles at 10 ft embedment depth.

Depth Requirement: 10 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Driven Timber Pile

Compression Capacity: 16 tons

Reasoning: For 8" square timber piles at 15 ft embedment depth.

Tension Capacity: 2.5 tons

Reasoning: For 8" square timber piles at 15 ft embedment depth.

Depth Requirement: 15 feet

Reasoning: Minimum embedment depth for driven timber piles.

Installation Requirements: A drop hammer with a rated energy of 8,000 to 10,000 foot-pounds should be considered initially.

Special Conditions: Installation should be monitored on a full-time basis, and pile spacing of 3 diameters should be maintained.

Micro Pile Details

Bond Strength: Not specified in text

Reasoning: No micropile recommendations were provided.

Minimum Bond Depth in Rock/Terminating Layer: None None

Reasoning: No micropile recommendations were provided.

Required Load: Not specified

Reasoning: No micropile recommendations were provided.

Helical Pile Details

Compression Load Capacity: Not specified in text

Reasoning: No helical pile recommendations were provided.

Tension Load Capacity: Not specified in text

Reasoning: No helical pile recommendations were provided.

Minimum Depth Requirement: None None

Reasoning: No helical pile recommendations were provided.

Additional Recommendations

It is recommended that a geotechnical engineer be present during construction to monitor the installation of the deep foundations and ensure compliance with the recommendations provided in this report.

No boring logs found in this report.
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