Section 2: Drilling and Sampling Methods

Drilling Overview

Select drilling equipment that is properly suited to the site conditions prior to mobilization of equipment and crew to the field. Generally, truck-mounted drill rigs can access most sites. However, drilling operation in difficult site conditions such as soft ground, swampy areas, sloping/steep ground may require use of track-mounted, or all-terrain vehicle (ATV) mounted drill rigs. Drilling operation over large water bodies may require barge drilling. Barge drilling typically will require heavy planning and coordination for proper selection of barge capable of supporting the drilling rig, launch locations/sites, vessel for transporting the barge, potential permitting requirements, etc.
Select drilling methods that cause minimal disturbance to the samples obtained, yield good quality SPT results, and suitable for the subsurface conditions. Drilling methods such as wash and jet boring, airrotary drilling, etc., generally tend to cause disturbance and may yield unreliable samples and SPT results. Hence, take drilling methods into consideration if data is used for design applications on TxDOT projects. Dry and wet rotary drilling methods are common methods in TxDOT projects. In bedrock or rock masses, perform rock core drilling with diamond bits to obtain continuous rock core samples for evaluation of intact rock as well as rock mass properties. Selection of drill bits and core barrels should be such that the tools selected yield good recovery and daily production, cause minimal disturbance to the core samples recovered, and appropriate for the anticipated characteristics of the rock mass or deposit. The selection of proper drill bits and core barrels suitable for the anticipated characteristics of the rock mass or deposit is the responsibility of the driller. Hence, the driller must be experienced with the selection of proper equipment and tooling necessary to yield good recovery.

Sampling Overview

Sampling methods are generally governed by geological conditions and the geomaterials to be encountered in the field. Applicable sampling methods corresponding to soil types shall be employed to obtain appropriate samples for visual classification, and laboratory testing afterward. Perform Standard Penetration tests (SPT) in accordance with AASHTO T 206 or ASTM D1586 every 5-ft. interval beginning at 5-ft. depth from the surface. When a boring is proceeding in cohesionless materials, collect split-spoon samples along with the SPT every 5-ft interval. Where cohesive soils are encountered collect Thin-Walled (Shelby) Tube samples in accordance with AASHTO T 207 or ASTM D1587 at intermediate locations between the SPT. Continuous sampling within the top of 15 to 20 feet of borings may be necessary where soils are anticipated to vary at the top or when required for design for the proposed structure.
Borehole efforts should focus on SPT in overburden soils. Switch to coring when bedrock or a rock mass is identified. Where bedrock/rock are encountered, collect rock core samples in accordance with AASHTO T 225. Place the extracted rock cores into dedicated rock core boxes that are often constructed of wood or heavy-duty cardboard for laboratory testing. Determine the Rock Quality Designation (RQD), percent recovery, and any other rock observations noted in Chapter 4 soon after as the core extraction is completed and record the values in the field logs.