smadi66, Author at GEOTILL provides geotechnical, construction testing and Environmental services Indianapolis Indiana

In-Situ Soil Testing 101: The Different Types of Tests

In-situ soil testing is essential for gaining soil property information, measuring groundwater pressure, gathering moisture content data and other important data points, all in which can be safety-critical in a number of different instances. In today's post we are going to take a deep dive into a few different types of soil tests that can be performed in-situ. In-situ soil testing can be accomplished in a variety of different ways. Every soil test has its own place and benefit; however, the most accurate and thorough in-situ soil testing for determining a wide variety of technical attributes is Cone Penetration Testing (CPT). Just like everything else, determining what is best for your business is more efficient and effective once you have determined the pros and cons for every possible solution; in this case a testing solution. Options for In-Situ Soil Testing Procedures Here is a closer look at a few different options for performing an in-situ soil test: Standard Penetration Testing (SPT): This option is dynamic, low in cost and has been widely recognized as a simplified solution that provides useful information. While it's reasonably consistent with it's results in fine-grained sands it's not as consistent with coarse sands or clays; which can be difficult for gathering accurate data and analysis of soil conditions. For even more on Standard Penetration Testing, visit one of our previous posts that takes a closer look at SPT for your business. Dynamic Cone Penetrometer (DCP): A DCP manually lifts it's weight and drops into a cone that will then penetrate into the ground. It will record the number of mm per hit as well as gather an estimate of different soil properties, however it doesn't have as many capabilities as the CPT, and can only estimate certain properties. Cone Penetration Testing (CPT): This option collects [...]

By smadi66|December 4th, 2019|Geotechnical North Carolina, Introductory, Geotechnical Montana, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical New York, Geotechnical Missouri, Geotechnical Mississippi, Geotechnical Nebraska|0 Comments

Converting a Drilling Rig into a CPT Platform

If you're familiar with our CPT University blog then you may have had a chance to take a closer look into what CPT can do for your business. If you're yet to make the switch; it may be because you don't exactly have the means to support the transition into the CPT business. Fortunately, if you're still looking to reap the benefits of CPT rigs, the Vertek CPT Drill Rig Adapter may be the solution that you have been searching for. Read on to learn how you can start growing your drilling business. Converting a drill rig into a CPT platform using a Vertek CPT Drill Rig Adapter Businesses that transition out of SPT or Hollow Stem Auger Drilling are able to become more efficient and obtain a higher daily rate. How Does it Work? The drill rig CPT adapter kit enables drilling service providers to complete CPT testing with their existing equipment. So how does it work exactly? The simple adapter is first screwed onto the drill head. This enables the existing push and pull hydraulic system to advance and retract the CPT equipment to and from the subsurface. This is just a small snippet of what the drill rig CPT adapter kit can do, for even more on it's functionality, visit our drilling conversion page. A CPT Drilling Conversion Rig Kit Consists of: A Peizo-Cone Penetrometer A Data Acquisition System (DAS) and coaxial communication cable A Depth Marker for depth measurement A Drill Head Adapter for advancing and removal Rods or Rod Adapters Wear surface consumables and spares (tips, sleeves, pore pressure filters) Seismic shear wave equipment (optional) Converting a drilling rig can be a cost-effective entry into CPT. By following this route, you can enter the CPT business with a brand that offers exceptional domestic support and [...]

By smadi66|December 4th, 2019|Geotechnical North Dakota, Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical Tennessee, Geotechnical South Dakota, Geotechnical Ohio, Geotechnical Texas, Geotechnical Pennsylvania, Introductory, Cone Penetration, Video Posts|0 Comments

Cone Penetrometer Testing via Speed Lock Rods

The strongest direct push rods in cone penetration testing. Unsurpassed Joint Strength Vertek manufactures a full line of CPT push rods with our proprietary Speed Lock dual-lead thread design. Speed Lock Rods provide unsurpassed joint strength, up to 50% stronger than industry standard V-threads. Our unique rope thread design uses less of the available wall thickness and balances the strength between the male and female thread ends. Speed Lock coupled joint achieves nearly 90% of the strength of the heat treated rod stock. Increase Speed, Reduce Operator Fatigue Our dual-lead thread provides fast coupling; 2.5 turns to couple or uncouple compared with 5-7 turns for competitor’s rods improving worksite productivity. Flexibility and Adaptability to Variety of Cones Speed Lock Rods are available in standard 1.44” and 1.75” diameters. Custom sizes include 2”, 2.25” and 2.5”. Vertek also manufactures custom adapters to permit use of our advanced thread design with your current inventory of CPT equipment. Make the most of your CPT rig and cone penetrometer testing equipment with Vertek Speed Lock Rods!

By smadi66|December 4th, 2019|Geotechnical Utah, Geotechnical Vermont, Geotechnical Virginia, Geotechnical Washington, Geotechnical Wyoming, Geotechnical Wisconsin, Geotechnical Alabama, Geotechnical West Virginia, Experienced, Geotechnical Arizona, Geotechnical Arkansas|0 Comments

Terracon Consulting Engineers Takes Delivery of 20 Ton CPT Track Rig

Cone penetration test rig leaves Vertek CPT's Randolph, VT facility. It can be a bit somber watching one of our CPT track rigs head out the door after spending a few months building the rig here in Vermont, but thankfully we get to work with our partners long after the sale to make sure they're successful in the field. This 20 ton cone pentration test track rig is headed to Terracon Consulting Engineers and Scientists of Olathe, Kansas. [/fusion_youtube]

By smadi66|December 4th, 2019|Video Posts, Geotechnical California, Geotechnical Colorado, Geotechnical Delaware, Geotechnical Indiana, Geotechnical Idaho, Geotechnical Illinois, Geotechnical Georgia, Geotechnical Connecticut, Geotechnical Florida, Geotechnical Iowa, Vertek Partners|0 Comments

Soil Quality in Geological Engineering

Agronomists, Civil Engineers, Geological Engineers and more will often talk about 'Soil Quality'. As a result, there can be varying definitions of what 'quality' soil means. That means that there are a wide variety of tests to determine 'Soil Quality'. What Does Soil Quality Mean for You? For the Agronomist, Soil Quality refers to the capacity of soil to provide a kind of function related to growing capacity. This will take into account the soils ability to support life as in its chemical properties (does it have enough nitrogen etc.), it's biological properties (does it have the right bio-system to support the production of certain types of crops), will it retain the right amounts of water, is it's grain size suitable for tilling etc. There are many tests that will help one to evaluate the agricultural viability of soils. For the Civil and Geological Engineer some of these tests might be valuable. For instance, in making recommendations in how to reclaim a 'brown field' (a site that was formerly industrial that is now being re-developed for other purposes) it can be useful to identify the level of ability of an area to support specific types of grasses. When performing earthworks, it is not uncommon to use plantings such as trees as part of the anchor system to help to hold berms and such in place. Knowing Soil Quality in this respect can help to support a good decision with respect to the structural support that a living ecosystem can bring. Generally though, Engineering types are after more specific physical properties in order to 'do the math' on how an engineered system will interact with the soil conditions that are present. This enables engineers to either recommend changing the systems in place (such as by excavating large quantities of soil out, [...]

By smadi66|December 4th, 2019|Geotechnical Louisiana, Geotechnical Maine, Geotechnical Kentucky, Geotechnical Massachusetts, Geotechnical Michigan, Geotechnical Missouri, Geotechnical Maryland, Geotechnical Minnesota, Geotechnical Kansas, Geotechnical Mississippi, Introductory, Soil Testing|0 Comments

Analyzing CPT Data

As we've noted in other posts, CPT provides a number of benefits over traditional methods of subsurface soil characterization. These benefits include: Traceability Reports from a specific sounding are easily traced back to the source data, and because CPT is a continuous process, data points in between those reported can be evaluated post-test. This is in contrast to geotechnical boring where individual samples need to be tracked and accounted for from the busy worksite to a remote lab and through to reports and documentation. This can be cumbersome and prone to errors. Immediacy Reports can be generated in near-real-time. This enables customers such as site owners or civil engineers to have visibility to the tests as they are occuring. Having immediacy means that as data is reported and interpreted, any retesting that should be done or any additional soundings that would be useful to clarify or validate data can be called for on the spot. Accuracy Because of the very large volume of soundings that have been done, important factors and relationships have been established that enable the raw CPT data to be translated into useful information. Additionally, as we've noted elsewhere, CPT leaves the soil being tested 'undisturbed' and therefore provides a more accurate assessment than other methods of soil characterization. CPT Data analysis and interpretation can be aided through the use of specialized software Two that our customers have had success with include DataForensics & Datagel. Using software to log, analyze and report your data provides a number of advantages. Traceability, immediacy and accuracy are improved. Additionally, efficiency and therefore your cost structure, benefit as well. With the right software you are able to accelerate your ability to serve customers both more quickly and more accurately. If you are entering or have recently started out in the CPT [...]

By smadi66|December 4th, 2019|Geotechnical New York, Geotechnical Ohio, Geotechnical North Dakota, Geotechnical Nebraska, Geotechnical North Carolina, CPT Data, Introductory, Geotechnical Montana, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico|0 Comments

The Advantages and Disadvantages of Geotechnical Boring; Why CPT May be Your Better Option

As we noted in a previous post about Soil Quality, there are a wide range of reasons that soil needs to be tested. For some applications, it is important to get data about soil that is sub-surface, and in many cases getting data from deep under a site can be useful or essential. When most people imagine how you would gather data from soil that is deep underground, they imagine using a drilling rig of some kind. Sure enough, there are special kinds of boring tools that will let you drill deep into the ground and extract a sample of the soil at depth for analysis. Advantages & Disadvantages of Geotechnical Boring Using Geotechnical Boring, whether it be small-diameter or large-diameter equipment allows users to see the solid that is extracted. This can be useful for gaining an understanding of the sub-surface topology if a goal is to create a multi-dimensional map of the subsurface Geological conditions. There are significant disadvantages however to using Geotechnical Boring to obtain soil samples for testing. One disadvantage is that the operation of boring is for obtaining samples only, you can't gather data from the boring activity itself and therefore all of this investment in equipment, labor and time provides value only in that it presents a sample for testing. Another disadvantage is that the soil being sampled then needs to be tested using some type of laboratory equipment. This often means removing a large number of samples from the site, getting them safely in an organized way to a lab facility somewhere, hopefully nearby, and waiting for the lab results to come back. If there are apparent conflicts in data, or a particular part of the site needs more evaluation, the entire process needs to be started up from scratch again. Perhaps the [...]

By smadi66|December 4th, 2019|Geotechnical Vermont, Geotechnical Pennsylvania, Introductory, Soil Testing, Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical South Dakota, Geotechnical Texas, Geotechnical Utah, Geotechnical Tennessee|0 Comments

The Application of Dynamic Cone Penetration Testing (DCPT)

Assessing the level of compaction of sub-surface soils can be essential to designing and building structures, particularly those subject to transient or cycling loads. A perfect example is roadways. If the soil beneath a roadway is not compacted sufficiently, then over time the cycling loads of passing traffic will compact the soil further, leading to surface failure such as large cracks, potholes and displaced pavement. Assessing the compaction of non-cohesive soils such as fine sands is a difficult challenge. As we've noted in other blog posts, removing a sample from the ground and sending it to a lab is not only time consuming and expensive, but can be highly inaccurate in non-cohesive soils because the samples by necessity are disturbed from their sub-surface condition. The Dynamic Cone Penetrometer Test (DCPT) is one of many forms of in-situ soil characteristic tests that are designed to assess soil density. It shares some characteristics of both SPT and CPT testing, which enables it to provide a useful and in the right application can deliver a complementary data set and is less expensive and troublesome than Nuclear Density testing. The Standard Penetration Test (SPT) is done by using a sample tube which has thick walls to prevent deformation during the test. To conduct a test, a borehole is drilled to a specified depth. The sample tube is driven into the bottom of the borehole using a drop hammer of a defined weight dropped a defined distance. The number of blows (N) needed to drive the sample tube 6, 12 and 18 inches is recorded. The SPT provides a rough indication of the soil density at depth. As noted in previous posts (link here), getting accurate data for soil density can be a complex challenge. SPT provides an estimate but is not as accurate as [...]

By smadi66|December 3rd, 2019|Geotechnical Alabama, Geotechnical West Virginia, Soil Testing, Geotechnical Arizona, Geotechnical Arkansas, Geotechnical California, Geotechnical Colorado, Geotechnical Virginia, Geotechnical Washington, Geotechnical Wyoming, Geotechnical Wisconsin|0 Comments

Towable CPT Trailer – Push System on Wheels!

New - Mount an S4 CPT Push System on equipment or a trailer! Customer response to our new S4 Push System has been very impressive. The most affordable and flexible 20 ton push system available has made CPT newly accessible to a variety of service providers around the world without the need for large dedicated vehicles. In keeping with our history of cone penetration innovation we'd proud to show off our latest improvement to the S4 Push System: Towability. That's right, the S4 can now be purchased attached to our custom trailer enabling it to be driven from job site to job site behind any full size pick-up truck. [/fusion_youtube]

By smadi66|December 3rd, 2019|Geotechnical Georgia, Geotechnical Connecticut, Geotechnical Florida, Geotechnical Iowa, Geotechnical Kansas, Introductory, Cone Penetration, Video Posts, Geotechnical Indiana, Geotechnical Delaware, Geotechnical Kentucky, Geotechnical Idaho, Geotechnical Illinois|0 Comments

New Geotechnical Exploration Firm in Southeast US: PalmettoINSITU

Vertek S4 Push System In Action Extracting underground data to determine soil parameters in order to efficiently provide foundation requirements Vertek customer Michael Cox has launched PalmettoINSITU, LLC, a geotechnical exploration firm specializing in extracting and presenting more exact data from coastal, southeastern, and southwestern soils prior to development and construction projects. Geotechnical engineers will contract with PalmettoINSITU to extract underground data to determine soil parameters in order to efficiently provide foundation requirements for: Bridges, multi-story buildings, private residences, nuclear power plants, wind turbines, cellular communication towers, municipal water tanks, water treatment facilities, sinkholes, profiling top-of-rock, directional boring, and many other critical applications prior to development and construction. About Michael Cox: Michael Cox spent 13 years with S&ME, a global Top-100 engineering firm before launching PalmettoINSITU in June of 2014. Michael Cox graduated from Florida Institute of Technology with an MS in Information Technology and a BS in Computer Information Systems. Cox also earned an AS in Civil Engineering Technology, including AutoCAD and Surveying certificates from Trident Technical College in Charleston. Michael Cox is known as the "Indiana Jones" of capturing soil data in the geotechnical engineering space, due to his reputation and innovation for getting in and out of some of the most challenging site locations. Before beautiful residences, commercial buildings, or major facilities are built, their raw land is typically rough, wooded, wet, or otherwise a challenge to physically enter in order to begin testing the soil. Vertek's S4 Push System offers maximum flexibility to access these site locations due to application on a variety of equipment. Michael Cox earned over a decade of geotechnical experience working on the following projects: Norfolk Naval Shipyard (Virginia), Andrews Air Force Base (Maryland), The Boeing Facility (South Carolina), The Bellefonte Nuclear Station (Alabama), Robinson Nuclear Power Plant (South Carolina), The Google [...]

By smadi66|December 3rd, 2019|Geotechnical Nebraska, Soil Testing, Vertek Partners, Geotechnical Louisiana, Geotechnical Maine, Geotechnical Massachusetts, Geotechnical Michigan, Geotechnical Montana, Geotechnical Missouri, Geotechnical Maryland, Geotechnical Minnesota, Geotechnical Mississippi|0 Comments

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