Table of Contents
• Reproducibility: the reassurance of getting the same result when measuring repeatedly
• Stable field operation: being able to keep measuring without interruption
• Data consistency: the key to obtaining non-contradictory survey results
• Simple surveying with LRTK
When people think of RTK positioning, the first thing that comes to mind for many is "positioning accuracy." RTK (Real Time Kinematic) is a technology that uses GNSS (global navigation satellite systems) to correct position errors in real time and can achieve high accuracy down to several centimeters. In the surveying industry, RTK-GNSS surveying with dedicated equipment has dramatically improved productivity and reduced labor, and recently RTK positioning using smartphones has also attracted attention. For that reason, when considering the introduction of RTK, attention tends to focus on "how high the accuracy can be."
However, when deploying positioning technology in real field work, there are things that matter more than accuracy. These are reproducibility (getting the same result whenever you measure), stable field operation (positioning that does not drop out or become unstable), and data consistency (survey data that are coherent and non-contradictory). No matter how good the specs on a datasheet are, if the results vary or the system is unusable in the field, it is meaningless. This article explains the importance of reproducibility, stable operation, and data consistency in RTK surveying—things that matter more than accuracy.
Reproducibility: the reassurance of getting the same result when measuring repeatedly
In precision surveying, reproducibility—whether "measuring the same point multiple times yields the same result"—is extremely important. For example, experienced surveyors habitually re-measure important points at different times or verify them by other methods. This is because even if equipment indicates highly accurate positions, environmental factors or configuration errors can occasionally produce incorrect values. High reproducibility dramatically increases confidence in measurement results. Conversely, if reproducibility is low—meaning results vary each time—one cannot determine which result is correct, and even high-performance equipment will lose credibility in the field.
RTK positioning can theoretically achieve centimeter-level accuracy, but that accuracy is not always guaranteed in practice. Factors that affect reproducibility include time-varying error sources such as satellite geometry and ionospheric/tropospheric conditions. For example, if you measure the same point in the morning and in the afternoon, differences in satellite geometry can sometimes cause discrepancies on the order of several centimeters. However, with a system that has high reproducibility, those differences stay within acceptable ranges, and the surveyor can rely on the results. With a low-reproducibility system, such error variations can be large, potentially causing situations like "the point we measured yesterday doesn't match today's measurement."
Ensuring reproducibility requires thought in field measurement procedures. In RTK surveying, it is desirable, where possible, to observe the same point multiple times at different intervals to confirm that the results are stable. Periodically observing control points (known points) to verify that equipment and correction information have not drifted is also effective. If significantly different observations arise, measures such as rebooting the equipment, checking environmental factors, or re-measuring with an alternative method (for example, a total station) may be necessary. Only when reproducible, stable results are obtained can RTK's high accuracy truly demonstrate its value.
Stable field operation: being able to keep measuring without interruption
No matter how accurate a system is, it's worthless if it cannot be operated stably in the field. Stable field operation means being able to continue surveying smoothly without interruptions. In RTK surveying, positioning can be interrupted by communication or environmental factors. For example, while an RTK-GNSS receiver maintains a "fixed solution (Fix)" to satellites, centimeter-level accuracy is achievable, but in places surrounded by tall buildings or in forests where satellite signals are blocked, the fixed solution may be lost and accuracy may drop back to a "float solution (Float)." Once the fixed solution breaks, it can take time to regain a stable solution, during which surveying must be paused. Such situations greatly reduce field efficiency and affect the work schedule.
Achieving stable field operation requires both technical measures and operational practices. Technically, the receiver should support multi-GNSS (multiple satellite systems) and multi-band (multiple frequency bands). Receivers that can receive signals from many satellites are more likely to secure the necessary satellite count even in urban canyons or under trees, increasing the chance of maintaining a fixed solution. In Japan, using the QZSS (Michibiki) centimeter-class augmentation service (CLAS) is also effective. For example, in mountainous areas without mobile coverage, receiving correction information directly from Michibiki (the satellite) allows high-precision positioning to continue without relying on the internet. Combining multiple methods in this way reduces the instances of "we can't measure because there's no signal."
Operationally, simplifying equipment to reduce potential sources of trouble is key. Traditionally, RTK surveying required setting up a local base station and transmitting correction data via radio, but configuration errors or communication failures with such setups have been a source of instability. Recently, network RTK using Ntrip (a system for delivering correction data over the internet) and the aforementioned CLAS have reduced the need to set up base stations in some cases. Also important for long field shifts are battery life and dust/water resistance. Preparing spare batteries and choosing a robust receiver that operates reliably in rain enable stable operation regardless of weather or working hours.
Moreover, ease of operation directly affects stable operation. If device connections are complicated or there are too many settings, field errors and troubles increase. A simple system configuration and automated workflows that anyone can follow are ideal. Since field teams must accomplish many tasks in limited time, it is important to create an environment where they can focus on surveying itself rather than "taking care of the equipment." With a stable RTK system and intuitive operation, surveyors can carry out field positioning tasks with confidence.
Data consistency: the key to obtaining non-contradictory survey results
Survey data must not only be accurate at individual points but also consistent with one another. This is data consistency. For example, if you integrate a point cloud measured on one day with data measured the next day and their coordinate frames are shifted relative to each other, discrepancies will appear on maps or drawings. No matter how accurate each survey is individually, if the data do not align, the final deliverable will have problems.
The key to ensuring data consistency in RTK surveying is using a common reference consistently. Specifically, this means unifying control point coordinates and geodetic datum, using the same reference when surveying on different days, and having multiple surveyors check against common known points before and after surveying. For example, processing data with a locally defined coordinate system mixed with public coordinates (such as a geocentric datum) can later cause large discrepancies. When establishing a base station, you must correctly set and record its position (coordinates) each time and manage it so the same reference is used across days. Even small inconsistencies in references can cause mismatches when comparing coordinate data, negating the benefit of high accuracy.
Field practices to prevent such inconsistencies include establishing control points for each site and performing "verification measurements" that measure those control points at the start and end of each workday to confirm data consistency. If references shift during work, post-processing corrections can adjust the data later, but this is time-consuming. Acquiring data with consistency from the outset leads to more efficient and reliable surveying.
Data consistency can also be strengthened by leveraging IT technologies. Today, cloud-based data management platforms allow multiple workers to integrate and share collected survey data in real time. Uploading coordinates, notes, and photos from the field to the cloud enables the whole team to reference the same up-to-date data, making it easier to produce consistent deliverables. Tools that automate comparisons with past survey histories and difference checks can rapidly detect and allow correction of omissions or errors. Building a survey workflow that emphasizes data consistency prevents rework during drafting and construction phases and helps ensure quality.
Simple surveying with LRTK
How can we make surveying itself easier while meeting these "things that matter more than accuracy"? One answer is our smartphone-compatible RTK solution, LRTK. LRTK consists of a small, high-precision GNSS receiver that attaches to a smartphone and a dedicated app, enabling RTK positioning with a palm-sized device. By simply attaching the dedicated receiver (LRTK unit) to a smartphone and launching the app, users can start centimeter-level positioning without the cumbersome setup of a base station.
Using LRTK makes it significantly easier to secure reproducibility, stable operation, and data consistency discussed above. First, LRTK visualizes and records positioning results in real time on the smartphone, allowing immediate confirmation that repeated measurements at the same point are stable. In actual use, repeatedly measuring the same point has consistently yielded results within a few centimeters. By using a feature that averages measurements over a set period, accuracy can be improved down to the millimeter level, enabling precise confirmation of important points and collection of highly reproducible data.
Second, LRTK offers excellent stability. The receiver supports not only GPS but also GLONASS, Galileo, and QZSS (Michibiki), and by tracking many satellites it enables stable positioning in urban and mountainous areas. Some models also support the CLAS augmentation signal mentioned earlier, allowing high accuracy to be maintained via satellite-based corrections even where mobile signals are unavailable. LRTK can also connect to network RTK (Ntrip, etc.) and, where available, obtain corrections from local reference networks to ensure accuracy. By flexibly switching between communication infrastructure and satellite augmentation depending on conditions, LRTK supports stable operation so positioning does not drop out across diverse sites.
Third, LRTK provides strong mechanisms for data consistency. The smartphone app and cloud are integrated so that coordinates of points, photos, and notes collected during positioning are saved and shared in the cloud. This allows all team members to reference the same up-to-date data, reducing the chance of inconsistencies when multiple people survey. Because all measured points are recorded in the same reference system (for example, a geocentric datum) and centrally managed in the cloud, comparisons later do not produce mismatches. Field data can be shared immediately with the office or other teams, helping prevent missed checks or overlooked points.
In addition, LRTK is designed to be easy for anyone to use. It minimizes the specialized settings typical of conventional RTK equipment; surveying proceeds by following app-guided instructions. There is no need to set up a base station yourself—just a smartphone and the LRTK unit are enough to start work on site. As a result, sites without specialized surveying staff can still perform necessary positioning tasks. Even for experienced surveyors, time spent preparing equipment and post-processing is reduced, allowing them to focus on decision-making. With labor shortages becoming more severe, LRTK—enabling accurate and reproducible surveying by anyone—is becoming a new standard for "simple surveying" that improves field productivity. Combining accuracy, reproducibility, stability, and consistency with ease of use, LRTK has the potential to transform field surveying practices. When considering RTK equipment, look beyond datasheet accuracy and consider reproducibility and operability that ensure that accuracy can actually be realized, and consider next-generation simple-surveying solutions like this as options.
FAQ
Q1. How accurate is RTK surveying? A. Generally, RTK-GNSS surveying can achieve planar accuracy on the order of several centimeters and vertical accuracy from several centimeters to a dozen or so centimeters under good conditions. RTK using smartphones can achieve accuracy comparable to dedicated equipment if base stations and correction information are used appropriately. In practice, standalone LRTK positioning typically falls within an error range of about 1–2 cm (0.4–0.8 in), and averaging data over a set period has been confirmed to achieve sub-1 cm (<1 cm (<0.4 in)) accuracy. However, accuracy varies with satellite geometry and signal conditions, so for critical measurements it is safer to confirm a stable fixed solution (Fix) before proceeding.
Q2. Is RTK surveying possible in urban canyons or forests? A. In urban canyon environments surrounded by tall buildings or in dense forests, satellite reception can be poor, making it difficult to maintain RTK accuracy and a fixed solution. Satellite signals can be blocked or reflected, causing unstable positioning, increased errors, or reversion from Fix to Float. Still, using a multi-GNSS, multi-band receiver to increase the number of available satellites can mitigate accuracy degradation to some extent. Another approach is to move temporarily to an open area to acquire an initial Fix, then continue work using the phone's inertial sensors or AR (augmented reality) markers to supplement positioning. However, where satellites cannot be received at all—such as inside tunnels or buildings—RTK is not applicable, and alternative methods like short-range wireless ranging between fixed markers and mobile units, IMU-based dead reckoning, or SLAM (vision-based positioning) should be combined. In short, in environments where satellite positioning is difficult, it is important to be flexible and switch to conventional methods such as total stations when appropriate.
Q3. Does LRTK support Michibiki's CLAS? A. Yes. There are LRTK receiver models that support CLAS (centimeter-level augmentation service). With a CLAS-capable unit, you can receive augmentation signals directly from Michibiki (the QZSS satellites) and achieve centimeter-level positioning even at sites where the Geospatial Information Authority of Japan's reference station network or Ntrip internet connections are unavailable. This is particularly reassuring in mountainous areas without mobile coverage or offshore where the sky is open. Note, however, that CLAS service coverage is basically limited to within Japan.
Q4. How will introducing LRTK change field operations? A. Before LRTK, surveying and as-built (progress) checks were often delegated to specialist surveyors or external contractors, and construction proceeded only after receiving survey reports. Verifying plans against actual sites sometimes depended on human inspection and experience, risking rework or errors. By introducing LRTK, field staff can perform layout and measurements on site and immediately verify and share results via AR displays. Real-time construction management speeds decision-making and enables early detection and correction of mistakes. Tasks that used to require two to three people can often be completed by one person, increasing flexibility in staffing. Many users report a substantial reduction in waiting times and rework and overall improved field efficiency.
Q5. Can inexperienced surveyors use LRTK? A. Yes. LRTK is designed with ease of use in mind and is operated intuitively via a dedicated smartphone app. Starting positioning is one tap, and correction reception and computations are handled automatically, so complex settings are unnecessary. That said, understanding basic surveying concepts such as latitude/longitude and geodetic datums helps interpret results more correctly. With LRTK, even those without deep surveying knowledge can perform position measurements and as-built checks with reasonable accuracy, expanding the range of tasks that field staff can handle.
Next Steps:
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LRTK supercharges field accuracy and efficiency
The LRTK series delivers high-precision GNSS positioning for construction, civil engineering, and surveying, enabling significant reductions in work time and major gains in productivity. It makes it easy to handle everything from design surveys and point-cloud scanning to AR, 3D construction, as-built management, and infrastructure inspection.

