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Easy point-cloud measurement for anyone with a smartphone! High-precision automatic on-site differential earthwork volume calculation

By LRTK Team (Lefixea Inc.)

All-in-One Surveying Device: LRTK Phone

Table of Contents

What is differential earthwork volume

Why understanding differential earthwork volume is important

Traditional earthwork measurement methods and their challenges

Advantages of differential earthwork calculation using point-cloud data

Easy point-cloud surveying with a smartphone

Visualizing differential earthwork with AR

Improved site efficiency through immediate sharing of point-cloud data

Recommendation for simple surveying with LRTK

FAQ


What is differential earthwork volume

“Differential earthwork volume” refers to the difference in soil quantity (volume) that arises when comparing a reference terrain dataset or design model with the current terrain dataset. For example, in earthworks, comparing the design-planned ground elevation with the current ground surface shows the volume indicating “how much more soil needs to be excavated” or “where embankment is insufficient.” By acquiring terrain data before and after construction and comparing them, it is also possible to accurately calculate the actual volume of soil removed from or brought to the site—that is, the amount of excavated material or backfill. In short, differential earthwork volume is an indicator representing the difference in soil volume between two different times or models, and it is essential data in civil engineering and construction sites for managing cut-and-fill operations and verifying as-built quantities.


Why understanding differential earthwork volume is important

Accurately grasping differential earthwork volume at a construction site carries many important implications. First, it is indispensable for cost and schedule management. If there is a discrepancy between the planned excavation/embankment volumes and the actual volumes, extra costs for handling surplus soil or procuring additional backfill may occur, leading to unnecessary expenses. Conversely, if work proceeds with insufficient soil, recovering later can be time-consuming and increase the risk of schedule delays. By always correctly understanding differential earthwork volume, you can accurately arrange the number of dump trucks and adjust soil transport schedules, enabling a waste-free work plan.


Next, differential earthwork volume is important from the perspective of quality control and as-built verification. To verify whether excavation and embankment have been performed to the correct heights and shapes as designed, overlaying the completed design model and the current terrain data and checking the differences is a reliable method. If there are excesses or shortages from the specified lines, corrective measures can be taken early, preventing rework or redo construction. Because differential earthwork data can quantitatively show discrepancies between the design and the field, it also helps in judging as-built acceptance and quality assurance.


Furthermore, differential earthwork information contributes to smooth communication among stakeholders. For the client, site supervisor, heavy equipment operators, and others with different roles to share a common understanding of soil volumes, it is effective to show not only numeric data but also visualized differences. If you can present concrete numbers like “X cubic meters more excavation is needed” together with where and how much soil remains, everyone can move toward the same goal more easily. Properly understanding and sharing differential earthwork volume smooths team communication and collaboration on site, ultimately improving construction efficiency.


Traditional earthwork measurement methods and their challenges

There are several traditional methods for measuring site earthwork volumes, including differential volumes, but each method has issues in terms of convenience and immediacy. Below are representative methods and their challenges.


Manual cross-section surveying and volume calculation: Surveyors measure key terrain points with total stations or levels, create longitudinal and cross-sectional drawings, and calculate volumes using methods like the average section method. While accurate, this approach is very time-consuming and labor-intensive and requires skilled technicians. On large sites, taking sufficient survey points can take a long time, making frequent differential volume measurements impractical. Also, reading volumes from drawings often relies on experience and intuition, carrying risks of human error and calculation mistakes.

Estimation based on equipment loading or number of dump trucks: Simple on-site estimates may be made from the bucket capacity of an excavator or the number of dump truck trips. However, this is merely a rough estimate and tends to have large errors. The amount per truck varies with soil moisture and loading method, and discrepancies from actual transport volumes can be hard to notice. While convenient, this method lacks accuracy and is unsuitable for precise differential earthwork measurement.

Drone photogrammetry for earthwork measurement: Recently, capturing aerial photos with drones and generating 3D models or point-cloud data for volume calculation has become more common. It can cover large areas quickly, but it is subject to aviation law restrictions and flight permissions and requires skilled operators. It is weather-dependent and cannot fly in rain or strong winds. Additionally, image processing and point-cloud generation after flight take time, making it unsuitable for applications that require “immediate on-site results.”

Ground-based 3D laser scanners: Using high-precision terrestrial laser scanners to obtain point-cloud data for volume calculation is another method. Although it can measure with millimeter-level precision, the equipment is very expensive and requires expert knowledge to operate. Setting up the equipment requires manpower, and the large volume of data makes processing heavy, raising the barrier for regular site staff to use routinely. As a result, even when such equipment is introduced, it is often underutilized or used only in limited scenarios.


Thus, traditional earthwork measurement methods face issues like variability in accuracy, low work efficiency, and difficulty in information sharing. Especially lacking in real-time capability, long time lags from measurement to results can cause site conditions to change and responses to lag. What has long been desired is a soil volume measurement method that anyone on site can use easily and that provides immediate results.


Advantages of differential earthwork calculation using point-cloud data

A technology that is dramatically changing this situation is the use of 3D point-cloud data. Point-cloud data are digital records of surface shapes of terrain or structures represented by many points (collections of XYZ coordinates). With recent improvements in PCs and mobile devices, point-cloud processing technology has become more accessible, and the use of point-cloud data for surveying in civil construction is rapidly spreading. Using point-cloud data makes differential earthwork calculation vastly more efficient and precise.


Direct volume calculation from point-clouds: With point-cloud data, it is possible to compute volume differences of 3D models directly on a computer without estimating volumes from cross-sections as in traditional methods. Specifically, you overlay the “design-time model (or pre-construction original terrain data)” and the “latest as-built point-cloud data” and calculate the differential volume between the two shapes with a single button. This allows cut and fill volumes to be determined accurately down to millimeter units. Eliminating manual reading and calculation errors, you can obtain precise differential earthwork volumes in a short time, which is a major advantage.


Intuitive understanding through visual feedback: Using point-cloud data also enables the differential results to be displayed visually, which is important. The computed differences can be shown not only as numbers (e.g., volume in cubic meters) but also overlaid on the terrain as a colored heatmap. For example, areas higher than the design (excess embankment) can be colored red and lower areas (requiring more excavation) blue, making it immediately obvious where soil is in excess or short. Information that was hard to intuit from numbers or drawings becomes easy to understand visually through color-coded point-cloud displays. On-site personnel can immediately identify priority work areas by looking at the color map on the screen, reducing the risk of missing spots requiring correction.


As described above, differential earthwork calculation using point-cloud data far exceeds traditional methods in both accuracy and speed, and also offers the major advantage of being easy to understand.


Easy point-cloud surveying with a smartphone

You may understand the usefulness of point-cloud data but wonder, “Isn’t point-cloud acquisition limited to specialized surveying equipment or drones?” This has dramatically changed in recent years. In fact, it is becoming possible to perform high-precision point-cloud scans with just a smartphone. Modern smartphones are equipped with high-performance cameras and various sensors, and mobile 3D measurement technologies that leverage these are emerging.


For example, some recent smartphones include compact LiDAR (light detection and ranging) sensors that can generate point-clouds of the surrounding few meters in real time from the camera view. Even on devices without LiDAR, photogrammetry techniques that analyze multiple photos or videos in the cloud can create 3D models of wide areas. In other words, your smartphone can now function as a 3D scanner without special surveying equipment.


Notably, solutions combining smartphones with high-precision GNSS receivers (RTK-capable) have emerged. While a smartphone alone can capture shape data with its camera or LiDAR, its built-in GPS has errors on the order of meters. By attaching a small GNSS receiver that supports RTK (Real-Time Kinematic) correction to the smartphone, positioning errors can be reduced to within a few centimeters horizontally and vertically. This allows high-precision position coordinates to be directly attached to point-cloud data acquired by the smartphone on site, producing accurate 3D survey data aligned with the site coordinate system immediately.


The combination of smartphone + RTK-GNSS is making it possible for non-specialists to perform high-precision point-cloud surveys with one-button simplicity. Carrying a palm-sized receiver attached to the smartphone and walking around the site while pointing the camera as if shooting video enables you to continuously generate point-clouds of surrounding terrain and structures. The cumbersome control-point surveying and post-processing once required are minimized, and you can proceed from the acquired 3D model directly to volume calculation. Truly, the era of “anyone, quickly, and accurately” performing 3D site surveys has begun.


Smartphone-based point-cloud surveying offers many advantages absent in traditional methods. Key points are summarized below.


Speed and immediacy: Scan the site by walking around with a smartphone for a few minutes and you can get volume calculation results almost immediately. For example, you can scan areas excavated that day in the evening to instantly know the day’s as-built quantities (earthwork volumes). Data processing is automated, greatly reducing wait time for results.

Simplicity and labor saving: With just a smartphone and a small GNSS receiver, measurements are completed without transporting heavy equipment or performing complex setups. Intuitive smartphone app operations mean anyone can measure, so untrained workers can use it. It offers the convenience of “take it out of your pocket and measure when needed,” making it easy to integrate into daily site operations.

Improved safety: You can scan detailed shapes from a distance with a smartphone, even on dangerous slopes or large embankments. Keeping people out of hazardous areas helps reduce risks for high work or unstable ground. Heights at the top of steep slopes that were previously difficult to measure manually can now be measured safely.

Sufficient accuracy: The combination of high-precision GNSS corrections and point-cloud techniques has been confirmed to meet the accuracy required for as-built management and earthwork calculations. It achieves accuracy comparable to traditional manual surveying while enabling broader-area data capture, allowing reliable measurements. While fixed instruments may be needed for ultra-high-precision tasks, smartphone surveying accuracy is adequate for most common construction management uses.

Cost reduction: Smartphone-based measurement reduces the need to purchase expensive dedicated equipment or outsource surveying. You can start with existing smartphones and just add small receivers, lowering initial investment. Being able to measure in-house as needed also reduces outsourcing wait times, offering strong cost-effectiveness. If each site worker has a smartphone, it’s like having “one surveying instrument per person.”

Ease of continued use: Tools that are hard to operate or usable by only a few people don’t become established on sites. Smartphone point-cloud surveying is easy to use by anyone, anytime, anywhere, making it suitable for daily workflows. If regular in-house measurements become habitual, overall data utilization on site will improve, shifting construction management from experience-based intuition to data-driven practices.


Thus, smartphone-based simple point-cloud surveying offers an excellent balance of speed, simplicity, safety, accuracy, and cost, and is a practical method for daily on-site use. While drones may be better for capturing very large areas at once, smartphones excel in frequent progress checks and detailed measurements. Using drones and smartphones complementarily enables a more efficient site measurement system.


Visualizing differential earthwork with AR

Once you can calculate high-precision differential earthwork volumes using point-cloud data and RTK positioning, effective ways to convey those results on site become important. A technology gaining attention for this purpose is AR (Augmented Reality). AR overlays digital information on the real-world view displayed on a smartphone or tablet. Using AR, you can overlay differential earthwork results directly onto the actual site scenery.


Concretely, differential results between the design model and the current point-cloud (for example, the aforementioned heatmap or 3D embankment/excavation models) are overlaid on the smartphone camera image. Areas that still require excavation can be overlaid with a semi-transparent red embankment model, and places that have been over-excavated and are low can be overlaid with blue-colored regions—visualizing the differences. Looking through the smartphone screen, you will see color-coded representations of “excessive embankments” or “depressions from over-excavation” aligned with the real terrain. Differences that could previously only be checked on drawings or in numbers can now be understood on-site as if seeing the actual object.


This AR visualization dramatically smooths site communication. For example, if a site supervisor points a smartphone and says, “Let’s excavate this red-shaded area another 20 cm (7.9 in),” the heavy equipment operator can immediately understand the situation from the on-screen visual. AR instructions conveyed visually are far easier to grasp than explaining “lower the ground here by X m” with paper drawings. When clients or managers visit the site, showing the smartphone screen allows instant understanding of current progress and discrepancies from the design. Explanations of as-built conditions that were hard to convey with reports or drawing numbers can instead be shared by showing the site itself through AR, facilitating smoother agreement.


Improved site efficiency through immediate sharing of point-cloud data

Point-cloud data and differential earthwork results acquired with a smartphone become even more useful when integrated with cloud services. After measuring on site, a single tap to upload data to the cloud enables instant sharing with engineers in the office or remote team members. Site changes can be shared company-wide in real time, allowing quick follow-up actions.


Uploading data to the cloud also allows 3D point-clouds and measurement results to be viewed and reviewed in a web browser without heavy dedicated software. For example, automatically generated volume calculations or cross-sections from point-cloud data can be viewed by all stakeholders on their PCs or tablets. Opening a URL to rotate and inspect the 3D model enables status checks and review without visiting the site.


Moreover, storing data in the cloud enables history management and data centralization. If past point-clouds and differential measurement results are saved chronologically, it becomes easy to verify things like “how much was excavated at the end of last month.” Survey data that used to be scattered by site can be organized in the cloud so everyone accesses the same latest data. This prevents information漏れ and drawing inconsistencies and promotes collaboration beyond the site-office boundary.


By combining smartphone-acquired point-cloud data with cloud operations, the site measurement cycle becomes far more efficient. Routine scanning at daily or weekly intervals with automatic differential volume calculation and sharing becomes realistic, greatly improving the accuracy and speed of progress management and as-built inspections.


Recommendation for simple surveying with LRTK

Using the latest technologies introduced so far drastically improves the efficiency of measuring and sharing differential earthwork volumes. Still, some may feel “high-precision GNSS, point-clouds, and AR sound complicated.” This is where an all-in-one solution called LRTK deserves attention. LRTK is a surveying DX platform that combines high-precision GNSS receivers, a smartphone app, and cloud services, designed as a simple surveying tool usable even by non-specialists.


With LRTK, you can perform centimeter-level positioning (cm level accuracy (half-inch accuracy)) with a small RTK-GNSS receiver attached to your smartphone while scanning the site with the smartphone camera or LiDAR to generate point-cloud data, and then seamlessly execute differential earthwork calculation and visualization on the cloud. In other words, it’s a one-stop package containing the functions necessary for differential earthwork measurement. The UI is designed so site personnel familiar with smartphones can operate it, and it’s built to be usable after short initial training.


Introducing such tools on site allows in-house completion of as-built surveys and earthwork calculations previously outsourced. This contributes to significant cost reduction, and by utilizing accumulated data, the construction PDCA cycle can be advanced. Above all, when site workers themselves can master digital surveying technologies, workflows change and productivity improves. Even for a single differential earthwork check, leveraging solutions like LRTK enables a system where you can quickly and accurately know and share on-site results. This trend democratizes surveying technology, ushering in an era when anyone can easily perform 3D surveying. If you currently face challenges in site earthwork management or as-built measurement, consider adopting LRTK, a smartphone-based simple surveying solution. Cutting-edge technology will surely boost site productivity and safety.


FAQ

Q: What data is required to calculate differential earthwork volume? A: Basically, having the two terrain datasets you want to compare is sufficient to calculate differential earthwork volume. For example, point-cloud data of “pre-construction ground model” and “post-construction ground model,” or a combination of a “design finished model” and a “current point-cloud,” can be used to compute the difference. Once you have the reference dataset and the current dataset, software can automatically compute the volume difference between them.


Q: What is smartphone RTK, and is its accuracy really sufficient? A: Smartphone RTK refers to a system that uses a high-precision GNSS receiver connected to a smartphone to perform real-time centimeter-class positioning. This allows a smartphone to achieve positioning accuracy comparable to dedicated surveying instruments. Field validations have shown that smartphone point-cloud surveys can measure with horizontal and vertical errors within a few centimeters, providing sufficient accuracy for typical civil engineering as-built verification and earthwork calculations.


Q: Compared to drone surveying, what are the advantages of smartphone point-cloud surveying? A: Drone photogrammetry is advantageous for covering large areas quickly, but it is more susceptible to weather and flight-permission constraints. There are also areas that are hard to capture from the air (under bridges, building facades, etc.). Smartphone point-cloud surveying can be done on the ground even in rainy conditions and requires no preparation or permits, offering superior mobility. Because you can scan from ground level, you can capture fine undulations and structure sides that drones may miss. Using drones and smartphones appropriately according to the task allows efficient measurement leveraging each method’s strengths.


Q: Do you need special equipment for AR visualization of differentials? A: No—generally, commercially available smartphones or tablets are sufficient. AR displays are shown on the device screen, so you don’t need to prepare dedicated AR glasses. Install a compatible app and you can immediately experience AR differential displays on your usual device. If you want to share on a larger screen, using a tablet or mirroring the screen to a display can be effective.


Q: Can it be used if there is no internet connection at the site? A: For LRTK, using augmentation signals from quasi-zenith satellites (such as QZSS QLAS) enables high-precision positioning even in mountainous areas without cellular coverage. Data synchronization with the cloud can be done after moving to an area with reception, and in offline environments you can save measurement data on the smartphone and upload it later. Therefore, surveying itself can be performed even without immediate network connectivity.


Q: Can site staff use it? Is special knowledge or certification required? A: Yes, it is designed so site staff can use it. Smartphone surveying apps are intuitive, avoiding complex settings and technical jargon. With simple training or a manual, users can start using it in a short time. There are increasing cases where construction managers without surveying expertise perform point-cloud measurements and differential checks with smartphones, achieving improved workflow efficiency.


Q: How much does implementation cost? A: Compared to large traditional surveying instruments and specialized software, solutions using smartphone RTK are considerably less expensive. You can use existing smartphones and only need small GNSS receivers, so initial investment is relatively small. Performing surveys in-house that were previously outsourced also reduces running costs. Overall, it is a highly cost-effective approach.


Q: Point-cloud data files are said to be large. Can smartphones and the cloud handle them? A: High-density point-clouds can result in large file sizes, but smartphone point-cloud solutions automatically perform data compression and optimization. By scanning only the necessary area to reduce redundant points and compressing data in real time for cloud transmission, file sizes are kept manageable for smartphone processing. Detailed analysis is performed in the cloud, with only required results transferred to the smartphone, so device storage and processing capacity are not overburdened. With adequate network conditions, large 3D datasets can be smoothly handled via the cloud.


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