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Streamline Fixed-Point Comparison of 360-Degree Photos: 5 Steps to Manage Time Series Without Failure

By LRTK Team (Lefixea Inc.)

All-in-One Surveying Device: LRTK Phone

In recent years, the practice of using 360-degree cameras for documentation has attracted attention across many fields, including construction and civil engineering. Because a single 360-degree photo can capture the entire site, it preserves progress and equipment changes comprehensively, allowing you to reliably capture information that conventional flat photos might miss. One particularly effective method is called "fixed-point comparison." By taking 360-degree photos from the same location at regular intervals and arranging them in chronological order for comparison, you can immediately grasp how a site changes over time. This is useful for recording conditions before, during, and after construction for later review, monitoring equipment deterioration during regular inspections, and many other scenarios.


However, no matter how good the 360-degree photos are, they cannot demonstrate their full value unless time-series management is solid. If the location or date/time of captured images is ambiguous, or if the photos you want to compare cannot be retrieved quickly, those valuable records will go to waste. Also, even if you intend to shoot from fixed points, accurate comparison is impossible if the shooting positions or angles shift each time. Moreover, manually organizing large volumes of photo data is time-consuming and prone to error. In short, to successfully streamline fixed-point comparison with 360-degree photos, it is essential to devise consistent time-series management from shooting through organization and utilization.


This article explains five fail-safe steps to perform fixed-point observation with 360-degree photos smoothly. To be easy to understand even for those introducing 360-degree cameras to sites for the first time, we will describe concrete points to keep in mind at each stage—from planning, shooting, and data management to comparison and sharing. By implementing these steps, you should be able to efficiently grasp on-site changes without worrying about missing records or the burden of comparison work. Now, let’s look at how to proceed with efficient and fail-safe fixed-point comparison of 360-degree photos.


Table of Contents

Step 1: Plan and clarify fixed-point shooting locations

Step 2: Set shooting frequency and schedule

Step 3: Prepare 360-degree camera and equipment; execute stable shooting

Step 4: Organize and store shooting data in chronological order

Step 5: Compare photos, analyze changes, and share with stakeholders

Conclusion

LRTK: Make fixed-point comparison more accurate with an iPhone-mounted high-precision GNSS positioning device


Step 1: Plan and clarify fixed-point shooting locations

First, plan in advance which locations will serve as fixed points for recording. If you shoot indiscriminately because you want to cover the entire site, it will become difficult to find the necessary information later, so it’s important to narrow down the points. For progress records, select representative shooting locations for each construction section or area; if the goal is equipment inspection, identify the specific parts of each piece of equipment that should be checked. The idea is to pick positions where “if you shoot here, you can generally understand the site conditions.”


Once you have decided on shooting points, make their locations clear so anyone can identify them. For example, mark the floor or columns, install markers such as stakes or poles so the same place can be easily identified next time, or plot shooting points on plans and share them. These preparations prevent confusion such as “I don’t know where this was taken” and allow consistent fixed-point observation even when site personnel change. The clearer the shooting points, the fewer redundant shots or omissions there will be, leading to more efficient records.


Step 2: Set shooting frequency and schedule

After fixing your points, plan when and how often to shoot. To improve the accuracy of time-series comparison, it’s important to continuously record at regular intervals. For example, when tracking construction progress, establish a rule to shoot once a week on a set day and time, or make sure to shoot at major milestones of the process (start of work, completion of foundation work, framework completion, handover, etc.). For regular inspections, set an appropriate frequency according to the speed of change in the subject, such as once a month or each season.


If you decide on a clear schedule and share it with the whole team, you can avoid failures like “I forgot to shoot” or “I put it off because I was busy and missed the timing.” Register shooting dates in a calendar or project management tool and use reminders to notify team members. Also, if possible, try to shoot at the same time of day each time so that brightness and shadow patterns are consistent across photos, making comparisons easier. While you cannot control weather, unifying at least the time of day reduces the sense of difference when reviewing photos later. By deciding shooting frequency and timing in advance, you eliminate gaps caused by missed or irregular shooting and accumulate stable time-series data.


Step 3: Prepare 360-degree camera and equipment; execute stable shooting

Once your shooting plan and schedule are set, make sure the 360-degree camera and related equipment are fully prepared. To avoid situations on site where “we don’t have that” or “the battery died,” check the following points in advance.


[Equipment inspection and charging] Ensure the camera body has sufficient battery. If long shooting sessions are expected, prepare spare batteries and chargers. Check the available space on recording media (such as SD cards), and replace or format them if necessary. Verify that the camera and smartphone operate correctly before shooting and confirm there are no malfunctions. Wipe the lenses to remove dirt or fog so that clear images can be obtained.


[Securing a stable shooting position] Keeping the camera’s position, height, and orientation as consistent as possible at each shoot is important for accurate comparison. While a 360-degree camera captures all directions, shifting the camera placement changes the perceived perspective and makes strict difference comparisons difficult. Use tripods or monopods to fix the camera and set it at the same height each time. Reproduce the camera position by aligning the tripod legs with the floor or ground marks prepared in Step 1. If possible, also align the camera’s orientation to a constant direction (for example, true north) to make later viewpoint alignment easier. These small measures prevent failures like “the position was different from last time so we can’t compare.”


[Shooting precautions] On the shooting day, set up equipment with adequate safety measures. In sites with pedestrian or vehicle traffic, place cones around the tripod to alert surroundings and prevent cameras from being knocked over or obstacles from appearing in the shot. When pressing the shutter, use remote smartphone control or the timer function as needed so the shooter doesn’t appear in the photo. Since a single shutter records all 360 degrees, take your time and perform the capture calmly. Although you don’t need to worry about composing multiple directional shots, consider taking additional close-up photos of important parts when necessary. Following the above preparations and steps will allow you to shoot 360-degree photos under stable conditions every time and accumulate high-quality data suitable for comparison.


Step 4: Organize and store shooting data in chronological order

After shooting on site, it is essential to organize the photo data on the same day and put it in a state where it can be managed in chronological order. Even if you record continuously, if the data is scattered you won’t be able to compare or utilize it. Pay attention to the following points to enforce thorough data management.


[Consistent file naming] Save image files with names that make the date/time and shooting location obvious at a glance. For example, using a filename like "20260326_PointA.jpg" that combines date (YYYYMMDD) and point name lets a computer automatically sort them in chronological order without manual rearrangement. As the number of photos grows, being able to tell “when and where” a photo was taken from its name improves searchability. Including project phase or process name can also be useful. Although shooting date/time is recorded in the camera’s EXIF data, explicitly including it in the filename helps prevent human error.


[Centralized data management] Avoid keeping photos only on a specific PC or personal smartphone; use shared storage that the entire project team can access. Upload data immediately after shooting to a dedicated folder on an internal server or to a cloud storage service. Using a cloud service in particular ensures automatic backup over the Internet, reducing the risk of data loss due to device failure or loss. Even if you shoot in an offline environment, form the habit of uploading promptly upon returning to the office.


[Utilize management tools] Recently, cloud services for the construction industry can place 360-degree photos on maps and display them in chronological order. With such tools, uploading is enough for photos to be automatically sorted by shooting date and mapped to corresponding fixed points, greatly reducing the need to name files or paste them into ledgers. If you don’t have dedicated tools, you can still improve efficiency by using spreadsheets to create a shooting log. The important thing is not to leave photos as-is but to always organize them by date and location. Doing so eliminates wasted time spent searching “where was that photo?” and makes time-series comparisons smooth.


Step 5: Compare photos, analyze changes, and share with stakeholders

Finally, use the accumulated 360-degree photo data for actual comparison and utilization. Arrange photos taken at the same fixed point on different dates in chronological order and check the site changes.


[Visualizing changes and analysis] For each shooting point, display photos from the earliest to the latest to review how things changed. If you have a cloud viewer or dedicated software, use functions that let you switch between 360-degree images of different dates for convenient comparison. Even without such features, placing two images side by side on a computer or intermittently viewing past and current views in VR goggles makes it easier to notice small changes. For example, on a construction site you might visually detect that a structure not present a week ago has been installed, a pile of materials is gone, or a puddle has formed. For equipment inspections, you can objectively check whether a previously small crack has widened or whether paint color has changed—signs of aging. Reviewing photos in chronological order makes it intuitive to grasp site transitions that are hard to capture in words or flat photos. Summarize observations in notes and share them with responsible parties as needed to inform future actions. If you discover during review that “a photo from a certain day is missing,” take additional shots promptly or reflect that in future plans to prevent recurrence.


[Using for information sharing and reporting] Actively share comparison and analysis results with stakeholders to improve site management. If photos are uploaded to the cloud, issue shared links for clients or team members to view. Recipients can freely browse 360-degree photos from the office, so they can grasp the immersive latest conditions without visiting the site. This realizes “remote onsite inspection” that enables immersive verification without traveling. Also, using before/after photos from fixed points makes it easy to clearly demonstrate progress in meetings and reports. For example, placing pre- and post-construction 360-degree photos side by side conveys changes at a glance and makes explanations more persuasive. When all stakeholders understand the site from a common viewpoint, rework due to recognition gaps is less likely. Furthermore, time-series photo archives are useful for future review and as evidence. If a problem occurs, you can trace back “when and what condition it was” to support root-cause analysis and clarify responsibility. In this way, recorded 360-degree photos should not end as mere comparison and analysis; their value is realized by actively using them to improve the site and facilitate smooth communication.


Conclusion

Fixed-point comparison using 360-degree photos is a powerful method to comprehensively record site changes and share them with all stakeholders. However, to maximize its effect, it is important not only to take photos but also to thoroughly follow the series of steps introduced here—planning, shooting, organizing, comparing, and sharing. Selecting and marking shooting points (Step 1) lays the foundation for comparison; planning shooting frequency (Step 2) reduces the risk of missed records. Equipment preparation and stable shooting (Step 3) ensure consistently reliable data; organizing and storing data (Step 4) enable efficient handling of large numbers of photos. Finally, comparison, analysis, and information sharing (Step 5) ensure recorded data is effectively used for site decision-making and reporting.


At first it may seem like a lot to do, but once this cycle is established, fixed-point observation operations become surprisingly smooth. You will spend far less time sorting photos or panicking “where is that record?”, and the accumulated 360-degree images will function as a living database. As a result, you will improve site management accuracy, streamline reporting tasks, and facilitate better communication with stakeholders. Please consider applying these five steps to your projects to incorporate time-series management of 360-degree photos. With proper operation, 360-degree photos will become more than just a recording gadget—they can be a reliable partner driving site DX.


LRTK: Make fixed-point comparison more accurate with an iPhone-mounted high-precision GNSS positioning device

Finally, we introduce LRTK as a tool that can further improve the accuracy and efficiency of fixed-point comparison. LRTK is a small high-precision GNSS (Global Navigation Satellite System) receiver that mounts on an iPhone and achieves centimeter-level positioning using the Real-Time Kinematic (RTK) method. While a normal smartphone’s built-in GPS can have errors of about 5-10 m (16.4-32.8 ft), using LRTK enables obtaining coordinates with errors within a few centimeters (within a few inches), delivering extremely high accuracy.


By combining LRTK with 360-degree fixed-point observation, you gain a powerful means of ensuring you are “always shooting from the same location.” LRTK can record accurate latitude, longitude, and height for each shooting point, allowing high-precision position tags to be attached to each photo. This not only eliminates worry about “not knowing where a photo was taken,” but also enables you to reproduce nearly the exact camera position next time using the coordinates. GNSS position determination greatly enhances fixed-point comparison accuracy, especially on large sites or in environments with few visual landmarks.


Moreover, by linking LRTK with dedicated apps or cloud services, you can instantly plot acquired coordinates on maps and integrate them with other drawing data and photos for unified management. In short, combining the comprehensive visual records of 360-degree photos with quantitative position information from LRTK lets you grasp the site from every angle. In progress management and inspection tasks, 360-degree photos and LRTK complement each other’s strengths—visual information and measurement data. High-precision 360-degree photos with position data are a strong solution for site DX. LRTK also supports i-Construction, advocated by the Ministry of Land, Infrastructure, Transport and Tourism, and is attracting attention as an advanced initiative that promotes digitalization in construction.


If your organization wants “anyone to easily record aligned positions” or to “integrate photos and positioning to improve operational efficiency,” consider using LRTK. You may be surprised by how a smartphone can become a high-precision surveying device. Combined with 360-degree photos for fixed-point comparison, LRTK dramatically improves the accuracy and convenience of site records. In the future, the recording method that pairs LRTK with 360-degree cameras may become a new standard on construction sites.


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