Microsoft Project Helps Recover 94 Days of Delay on East Sea Island Road Project

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A study by Futri Ellys and H. Muhammad Humaidi of Politeknik Negeri Banjarmasin found that a delayed road construction project in Gunung Aru, East Laut Island, South Kalimantan, could recover 94 lost calendar days through a combination of Fast Tracking and Crashing methods simulated with Microsoft Project. The project was originally scheduled to take 234 days but was projected to require 328 days after delays caused by late project commencement, heavy rainfall, muddy site conditions, and disruptions to excavation and earthwork. The researchers’ 2026 analysis showed that schedule acceleration could bring the projected completion period back to 234 days, eliminating the 94-day delay without changing the project’s planned scope.

Road Project Faced Major Delays

The East Laut Island Central Cross-Island Road, also referred to in the study as the Gunung Aru project, is an important infrastructure project in Kotabaru Regency, South Kalimantan.

The road is expected to improve connectivity between communities, support the movement of people and goods, and reduce travel and logistics costs. Better road infrastructure can also contribute to local economic activity by making it easier to distribute goods and services between areas.

However, construction progress fell significantly behind schedule.

According to the study’s S-curve evaluation, the delay first became apparent during excavation and backfilling activities. By the fourth week of October, planned progress was supposed to reach 55.656 percent, but actual progress had reached only 8.391 percent.

Heavy rainfall was one of the main causes. Persistent rain disrupted construction activities, while muddy road conditions prevented heavy equipment from operating optimally. Material distribution was also affected, creating a chain reaction in subsequent activities that depended on earlier work.

Researchers Used Microsoft Project to Find the Critical Path

Futri Ellys and H. Muhammad Humaidi used a quantitative case-study approach to analyze the delay and identify ways to accelerate the project.

The researchers relied on secondary data from the Gunung Aru road project, including planned and actual S-curves, construction methods, and weekly project reports. They compared planned progress with actual field progress before identifying the activities responsible for the delay.

The data were then entered into Microsoft Project 2016, which was used to create project schedules, analyze dependencies between activities, identify the critical path, and simulate acceleration strategies.

The researchers used the Precedence Diagram Method (PDM) to map the relationships between construction activities.

In simple terms, PDM helps project managers determine which activities must happen before others and which tasks can overlap. It also identifies the critical path—the chain of activities with no available time buffer. A delay in one of these activities can directly delay the entire project.

19 of 28 Activities Were on the Critical Path

The planned Microsoft Project schedule contained 28 work activities, of which 19 were classified as critical and nine as non-critical.

The critical activities had zero Total Slack, meaning they had no spare time available before affecting the project’s overall completion date. The baseline schedule was designed to run for 234 days, beginning April 15, 2025, with a planned completion date of December 4, 2025.

The actual situation was considerably different.

The project’s actual start was pushed back from April 15 to May 17, 2025. Combined with the effects of poor weather, the project duration expanded to 328 days, with the projected completion date moving to April 9, 2026.

That represented a 94-calendar-day delay compared with the original schedule.

Fast Tracking Allows Activities to Overlap

To recover lost time, the researchers combined two schedule-acceleration techniques: Fast Tracking and Crashing.

Fast Tracking works by allowing certain activities that were originally scheduled sequentially to overlap when technically possible. Instead of waiting for one activity to be completed entirely before starting the next, the dependency relationship is modified so that the following activity can begin earlier.

In the simulation, the researchers adjusted predecessor relationships on critical activities by adding lead time, effectively creating controlled overlaps between tasks.

For example, the predecessor relationship for stonework was changed to FS-16 days, while road-marking work was given an FS-5-day relationship. This allowed subsequent activities to begin before the preceding activities were completely finished.

The method can save time without increasing the overall scope of construction, although it requires careful coordination to ensure that overlapping activities are technically feasible.

Crashing Adds Overtime to Critical Activities

The second technique, Crashing, reduces activity duration by adding resources or increasing working hours.

In this study, the researchers focused on overtime work rather than adding major new resources. A special work calendar was created in Microsoft Project to accommodate additional working hours, and overtime was applied to activities on the critical path.

The combination of the two techniques produced a significant change in the projected schedule.

Schedule Comparison

  • Original plan: April 15, 2025 – December 4, 2025, totaling 234 days
  • Actual realization: May 17, 2025 – April 9, 2026, totaling 328 days
  • Accelerated schedule: May 17, 2025 – January 5, 2026, totaling 234 days

The simulation therefore reduced the delayed schedule by 94 days, returning the project duration to the original 234-day target.

Technology Supports Faster Project Decisions

The researchers’ findings highlight how project-management software can support construction decision-making when projects fall behind schedule.

Microsoft Project allowed the researchers to model the planned schedule, reproduce actual field conditions, identify critical activities, and test different acceleration scenarios before applying them to the project. This provides project managers with a structured way to evaluate potential solutions rather than relying solely on manual schedule adjustments.

For large infrastructure projects, this type of scheduling analysis can be particularly useful because delays in one activity can create a domino effect across multiple dependent activities.

The study also demonstrates the importance of identifying critical activities early. Since activities on the critical path have no available time buffer, delays affecting these tasks require immediate attention.

Potential Benefits for Infrastructure Projects

The findings could be relevant to contractors, project managers, and government agencies responsible for infrastructure development.

For contractors, combining Fast Tracking and Crashing provides an option for recovering lost time when a project falls behind schedule. For project owners, schedule simulations can help evaluate whether a recovery strategy can bring a project back to its original target.

For communities, completing road infrastructure closer to the planned schedule can accelerate access to transportation networks and the economic benefits associated with improved connectivity.

However, the study focuses specifically on schedule acceleration. It does not establish that the simulated approach is the most cost-effective option, because the analysis described in the article does not provide a detailed comparison of the additional costs associated with overtime or other consequences of overlapping activities.

The researchers therefore emphasize the effectiveness of the combined methods in terms of time recovery, particularly through optimization of activities on the critical path.

Author Profiles

Futri Ellys — Politeknik Negeri Banjarmasin. First author of the study on construction-project schedule acceleration using PDM, Microsoft Project, Fast Tracking, and Crashing.

H. Muhammad Humaidi — Politeknik Negeri Banjarmasin. Second author and corresponding author of the study. His contact information is provided in the published article.

The article does not provide detailed academic degrees or individual fields of expertise for the authors, so those details have not been added.

Research Source

Title: Acceleration of Late Work on the Middle Cross Road of the East Sea Island (Mount Aru) Using Microsoft Project with the Precedence Diagram Method (PDM)

Authors: Futri Ellys, H. Muhammad Humaidi

Affiliation: Politeknik Negeri Banjarmasin

Journal: International Journal of Integrative Research (IJIR)

Volume: 4, No. 7

Year: 2026

Pages: 567–576

DOI: 10.59890/ijir.v4i7.224

Journal website: International Journal of Integrative Research (IJIR)

 


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