Wed May 25, 2022 - National Edition Wirtgen

A Wirtgen slipform paver constructed 89,700 sq. yds. of operational facilities by concrete paving an extension of the apron and a hazardous cargo pad at the military air base on the international airport at the port of Keflavik, about 31 mi. from Iceland's capital, Reykjavik.

As the overall project was commissioned by the U.S. government, all measurements used during the paving project were in imperial units.

At the end of the construction project the SP 62i had paved a total of 45,778 cu. yd. of single-layer concrete paving with a width of 25 ft. and a thickness of between 16 and 18 in. On average, 1,177 cu. yds. of concrete were paved every day.

Due to the climatic conditions on the Reykjanesskagi peninsula in the south west of Iceland, the time window for the project was set for the beginning of July to the end of September of the year. To squeeze the work into this timeframe, the decision was made to do without prior placement of fixed formwork for the individual strips.

Despite the tight deadline, the paving team was able to deliver highest quality results, not least due to machine technology like the high-precision steering and leveling system and the automatic super smoother.

The concrete was placed in front of the SP 62i slipform paver by an excavator and then evenly distributed with the machine's spreader plow. Precise Edges Are Essential for Optimal Surface Water Drainage

The concrete was placed in front of the SP 62i slipform paver by an excavator and then evenly distributed with the machine's spreader plow.

Operational areas on airfields generally have only a very slight cross-slope and, in Keflavik, the specified value was 1 percent.

The area was paved in 31 separate strips that were connected to one another by tie bars inserted along the sides to ensure the correct height of the individual sections. The outer edges of the strips posed a particular challenge for paving with the slipform method. They had to be precisely perpendicular from end to end and faultlessly paved with absolutely no fall.

Only this can ensure that rainwater drains away as it should during future operations, and that no water collects in the expansion joints.

Perfectly perpendicular edges are essential for ensuring the quality of the butt joints between adjacent strips. The two-track SP 62i slipform paver once again proved to be the ideal choice for the job. Wirtgen Application Engineers Provide Assistance

Perfectly perpendicular edges are essential for ensuring the quality of the butt joints between adjacent strips. The two-track SP 62i slipform paver once again proved to be the ideal choice for the job.

Essentially, concrete is always a mixture of cement, water and variously sized aggregates. However, in order to fulfill the future load-bearing and wear-resistance properties of the construction in question, further additives and a more precise consideration of the above-mentioned main ingredients was needed.

The required properties in the case of the extension work at Keflavik Air Base included, for example, a concrete with the compressive strength class C35/45. In order to achieve the desired compressive strength of 45 N/mm² (cubic concrete specimen), the ideal formula for the concrete mix was determined with the assistance of Wirtgen application engineers and optimized for paving with the slipform paver.

In situ paving of the first pilot strips was able to begin immediately without trial areas. These showed optimum quality in all specified parameters such as density, compressive strength, profile-compliant placement and surface roughness, i.e. grip characteristics.

The extension of the parking apron is realized in the form of 31 separate strips connected to one another by tie bars inserted along their sides. Maximum Evenness Over Entire Operational Area

The extension of the parking apron is realized in the form of 31 separate strips connected to one another by tie bars inserted along their sides.

When it comes to the operational areas of airfields and airports, demands for surface evenness are generally very high. At Keflavik Air Base, the specified maximum permissible unevenness was .15 in. on 13 ft. In reality, the evenness measured according to TP Eben 2007* showed that deviations were significantly lower and that the evenness achieved was far better than the target value.

* Technical testing regulations for evenness measurements on road surfaces in longitudinal and transverse directions. A clear sign of the quality that can be achieved only with a perfectly coordinated team and the right equipment, as Hendrik Wendt, Site Manager & Concrete Technologist, HIB Infra GmbH & Co. KG subsequently explained: "On this project, we once again enjoyed the excellent experience of working together with the team from Wirtgen.

"The team provided excellent advice and valuable support in both the planning phase and as on-site consultants. Not least thanks to this, we were able to complete the project on time with as good as no problems at all on the construction site."

For more information, visit www.wirtgen-group.com.

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