ESCO's Engineered Material Arresting System (EMASMAX®) is an evolution of a "soft ground arresting system" consisting of a bed of several thousand blocks of crushable cellular cement material installed on the runway overrun to decelerate an aircraft in an emergency. FAA Policy Order 5200.9 identifies EMAS as equivalent to a 1,000-foot long RSA and provides guidelines on comparing various runway safety area (RSA) improvement alternatives to the EMAS option.
When an aircraft is unable to stop on the active runway, the aircraft rolls into the EMAS arrestor bed, and is decelerated by the loads applied to the aircraft landing gear as the aircraft wheels travel through the EMAS blocks. The depth of the EMAS gradually increases as the aircraft travels into the arrestor bed, providing increasing deceleration when required by heavier or faster aircraft. Aircraft runout distance will be determined by the aircraft size, weight, speed and bed configuration.
ESCO's EMASMAX is a cost-effective way of improving safety where runway safety area distance is limited by site conditions. The range of aircraft operating at each airport and available overrun distance on each runway are accommodated by varying bed dimensions and material properties.
Engineered Arresting Systems Corporation has developed the cellular cement material specifically for this application, and has demonstrated to be the only FAA-approved EMAS manufacturer and designer.
(top)Besides the benefit of being AIP-eligible and meeting Part 139 requirements, ESCO's EMASMAX provides a reliable and predictable capability to stop an aircraft before reaching an existing hazard (road, railroad, waterway, steep embankment, etc.) and is equally effective in doing so in dry and non-dry surface conditions. The system is environmentally friendly since it can be installed on the existing runway safety area. It also negates the loss of any needed operational runway as is required by other safety area enhancement options such as shortening the runway, or imposing declared distances. In fact, EMAS may free up additional RW length on runways with more than 600 feet of RSA. Finally, it minimizes runway shutdown after an overrun as well as the airport's and airline's liability in overrun incidents.
ESCO believes that EMAS can provide further safety enhancement even in areas where there are adequate RSA available. This is particularly true in situation where there is a need to protect against a high level of danger for an overrunning aircraft REGARDLESS of available RSA length (into rivers, buildings, highways/rails, over cliffs, etc.). We have already seen some airports realizing the benefits of having both EMAS and a full RSA.
(top)The arrestor bed is produced as pre-cast blocks. A factory installed jet blast resistant block protection system is applied to the raw blocks to enhance durability and protect against the effects of aircraft jet blast. Blocks that pass the stringent quality test limits established by the FAA are then transported to the runway safety area to be installed. Due to the high quantity of blocks required for each arrestor bed, there is a standard leadtime of 6-9 months for production.
(top)The safety area is graded for drainage and longitudinal slope, adjusted if necessary, based on performance modeling of aircraft. The safety area is then paved (strength sufficient to support a rolling aircraft without deformation, not runway strength), from the runway end to the back of an EMAS. A concrete beam is constructed at the location determined from the ESCO computer model to be the best for the front of the arrestor bed. The length and width of the paved area are based on the arrestor bed size and location, also determined by the ESCO computer modeling. The bed is located to minimize the handwork required during installation where blocks are cut to fit around lights. Any lights which will be in the EMAS arrestor bed are modified to 2-points of frangibility. Normally, electrical utilities requiring regular access are moved outside the bed footprint. Any special drainage issues are accommodated.
(top)After the site has been prepared, a grid is marked to outline exact location of each block. Installation process involves use of forklifts to move and place blocks onto the pavement. Blocks are adhered to the pavement with a hot asphalt cement mixture. The blocks joints are then sealed with extruded silicone. Training and onsite installation support would be provided by ESCO.
(top)Installation time will vary depending on the size of the arrestor bed and availability of access/work hours at the airport. A typical bed takes between 2-4 weeks to install.
(top)The airport selects a design consultant - with requirement that ESCO be part of design consultant's team - to do computer performance modeling, design the arrestor bed configuration, and provide technical support on the related civil design issues.
Most airports contract directly with ESCO as a material supplier to provide blocks and installation support (installation materials and technical support during installation). The airport then through competitive bid selects a contractor to perform the site preparation and arrestor installation. This is the lowest-cost and lowest-risk contracting method.
Each arrestor bed is configured for a specific runway end. Length of an arrestor bed would be determined by performance desired for range of aircraft in operation and space available within the RSA. An arrestor bed covers the width of the runway, plus a few rows of stepped sides (to facilitate ARFF vehicle access and passenger egress), depending on the maximum depth of bed material. An EMAS system includes a paved rigid ramp (i.e. setback) in front of the arrestor bed, which can be as short as 35 feet long for space-constrained safety area. If sufficient safety area is available, a longer setback is normally used to provide the maximum performance possible.
(top)Yes, particularly for transport/cargo planes, or at joint civil/military airfields. For fighter planes, a higher level of deceleration performance is available from ESCO's mechanical arresting systems.
(top)ESCO's EMASMAX performance can be tailored to customer requirements, available RSA length, aircraft mix, etc. Performance is varied by increasing depth and length of bed, and variations of bed material strength.
Based on the FAA Advisory Circular (AC) for EMAS, the design goal is 70 knots runway exit speed, including the effects of deceleration on the paved portion of the EMAS in front of the arrestor bed. Contact ESCO for preliminary performance capability information. Charts in the AC are optimized for each aircraft and provide a very rough estimate.
If a customer has an identified requirement, a site survey, or site drawings (primarily focused on RSA available for EMAS), information on aircraft mix, and customer requirements would be used to make a preliminary design. An estimate of predicted bed performance would then be provided from this preliminary design at no cost to the airport or consultant. If the project moves to the design stage, ESCO design support will be provided for a fee.
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(top)ESCO has a complex computer model to predict aircraft loads and arrestment capabilities. Over 15 years of R&D, aircraft testing, and actual emergency arrestments have validated the accuracy and reliability of this model.
ESCO's patented materials test method ensures that ESCO's EMAS blocks meet stringent FAA requirements. Coupled with our proprietary modeling computer, which validates the effect of the EMAS on aircraft, ESCO has the capability to make general performance predictions about the EMASMAX product.
(top)Overall cost for an EMAS project can vary greatly depending on the degree of site preparation work required, the size of the arrestor bed, and locality factors such cost and availability of support labor and on-site storage space available at the airport. Contact ESCO to obtain rough order of magnitude cost for your application.
(top)Damaged material would be removed and replaced. In addition to aircraft wheel rut damage, any damage caused by fire/rescue vehicles would have to be replaced. The duration of the repairs will be related to the amount of material damaged. In the G-IV overrun at Teterboro Airport on October 2010, the repairs took less than 10 working days to accomplish.
The runway remained open between the time the aircraft was extracted from the safety area and the time the repairs were completed. After an arrestment (once the aircraft has been removed) but before the overrun arrestor has been repaired, the FAA has stated that airports may reopen runways. A NOTAM would be issued stating the EMAS is out of service.
The FAA Advisory Circular for EMAS includes a design requirement that an EMAS can be repaired within 45 days after an overrun arrestment.
(top)Damaged EMAS material is removed with front-end loaders and discarded. The aircraft is extracted (in the JFK arrestments, this was done using two tugs and straps attached to each main landing gear to pull the aircraft out backwards). New precast blocks are then installed and finish coats applied.
Repair costs would normally be paid for by the insurance of the party responsible for inflicting damage to the EMAS system.
(top)Tests by the FAA have indicated no adverse effects. (See item 16 for effects of snow accumulation.)
(top)Snow on the pavement leading to the arrestor bed should be handled in the same manner as snow on the runway, so as to provide maximum predictability and braking on the paved area. Snow removal from the arrestor bed is usually only necessary if large annual accumulations will build up, obscuring approach lights, or affecting the ILS.
If a large, asymmetrical snow accumulation occurs on one side of the bed, it may affect the ILS and the snow will have to be removed.
Snow would not be expected to have a substantial effect on performance, but to prevent excessive buildup; an airport may want to keep EMAS clear of snow. To accomplish this, a special vehicle is required, which is eligible for federal (AIP) funding as part of an EMAS project. This vehicle, which is a tracked vehicle to provide very low surface pressure on the arrestor bed, uses a snow blower. It was first used at the Minneapolis-St. Paul International Airport EMAS during the winter of 1999/2000. It was found to work well, and did not damage the arrestor bed surface. If large accumulation of ice due to melting/freezing snow is expected, removal of snow is recommended.
(top)Normal maintenance consists of maintaining the protective tops and seam seals. With the current generation EMASMAX, there is no repainting of tops required. Proper maintenance will protect the underlying arrestor bed blocks from the environment, keeping excessive moisture out and prolonging the life of the system.
An arrestor bed should also be inspected regularly. ESCO recommends weekly drive-by inspections as well as a monthly walk of the bed. Any visible damage to the surface coatings should be repaired immediately to maintain durability. An inspection, maintenance, and repair (IMR) manual is provided to the airport along with training conducted by ESCO. Maintenance programs are also available through ESCO. During the first year, ESCO will perform semi-annual inspections at no cost to the airport.
(top)ARFF vehicle maneuverability on ESCO's EMAS arrestor beds was demonstrated in several tests at the FAA Technical Center. However, non-emergency use on the bed by ARFF vehicles should be avoided since the tires will leave ruts. Similarly, access on the bed by maintenance vehicles (other than specially equipped snow removal equipment mentioned above) should be avoided. EMAS site preparation includes paving around the perimeter of the bed to allow vehicles to drive around the bed for inspections and maintenance. Maintenance and other authorized personnel can walk on the arrestor bed without damaging the surface.