Move is On!
June 17, 1999
Cheryl Roberts
UPDATE
HATTERAS ISLAND, NC

The Cape Hatteras Lighthouse began its journey to the relocation site today, June 17th, at 3:00 pm, Eastern Daylight Time. The first push was five (5) inches with a subsequent ten feet having been gained as of 6:15 pm.

Photos courtesy Bruce Roberts

In this image, the Cape Hatteras Lighthouse is the awaiting passenger sitting solidly on the transport system of steel.

Shoring towers have been removed, oak cribbing has been placed as support, and the roll beams with rollers have been put into position under the jacks within the main beams. All systems are go, and movers prepared last details before the push jacks were activated.

In four-to-six weeks' time, the lighthouse will inch its way to the relocation site. If a storm should threaten, the tower will be lowered on the jacks and clamped down for safety.

Record numbers of visitors are at the light station to witness the historic moment. Scores of local and national media, including all major networks, are on hand for the first push.

Vertical Lift Completed
June 11, 1999
Cheryl Roberts
UPDATE
HATTERAS ISLAND, NC

The Cape Hatteras Lighthouse will complete its vertical lift today, raising it approximately six feet.

In the image below, courtesy the National Park Service, you can see work ongoing just prior to the lift (this is an earlier picture). Still at ground level are the main beams, which are the big beams extending below the plywood on which the movers are standing. Jacks with their heads pointed downward are built-in, between the two flanges of the duplex main beams. Pressurized jacks lifted the lighthouse in approximately one-foot increments.

Photos courtesy National Park Service

The blue box is the pump for the oil to feed the hydraulic jacks. Situated on the "back" of the lighthouse, this machine is "like the motor in a car just before the transmission," President Rick Lohr of International Chimney Corporation, move contractor, states in a phone conversation Wednesday. The oil is pumped to the hydraulic jacks including the push "rams" or push jacks that will be bolted to the roll beams and push the main beams on their sets of rollers. Hoses running from the individual jacks are attached to the red unified jack system control/monitor panel to the right.

The red "box" under a rain shield is the control panel for the one hundred jacks in the unified jack system. This control panel monitors and controls the pressure of each jack. The jacks do the lifting, lowering, and along with the steel support system, support the lighthouse during the relocation process.

Roll beams are now being installed.

The steel beam mat is being laid in front of the lighthouse along the move corridor to insure a smooth glide with the load of the tower spread evenly. A 70' x 70' steel mat remains under the lighthouse with about 40' of steel mat extending in front of it that is leapfrogged as the move progresses.

The lateral movement of the lighthouse is predicted to begin sometime next week. Stay tuned!

New plans for the completion of the relocation site foundation call for brick (instead of concrete infill) to dovetail the concrete pad at the new site with the base of the tower, making it a continuous entity for great strength. Every brick will be hand-laid.

Next Thursday, we will have another update and image(s). You will get to see the tower lifted and roll beams in place under the mains. Push jacks will be positioned under the mains, clamped to the roll beams. And she'll be ready to begin a landmark move!

Sign Up for Lighthouse Society Announcements
Feb 1, 1999
Staff Report

The Outer Banks Lighthouse Society will update the progress of the Cape Hatteras Lighthouse move throughout the Spring ... sign up to receive e-mail updates.

Unifying Jack System In Place
June 2, 1999
Cheryl Roberts
UPDATE
HATTERAS ISLAND, NC

The system of steel that supports the Cape Hatteras Lighthouse is nearing completion. It consists of layers of steel including three-foot high, yellow "strongback" beams that give rigidity to the lower portion of the tower, fourteen crossbeams, and seven duplex, wide-flange steel main beams with 100 hydraulic jacks.

Photos courtesy Bruce Roberts

The red control panel that will regulate the 100 hydraulic jacks is shown above.

In this image, Pete Friezen, conceptual designer of the unified (or unifying) jack system, explains to the media how the system will work. This system will lift the tower, keep it on a level plane while en route to the relocation site, and finally, lower the tower onto its new foundation 2,900 feet to the southwest. The new location positions the tower 1,600 feet from the Atlantic Ocean.

The unified jack system consists of sixty jacks that are individually pressurized along with forty "helper" jacks, all working on simple hydraulics (displacement of oil).

Over the next two weeks, the lighthouse will be lifted about five feet so the transport system can be installed. Gauges on the red control panel monitor pressure of all the jacks. When the correct pressure is reached in the hydraulic system's jacks, according to the pounds per square inch exerted on each jack, and all jacks have been locked off, the unified jack system valve is opened, and the lift of the tower will begin.

Each lift is done slowly, about one foot at a time, with all areas of the tower being lifted simultaneously. Movers then begin placing blocks of oak cribbing to support the area between the steel beam mat (ground level) and the base of the tower. Once all areas are supported, the next lift is executed. This is predicted to take about one week.

The tower is being lifted so the transport system can be inserted. Support is stepped out of the excavation around the lighthouse to meet the height of the transport system.

As a roll beam is installed under each main beam, encased Hilman rollers are placed under the jacks' postions. Hydraulic "push jacks" on the east side of the tower push on the main beams, causing the tower to slide on the sets of rollers about five feet per push (length of the push jacks' arms). The tower will glide along the main beams with the hydraulic jacks set in three-zone pressure, based upon the geometric principle that three points define a plane. If necessary, pressure in some jacks may be adjusted while the tower is moving to absorb the effects of any bumps along the way. The move corridor has been specially prepared for the gravel and steel mat upon which the transport system is laid to provide a smooth glide path to the new location.

The move is going well. The tower is predicted to begin its glide around June 20 and will take approximately six weeks to reach the relocation site.

Updated Schedule of Events
UPDATE
May 4, 1999
Cheryl Roberts

The new lighthouse site is an area of 3.1 acres surrounded by natural growth. The light of the lighthouse will gain an advantage at a new height to put the beacon out across Diamond Shoals. A Notice to Mariners for light-out was issued for March 1st.

May until early June: installation of the main beams with hydraulic jacks that will lift the tower. The next step will be to install the roll beams upon which the tower will move.

Around mid-June (could be a lttle earlier or a little later) the slide should begin. It can take up to six weeks, moving about 50 feet per day. This is now predicted to last until mid-August.

August until mid-September the tower will arrive at the new foundation, be lowered onto the concrete pad, all steel removed, and concrete infill to complete its new foundation will be done.

Phase 2 will begin and work on details including parking, utilities and such begins.

Memorial Day 2000 reopening is planned. Nothing specific has been announced, but a ceremony will likely be in order.