| Lacey V. Murrow Memorial Bridge |
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| CATEGORIES ABOUT LACEY V. MURROW MEMORIAL BRIDGE | |
| pontoon bridges | |
| bridge disasters | |
| bridges in washington | |
| king county, washington | |
| bridges completed in 1993 | |
| bridges completed in 1940 | |
| interstate 90 | |
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The bridge was the brainchild of George Lightfoot , who came to be called the "father of the bridge". Lightfoot began campaigning for the bridge in 1930, enlisting the support of Miller Freeman. The original two-way, four-lane Toll Bridge was designed by the engineer Homer Hadley (1885-1967) and constructed of reinforced concrete in 1940 . Tolls were removed in 1946. It sank in a storm on November 25 , 1990 , while it was undergoing refurbishing & repair. The current bridge was built in 1993 . Formerly known as the "Lake Washington Floating Bridge", the original bridge included a movable span that could be retracted into a pocket in the center of the fixed span to permit large boats to pass. This design resulted in a roadway "bulge" that required vehicles to swerve twice across polished steel joints as they passed the bulge. A " Reversible Lane " system, indicated by lighted overhead Lane Control Signals with arrow and 'X' signs, compounded the hazard by putting one lane of traffic on the "wrong" side of the bulge at different times of day in an effort to alleviate rush-hour traffic into or out of Seattle. There were many serious collisions on the bridge. The problems grew worse as the traffic load increased over the years and far outstripped the designed capacity. Renovation or replacement were essential and a parallel bridge, the Homer M. Hadley Memorial Bridge , was completed in 1989 . 1990 DISASTER The original bridge sank due to a combination of human errors and decisions. The process started because the bridge needed resurfacing and was to be widened by means of cantilevered additions in order to meet the necessary lane-width specifications of the Interstate Highway System. The Washington State Department Of Transportation (WSDOT) decided to use Hydrodemolition ( High-pressure Water ) to remove unwanted material (the sidewalks on the bridge deck). Water from this hydrodemolition was considered contaminated under Environmental Law and could not be allowed to flow into Lake Washington. Engineers then analyzed the Pontoon s of the bridge, and realized that they were over-engineered and the water could be stored temporarily in the pontoons. The watertight doors for the pontoons were therefore removed. A large storm on November 22, 23, and 24, 1990 (the Thanksgiving holiday weekend) filled some of the pontoons with rain and lake water. On November 24, workers noticed that the bridge was about to sink, and started pumping out some of the pontoons. However, on November 25, 850 meters of the bridge sank, dumping the contaminated water into the lake along with tons of bridge material. The bridge sank when one pontoon filled and dragged the rest down because they were cabled together and there was no way to separate the sections under load. Fortunately, no one was hurt or killed, since the bridge was closed for renovation and the sinking took some time. All of the sinking was captured on film and shown on live TV. Precedents and lessons for the future WSDOT lost another floating bridge, the '' Future plans When the second bridge was built parallel to the existing span, it included a set of two HOV Lane s, Reversible to accommodate the flow of traffic between Seattle and the Eastside (westbound in the morning, eastbound in the evenings). Unfortunately, because the lanes are reversible, this pushes all the HOV traffic going on one side (depending on what time it is) to the general purpose lanes. This has been a huge problem with the increasing amount of Congestion in Seattle, Mercer Island and Bellevue. WSDOT is assessing the situation presently and is planning to convert the lanes to two-way traffic. Half of this project is funded, and the first phase is estimated completion in 2009. SEE ALSO EXTERNAL LINKS
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