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The history of the Panama Canal goes back almost to the earliest explorers of the Americas. The narrow land bridge between North and South America create a water passage between the Atlantic and Pacific Oceans. The earliest European colonists of Central America recognized this potential, and schemes for such a canal were floated several times in the subsequent years.
By the late nineteenth century, technological advances and commercial pressure advanced to the point where construction started in earnest. An initial attempt by France to build a sea-level canal failed, but only after a great amount of excavation was carried out. This was of use to the United States, which completed the present Panama Canal in 1913 and officially opened it in 1914. Along the way, the state of Panama was created through its separation from Colombia in 1903, due to a US backed revolt, so the US could then get control of the Canal project area.
Today, the canal continues to be not only a viable commercial venture, but also a vital link in world shipping.
The idea of building a canal across Central America was suggested again by German scientist Alexander von Humboldt, which led to a revival of interest in the early-19th century. In 1819, the Spanish government authorized the construction of a canal and the creation of a company to build it.
The project stalled for some time, but a number of surveys were carried out between 1850 and 1875. The conclusion was that the two most favorable routes were those across Panama (then a part of Colombia) and across Nicaragua, with a route across the Isthmus of Tehuantepec in Mexico as a third option. The Nicaragua route was seriously considered and surveyed.
After the successful completion of the Suez Canal in 1869, the French were inspired to tackle the apparently similar project to connect the Atlantic and Pacific oceans, and were confident that this could be carried out with little difficulty. In 1876, an international company, La Société internationale du Canal interocéanique, was created to undertake the work; two years later, it obtained a concession from the Colombian government, which then controlled the land, to dig a canal across the isthmus.
Ferdinand de Lesseps, who was in charge of the construction of the Suez Canal, was the figurehead of the scheme. His enthusiastic leadership, coupled with his reputation as the man who had brought the Suez project to a successful conclusion, persuaded speculators and ordinary citizens to invest in the scheme, ultimately to the level of almost $400 million.
However, de Lesseps, despite his previous success, was not an engineer. The construction of the Suez Canal, essentially a ditch dug through a flat, sandy desert, presented few challenges; but Panama was to be a very different story. The mountainous spine of Central America comes to a low point at Panama, but still rises to a height of 110 meters (360.9 ft) above sea level at the lowest crossing point. A sea-level canal, as proposed by de Lesseps, would require a prodigious excavation, and through varied hardnesses of rock rather than the easy sand of Suez.
A less obvious barrier was presented by the rivers crossing the canal, particularly the Chagres River, which flows very strongly in the rainy season. This water could not simply be dumped into the canal, as it would present an extreme hazard to shipping; and so a sea-level canal would require the river, which cuts right across the canal route, to be diverted.
The most serious problem of all, however, was tropical disease, particularly malaria and yellow fever. Since it was not known at the time how these diseases were contracted, any precautions against them were doomed to failure. For example, the legs of the hospital beds were placed in tins of water to keep insects from crawling up; but these pans of stagnant water made ideal breeding places for mosquitoes, the carriers of these two diseases, and so worsened the problem.
From the beginning, the project was plagued by a lack of engineering expertise. In May 1879, an international engineering congress was convened in Paris, with Ferdinand de Lesseps at its head; of the 136 delegates, however, only 42 were engineers, the others being made up of speculators, politicians, and personal friends of de Lesseps.
De Lesseps was convinced that a sea-level canal, dug through the mountainous, rocky spine of Central America, could be completed as easily as, or even more easily than, the Suez Canal. The engineering congress estimated the cost of the project at $214,000,000; on February 14, 1880, an engineering commission revised this estimate to $168,600,000. De Lesseps twice reduced this estimate, with no apparent justification; on February 20 to $131,600,000, and again on March 1 to $120,000,000. The engineering congress estimated seven or eight years as the time required to complete the work; de Lesseps reduced the time to six years, as compared to the ten years required for the Suez Canal.
The proposed sea level canal was to have uniform depth of 9 meters (29.5 ft), a bottom width of 22 meters (72.2 ft), and a width at water level of about 27.5 meters (90.2 ft), and involved excavation estimated at 120,000,000 m3 (157,000,000 cu yd). It was proposed that a dam be built at Gamboa to control the flooding of the Chagres river, along with channels to carry water away from the canal. However, the Gamboa dam was later found to be impracticable, and the Chagres River problem was left unresolved.
Construction of the canal began on January 1, 1881, though digging at Culebra did not begin until January 22, 1881. A huge labor force was assembled; in 1888, this numbered about 20,000 men, nine-tenths of these being afro-Caribbean workers from the West Indies. French engineers were well paid and the prestige of the project attracted the best of France's engineering schools, but the huge death toll from disease made it difficult to retain them — they either left after short service, or died. The total death toll between 1881 and 1889 was estimated at over 22,000.
Even as early as 1885, it had become clear to many that a sea-level canal was impractical, and that an elevated canal with locks was the best answer; however, de Lesseps was stubborn, and it was not until October 1887 that the lock canal plan was adopted.
By this time, however, the mounting financial, engineering and mortality problems, coupled with frequent floods and mudslides, were making it clear that the project was in serious trouble. Work was pushed forward under the new plan until May 1889, when the company became bankrupt, and work was finally suspended on May 15, 1889. After eight years, the work was about two-fifths completed, and some $234,795,000 had been spent.
The collapse of the company was a major scandal in France, and the role of two Jewish speculators in the affair enabled Edouard Drumont, an anti-semite, to exploit the matter. 104 legislators were found to have been involved in the corruption and Jean Jaurès was commissioned by the French parliament to conduct an inquiry into the matter, completed in 1893.
It soon became clear that the only way to salvage anything for the stockholders was to continue the project. A new concession was obtained from Colombia, and in 1894 the Compagnie Nouvelle du Canal de Panama was created to finish the construction. To comply with the terms of the concession, work started immediately on the Culebra excavation—required under any possible plans—while a team of engineers began a comprehensive study of the project. They eventually settled on a plan for a two-level, lock-based canal.
The new effort never really gathered momentum, mainly because of U.S. speculation that a canal through Nicaragua would render a Panama canal useless. The largest number of men employed on the new project was 3,600, in 1896; this minimal workforce was employed primarily to comply with the terms of the concession and to maintain the existing excavation and equipment in saleable condition — the company had already started looking for a buyer, with a price tag of $109,000,000.
Meanwhile, in the U.S., the Isthmian Canal Commission was established in 1899 to examine the possibilities of a Central American canal and to recommend a route. In November 1901, the commission reported that a U.S. canal should be built through Nicaragua unless the French were willing to sell out at $40,000,000. This recommendation became a law on June 28, 1902, and the New Panama Canal Company was practically forced to sell for that amount or get nothing.
Although the French effort was to a large extent doomed to failure from the beginning — due to the unsolved disease issue, and insufficient appreciation of the engineering difficulties — its work was, nevertheless, not entirely wasted. Between the old and new companies, the French in total excavated 59,747,638 m3 (78,146,960 cu yd) of material, of which 14,255,890 m3 (18,646,000 cu yd) was taken from the Culebra Cut. The old company dredged a channel from Panama Bay to the port at Balboa; and the channel dredged on the Atlantic side, known as the French canal, was found to be useful for bringing in sand and stone for the locks and spillway concrete at Gatún.
The detailed surveys and studies, particularly those carried out by the new canal company, were of great help to the later American effort; and considerable machinery, including railroad equipment and vehicles, were of great help in the early years of the American project.
The French effort lowered the summit of the Culebra Cut along the canal route 5 meters (17 ft), from 64 meters (210 ft) above sea level to 59 metres (193 ft), over a relatively narrow width. In all, it was estimated that 22,713,396 m3 (29,708,000 cu yd) of excavation were of direct use to the Americans, valued at $25,389,240, along with equipment and surveys valued at $17,410,586.
The 1848 finding of gold in California and the rush of would-be miners stimulated U.S. interest in creating a canal between the oceans. In 1887, a U.S. regiment went to survey canal possibilities in Nicaragua. In 1889, the Maritime Canal Company was asked to begin creating a canal in the area, and it chose Nicaragua. The company lost its funding in 1893 as a result of a stock panic, and canal work ceased in Nicaragua. In both 1897 and 1899, Congress charged a Canal Commission to look into possible construction, and Nicaragua was chosen as the location both times.
The Nicaraguan Canal proposal was finally made redundant by the American takeover of the French Panama Canal project. However, the increase in modern shipping, and the increasing sizes of ships, have revived interest in the project; there are fresh proposals for either a modern-day canal across Nicaragua capable of carrying post-Panamax ships, or a rail link carrying containers between ports on either coast.
Theodore Roosevelt, who became president of the United States in 1901, believed that a U.S.-controlled canal across Central America was a vital strategic interest to the U.S. This idea gained wide impetus following the destruction of the battleship USS Maine, in Cuba, on February 15, 1898. Roosevelt was able to reverse a previous decision by the Walker Commission in favor of a Nicaragua Canal, and pushed through the acquisition of the French Panama Canal effort. George S. Morrison stood alone on that commission for the Panama location and argued for the change. The purchase of the French-held land for $40 million was authorized by the Spooner Act of June 28, 1902. Panama was then part of Colombia, so Roosevelt opened negotiations with the Colombians to obtain the necessary rights. In early 1903, the Hay–Herrán Treaty was signed by both nations, but the Colombian Senate failed to ratify the treaty.
In a controversial move, Roosevelt implied to Panamanian rebels that if they revolted, the U.S. Navy would assist their cause for independence. Panama proceeded to proclaim its independence on November 3, 1903, and the USS Nashville in local waters impeded any interference from Colombia (see gunboat diplomacy).
The victorious Panamanians returned the favor to Roosevelt by allowing the United States control of the Panama Canal Zone on February 23, 1904, for US$10 million (as provided in the Hay–Bunau-Varilla Treaty, signed on November 18, 1903).
The United States formally took control of the French property relating to the canal on May 4, 1904, when Lieutenant Jatara Oneel of the United States Army was presented with the keys; there was a small ceremony.
The newly created Panama Canal Zone Control came under the control of the Isthmian Canal Commission during canal construction.
The American government had bought the canal essentially as a running operation, and indeed the first step taken was to place all of the canal workers in the employment of the new administration. However, this was not as helpful to the project as it may have seemed. At that point the operation was maintained at minimum strength to comply with the canal's concession and keep the plant in working order.
The Americans therefore inherited a small workforce, but also a great jumble of buildings, infrastructure and equipment, much of which had been the victim of fifteen years of neglect in the harsh, humid jungle environment. There were virtually no facilities in place for a large workforce, and the infrastructure was crumbling. The early years of American work therefore produced little in terms of real progress, but were in many ways the most crucial and most difficult of the project.
The task of cataloguing the assets was a huge one; it took many weeks simply to card-index the available equipment. 2,148 buildings had been acquired, many of which were completely uninhabitable, and housing was at first a significant problem. The Panama Railway was in a severe state of decay. Still, there was a great deal that was of significant use; many locomotives, dredges and other pieces of floating equipment were put to good use by the Americans throughout their construction effort.
John Findlay Wallace was elected as chief engineer of the canal on May 6, 1904, and immediately came under pressure to "make the dirt fly". However, the initial over-bureaucratic oversight from Washington stifled his efforts to get large forces of heavy equipment in place rapidly, and caused a great deal of friction between Wallace and the commission. Both Wallace and the chief sanitary officer, William C. Gorgas, determined to make great strides as rapidly as possible, found themselves frustrated by delay and red tape at every turn; finally, in 1905, Wallace resigned.
Wallace was replaced as chief engineer by John Frank Stevens, who arrived on the isthmus on July 26, 1905. Stevens rapidly realized that a serious investment in infrastructure was necessary, and decided to set to upgrading the railway, improving sanitation in the cities of Panamá and Colón, remodelling all of the old French buildings, and building hundreds of new ones to provide housing. He then undertook the task of recruiting the huge labor force required for the building of the canal. Given the unsavory reputation of Panama by this time, this was a difficult task, but recruiting agents were dispatched. Stevens' approach was to press ahead anyway, and get approval later. He improved the drilling and dirt removal equipment at the Culebra Cut, with a great improvement in efficiency. He also revised the inadequate provisions for the disposal of the vast quantities of soil that were to be excavated.
Even at this date, no decision had been taken regarding whether the canal should be a lock canal or a sea-level canal — the excavation that was under way would be useful in either case. Towards the end of 1905, President Roosevelt sent a team of engineers to Panama to investigate the relative merits of both schemes, as regards their costs and time requirements. The engineers decided in favor of a sea-level canal, by a vote of eight to five; but the Canal Commission, and Stevens himself, opposed this scheme, and Stevens' report to Roosevelt was instrumental in convincing the president of the merits of a lock-based scheme. The Senate and House of Representatives ratified the lock-based scheme, and work was free to formally continue under this plan.
In November 1906, Roosevelt visited Panama to inspect the canal's progress. This was the first trip outside the United States by a sitting President.
Another controversy from this time was whether the canal work should be carried out by contractors, or by the U.S. government itself. Bids for the canal's construction were opened in January 1907, and the Knoxville, Tennessee-based contractor William J. Oliver was the low bidder. Stevens, who particularly despised Oliver, vehemently opposed the use of a contractor on the project. Roosevelt initially favored the use of a contractor, but eventually decided that army engineers should carry out the work. He appointed Major George Washington Goethals as chief engineer under the direction of Stevens in February 1907.
Stevens was already frustrated by the administrative situation, and the decision to involve the army at this level may have been the last straw; in any case, he resigned, and was replaced by Goethals.
The Canal Zone originally had minimal facilities for entertainment and relaxation for the canal workers, except the saloons; as a result, the men drank heavily largely because there was nothing else to do, and drunkenness was a great problem. The generally unfriendly conditions resulted in many American workers returning home each year.
It was clear that conditions had to be improved if the project was to succeed; so a program of improvements was put in place. To begin with, a number of clubhouses were built, managed by the YMCA, which contained billiard rooms, an assembly room, a reading room, bowling alleys, dark rooms for the camera clubs, gymnastic equipment, an ice cream parlor and soda fountain, and a circulating library. The members' dues were only ten dollars a year; the remaining deficit (of about $7,000, at the larger clubhouses) was paid by the Commission.
Baseball fields were built by the commission, and special trains were laid on to take people to the games; a very competitive league soon developed. Fortnightly Saturday night dances were held at the Hotel Tivoli, which had a spacious ballroom.
These measures had a marked influence on life in the Canal Zone; drunkenness fell off sharply, and the saloon trade dropped by sixty percent. Crucially, the number of workers leaving the project each year dropped significantly.
The work that had been done to this point was unimpressive in terms of actual construction, but in terms of preparation, essential. By the time Goethals took over, all of the infrastructure for the construction had been created, or at least greatly overhauled and expanded from the original French effort, which eased his task considerably; and he was soon able to start making real progress with the construction effort. He divided the project into three divisions: Atlantic, Central and Pacific.
By August 1907, 765,000 m³ (1,000,000 cubic yards) per month was being excavated, which was a record for the difficult rainy season; not long after, this was doubled, and then increased again; at the peak of productivity, 2,300,000 m³ (3,000,000 cubic yards) were being excavated per month (in terms of pure excavation, this is equivalent to digging a Channel Tunnel every 3½ months). Never in the history of construction work had so much material been removed so quickly.
One of the greatest barriers to a canal was the continental divide, which originally rose to 110 metres (360.9 ft) above sea level at its highest point; the effort to create a cut through this barrier of rock was clearly one of the greatest challenges faced by the project, and indeed gave rise to one of the greatest engineering feats of its time.
When Goethals arrived at the canal he had brought with him Major David du Bose Gaillard, of the U.S. Army Corps of Engineers. Gaillard was placed in charge of the central district of the canal, which stretched from Pedro Miguel Locks to the Gatun Dam, and dedicated himself to the job of getting the Culebra Cut, as it was then known, excavated.
The scale of the work was massive: six thousand men worked in the cut, drilling holes in which were placed a total of 27,000 t (60,000,000 lb) of dynamite to break up the rock, which was then taken away by as many as 160 trains in a day. Landslides were a frequent and major problem, due to the oxidation and weakening of the underlying iron strata in the rock. The scale of the job, and the frequent unpredictable slides, tended towards chaos; but Gaillard overcame the difficulties with quiet, clear-sighted leadership.
On May 20, 1913, Bucyrus steam shovels made a passage through the Culebra Cut at the level of the canal bottom. The French effort had reduced the summit to 59 metres (193.6 ft), but over a relatively narrow width; the Americans had lowered this to 12 metres (39.4 ft) above sea level, over a much greater width, and had excavated over 76,000,000 m3 (99,000,000 cu yd) of material. Some 23,000,000 m3 (30,000,000 cu yd) of this material was additional to the planned excavation, having been brought into the cut by the landslides.
Dry excavation ended on September 10, 1913; a slide in January had brought1,500,000 m3 (2,000,000 cu yd) of earth into the cut, but it was decided that this loose material would be removed by dredging once the cut was flooded.
The two dams at Miraflores are an earth dam, 825 metres (2,707 ft) long, connecting with Miraflores Locks from the west, and a concrete spillway dam 150 metres (492 ft) long to the east of the locks. The concrete east dam has eight regulating gates similar to those on the Gatun Spillway.
The dam at Pedro Miguel is of earth, and is 430 metres (1,411 ft) long, extending from a hill on the west to the lock. The face of the dam is protected by rock riprap at the water level.
By far the largest of the dams, and by far the most demanding, was the Gatun Dam, which created and impounds Lake Gatun. This huge earthen dam, which is 640 metres (2,100 ft) thick at the base and 2,300 metres (7,546 ft) long along the top, was the largest of its kind in the world when the canal opened.
The project of building the locks began with the first concrete laid at Gatun, on August 24, 1909.
The locks at Gatun are built into a cutting made in a hill bordering the lake, which required the excavation of 3,800,000 m3 (4,970,212 cu yd) of material, mostly rock. The locks themselves were made of 1,564,400 m3 (2,046,158 cu yd) of concrete; an extensive system of electric railways and overhead cableways were used to transport concrete into the lock construction sites.
The Pacific-side locks were finished first; the single flight at Pedro Miguel in 1911 and Miraflores in May 1913. The seagoing tug Gatun, an Atlantic entrance working tug used for hauling barges, had the honor on September 26, 1913, of making the first trial lockage of Gatun Locks. The lockage went perfectly, although all valves were controlled manually since the central control board was still not ready.
On October 10, 1913, the dike at Gamboa, which had kept the Culebra Cut isolated from Gatun Lake, was demolished; the initial detonation was set off telegraphically by President Woodrow Wilson in Washington. On January 7, 1914, the Alexandre La Valley, an old French crane boat, became the first ship to make a complete transit of the Panama Canal under its own steam, having worked its way across in the final stages of construction.
As construction tailed off, the canal team began to disperse. Thousands of workers were laid off; entire towns were either disassembled or demolished. Gorgas left to help fight pneumonia in the South African gold mines, and went on to become surgeon general of the Army. On April 1, 1914, the Isthmian Canal Commission ceased to exist and the zone came under a new Canal Zone Governor; the first holder of this office was Colonel Goethals.
A grand celebration was originally planned for the official opening of the canal, as befitting so great an effort which had aroused strong feelings for many years. However, the outbreak of World War I forced cancellation of the main festivities, and the grand opening became a modest local affair. The Panama Railway steamship SS Ancon, piloted by Captain John A. Constantine, the Canal's first pilot, made the first official transit of the canal on August 15, 1914. There were no international dignitaries in attendance; Goethals followed Ancon's progress from shore, by railroad.
When the canal opened, it was a technological marvel. It was an important strategic and economic asset to the U.S., and revolutionized world shipping patterns, as its opening removed the need for ships to travel the long and dangerous route via the Drake Passage and Cape Horn (at the southernmost tip of South America). The canal saves a total of about 7,800 miles (12,600 km) on a trip from New York to San Francisco by sea.
The anticipated military significance of the canal was proven in World War II, when the United States used it to help restore their devastated Pacific Fleet . Some of the largest ships the United States had to send through the canal were aircraft carriers, in particular the Essex class. These were so large that, although the locks could hold them, the lamp-posts alongside the canal had to be removed.
The Panama Canal cost the United States around $375,000,000, including the $10,000,000 paid to Panama and the $40,000,000 paid to the French company. It was the single most expensive construction project in United States history to that time; remarkably, however, it was actually some $23,000,000 below the 1907 estimate, in spite of landslides and an increase in the canal's width. An additional $12,000,000 was spent on fortifications.
More than 75,000 men and women worked on the project in total; at the height of construction, there were 40,000 workers working on it. According to hospital records, 5,609 workers died from disease and accidents during the American construction era.
A total of 182,610,550 m3 (238,845,582 cu yd) of material was excavated in the American effort, including the approach channels at both ends of the canal. Adding the work inherited from the French, the total excavation required by the canal was around 204,900,000 m3 (268,000,000 cu yd). This is over 25 times the volume excavated in the Channel Tunnel project.
Of the three presidents whose periods in office span the construction period, the name of President Roosevelt is often the one most associated with the canal, and Woodrow Wilson was the president who presided over its opening. However, it may have been William Howard Taft who gave the greatest personal impetus to the canal over the longest period. Taft visited Panama five times as Roosevelt's Secretary of War, and twice as President. He also hired John Stevens, and later recommended Goethals as his replacement. Taft became president in 1909, when canal construction was only at the halfway mark, and remained in office for most of the remainder of the work. However, Goethals later wrote that "the real builder of the Panama Canal was Theodore Roosevelt".
The following words of Theodore Roosevelt are displayed in the Rotunda of the Administration Building:
It is not the critic who counts, not the man who points out how the strong man stumbled, or where the doer of deeds could have done them better. The credit belongs to the man who is actually in the arena; whose face is marred by dust and sweat and blood; who strives valiantly, who errs and comes short again and again; who knows the great enthusiasms, the great devotions, and spends himself in a worthy cause; who, at the best, knows in the end the triumph of high achievement; and who, at the worst, if he fails, at least fails while daring greatly, so that his place shall never be with those cold and timid souls who know neither victory nor defeat.
David du Bose Gaillard died from a brain tumor in Baltimore, on December 5, 1913, aged 54, having been promoted to colonel only a month before, and so never saw the opening of the great man-made valley whose creation he directed. The Culebra Cut, as it was originally known, was renamed to the Gaillard Cut on April 27, 1915, in his honor. A plaque commemorating his work stood over the cut for many years; in 1998 it was moved to the Administration Building in Balboa, close to the Goethals Memorial.
As the situation in Europe deteriorated in the late-1930s, the USA began to be concerned once more about its ability to move warships between the oceans. The largest U.S. battleships were already so large as to have problems with the canal locks; and there were concerns about the locks being put out of action by enemy bombing.
These concerns led the U.S. Congress to pass a resolution authorising a study into improving the canal's defenses against attack, and into expanding the capacity of the canal to handle large vessels. This resolution was passed on May 1, 1936, and a Special Engineering Section was created by the on July 1, 1937, to carry out the study.
A report was made to Congress on February 24, 1939, recommending that work be carried out to protect the existing lock structures, and to construct a new set of locks capable of carrying larger vessels than the existing locks could accommodate. On August 11, 1939, Congress authorised work to begin.
The plan was to build three new locks, at Gatún, Pedro Miguel, and Miraflores, in parallel with the existing locks, and served by new approach channels. The new locks would add a single traffic lane to the canal, with each chamber being 1,200 ft (365.76 m) long, 140 ft (42.67 m) wide, and 45 ft (13.72 m) deep. The new locks would be 1⁄2 mi (805 m) to the east of the existing Gatún locks, and 1⁄4 mi (402 m) to the west of the existing Pedro Miguel and Miraflores locks.
The first excavations for the new approach channels at Miraflores began on July 1, 1940, following the passage by Congress of the Appropriation Act on June 24, 1940. The first dry excavation at Gatún began on February 19, 1941. A considerable amount of material was excavated before the project was finally abandoned; the new approach channels can still be seen in parallel to the original channels at Gatún and Miraflores.
In 2006 the ACP proposed a new plan to create a third lane of locks, using partly the abandoned approach canals from the 1940s. After a confirming referendum, the works have started in 2007.
Jimmy Carter's speech upon signing the Panama Canal treaty, 7 September 1977.
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After construction, the canal and the Canal Zone surrounding it were administered by the United States. On 7 September 1977, U.S. President Jimmy Carter signed the Torrijos-Carter Treaty, which set in motion the process of handing over the canal to Panamanian control. The treaty came into force on 1 October 1979 and provided for a twenty-year period during which Panama would have increasing responsibilities for Canal operations, culminating in complete U.S. withdrawal on 31 December 1999. Since then the canal has been run by the Panama Canal Authority or the Autoridad de Canal de Panama ( the ACP).
The treaty was highly controversial in the U.S., and its passage was difficult. The controversy was largely caused by contracts to manage two ports at either end of the canal, which were awarded by Panama to a Hong Kong-based conglomerate, Hutchison Whampoa. Republicans contend that the company has close ties to the Chinese government and the Chinese military. However, the U.S. State Department says it has found no evidence of connections between Hutchison Whampoa and Beijing. Some Americans were also wary of placing this strategic waterway under the protection of the Panamanian security force.
There was some concern in the U.S. and in the shipping industry for the Canal after the handover. But opponents of the Torrijos-Carter Treaties turned out to be wrong. On virtually all counts, Panama is doing extremely well:
Former U.S. Ambassador to Panama Linda Watt, who served in Panama from 2002 to 2005, said that the canal operation under Panamanian hands has been "outstanding." She added, "The international shipping community is quite pleased."