Atlantic Dredging Co. v. United States

53 Ct. Cl. 490, 1918 U.S. Ct. Cl. LEXIS 80, 1918 WL 1031
CourtUnited States Court of Claims
DecidedJune 3, 1918
DocketNo. 33240
StatusPublished
Cited by5 cases

This text of 53 Ct. Cl. 490 (Atlantic Dredging Co. v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Atlantic Dredging Co. v. United States, 53 Ct. Cl. 490, 1918 U.S. Ct. Cl. LEXIS 80, 1918 WL 1031 (cc 1918).

Opinions

Hat, Judge,

reviewing the facts found to be established, delivered the opinion of the court:

On December 18, 1912, the plaintiff entered into a contract with the defendants whereby it agreed to dredge to a depth of 35 feet below the plane of mean low water a certain section of the Delaware Eiver, designated as lower end of Mifflin Eange, Connecting Eange, and upper end of Tinicum Eange. The width of said dredging was to be 800 feet in the straight parts and 1,000 feet in the bends. The plaintiff was to receive for its work 0.1299 cents per cubic yard, scow. measurement.

The specifications, which were made a part of the contract, stated that the material to be removed is believed to be. mainly mud, or mud with an admixture of .fine sand except at certain stations which were fully described in the specifications. ' The specifications also stated that bidders were expected to examine the work and decide for themselves as to its character and to make their bids accordingly, “ as the United States does not guarantee the accuracy of this description.” Immediately following the above statement, and in the same paragraph of the specifications the following appears : “ A number of test borings have been made in all of the areas where dredging is to be done under these specifications, and the result thereof may be seen by intending bidders on the maps on file in this office. No guaranty is [498]*498given as to the correctness of these borings in representing the character of the bottom over the entire vicinity in which they were taken, although the general information given thereby is believed to be trustworthy.” The plaintiff before executing the contract visited the office and examined the maps referred to in the specifications.

These maps contained a record of ten borings covering the section of the Delaware River which by its contract after-wards made the plaintiff agreed to dredge. Eight of these borings, according to these maps, indicated that the only material encountered had been soft mud, or firm sandy mud, and the other two borings indicated that the material encountered was loose gravel. The maps did not indicate the time when the borings were made, nor was it stated whether the borings were core borings or wash borings, or whether the boring was done by a probe. There was nothing on the maps exhibited to bidders showing the field notes taken at the time the borings were made.

The numbers of borings covering that section of the Delaware River embraced in the contract of the plaintiff were 111 to 120, inclusive. On the map opposite numbers 111 to 120, inclusive, under the heading, “ Material,” were legends which had for their purpose the description of the material found at the places where the borings had been made. Opposite No. Ill the legend was as follows: Firm sandy mud; opposite No. 112, firm sandy mud; opposite 113 and 114, loose gravel; opposite 115 to 120, inclusive, soft mud. The map also showed that the material, as indicated above, was in each case more than 35 feet below the plane of mean low water.

The plaintiff did not examine the site of the work for itself before making its bid or before executing the contract, and had no information as to the character of the material to be dredged except that given by the defendants on the maps, to which its attention had been directed by the defendants. The borings shown on the map of the defendants were made by them in the year 1909, three years before the contract of the- plaintiff was executed.

The legends on said map did not contain a true description of the character of the material which had been, en[499]*499countered by the defendants when the borings were made over that section of the Delaware River which was embraced in the contract of the plaintiff. These borings disclosed material much more difficult to dredge than that described on the map shown to the plaintiff for its examination and information. At the time the borings were made by the defendants their officers who made the borings took and recorded field notes, which were set down in a book kept for the purpose. At borings 113 and 114 these field notes showed that there was impenetrable gravel, through which the probe used by those making the borings could not penetrate ; these notes were transferred to a tracing made by the defendants, but were not shown on the map which defendants exhibited to bidders for their information. The books containing the field notes as to the other borings in the section embraced in the contract of the plaintiff could not be found. It appears from the evidence in the case that the character of the material at these borings was not that shown on the map exhibited to bidders, but was of a more difficult character for dredging.

There are three kinds of borings in use to ascertain the character of material to be dredged, to wit, core borings, wash borings, and borings by forcing a rod into the bottom by hand to the necessary depth, the character of the material encountered being determined by the feel of the rod, and the location below mean low water is determined by measurements marked on the rod itself. The method of boring which determines accurately the character of material to be dredged is that known as core boring; the other two methods above mentioned do not determine accurately the character of the material to be dredged. The method used by the defendants in this case was the third method above described as to all of the borings embraced in the contract of the plaintiff, except borings 113 and 114, in which the defendants made wash borings. -

The character of the material in the area covered by the plaintiff’s contract, and which the plaintiff encountered in its work on said contract, was difficult to dredge and consisted mostly of compacted sand and gravel mixed with clay and cobbles. The plant which was brought on the work by [500]*500the plaintiff was inspected and approved by the defendants and was efficient for dredging the character of material which was mentioned in the specifications and described on the map to which bidders' were referred by defendants for information.

Before the plaintiff knew that at the time of the execution of the contract the defendants had knowledge that the character of the material to be dredged was different from that shown on the map exhibited to plaintiff for its information, the plaintiff on May 4, 1915, entered into a supplemental contract with the defendants by which it was agreed that all material excavated and removed under the contract, other than mud or mud with an admixture of fine sand, might be deposited in Delaware River at locations to be indicated by the contracting officer, and further agreed in consideration of the change in manner of disposal of said material that the unit prices per cubic yard should be reduced in the sum of 2 cents.

On December 15,1915, the plaintiff refused to go on with the work, although he did not then know that the map which was exhibited to bidders did not disclose a true record of the character of material which had been encountered when the borings were made. Nor did it discover this fact until after the bringing of this suit. The total amount of material actually dredged and removed by the plaintiff under the contract was 1,437,469 cubic yards, and the amount of material remaining to be dredged after the plaintiff ceased work was 400,000 cubic yards.

The plaintiff expended in the prosecution of the work the sum of $354,009.19; it received from the defendants the sum of $142,959.10, making its loss on said contract the sum of $211,050.09.

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53 Ct. Cl. 490, 1918 U.S. Ct. Cl. LEXIS 80, 1918 WL 1031, Counsel Stack Legal Research, https://law.counselstack.com/opinion/atlantic-dredging-co-v-united-states-cc-1918.