Moran v. Connecticut Court Opinion
Public Court Documents
August 5, 1977
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Brief Collection, LDF Court Filings. Moran v. Connecticut Court Opinion, 1977. cdc9b6b4-be9a-ee11-be36-6045bdeb8873. LDF Archives, Thurgood Marshall Institute. https://ldfrecollection.org/archives/archives-search/archives-item/843a86d6-085a-4631-9126-fae13a34a705/moran-v-connecticut-court-opinion. Accessed November 07, 2025.
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L I B R A H Y
AUG 5 1977
UNITED STATES COURT OF APPEALS
F oe th e S econd C ibcuit
No. 872—September Term, 1976.
(Argued April 29, 1977 Decided August 3, 1977.)
Docket No. 76-7608
In the Matter of The Complaint of Tug H elen B. M oean,
I n c ., as owner, and M oean T owing & T ranspobtation
Co., I n c ., as chartered owner of the Tug D iana L. M oean
for exoneration from or limitation of liability,
Plaintiffs,
M oean T owing & T ransportation Co., Inc.,
Plaintiff-Appellant,
S tate of Connecticut,
Claimant-Appellee.
B e f o r e :
M ansfield, Circuit Judge,
and S m it h * and P alm ieri,** District Judges.
Chief Judge of the United States District Court for the District o f
Montana, sitting by designation.
Of the United States District Court for the Southern District o f New
York, sitting by designation.
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Appeaffrom a judgment denying apportionment of dam
ages resulting from an allision between a vessel and a
drawbridge.
Reversed and remanded.
R obert B. P o h l , Esq., New York, N.Y., for
Plaintiff-Appellant.
D onald M. W aesche, J r ., Esq., New York, N.Y.,
for Claimant-Appellee.
S m it h , District Judge:
The Tomlinson Bridge, which spans Quinnipiac River
near its confluence with Mill River, was completed by the
State of Connecticut in 1925 under a permit granted in
1922 by the Army Corps of Engineers, pursuant to the
authority given by the Rivers and Harbors Act of 1889,
30 Stat. 1151, 33 TJ.S.C. § 401. The bridge is of the bascule-
type construction, with leaves that elevate to allow the
ships to pass.
The approved plans for the bridge specified that the
width of the water between the bridge abutments should
be 126 feet and required that no part of the leaves, when
elevated, would extend over the water. To achieve this
requirement, the leaves must be raised to an angle of 82
degrees above horizontal. The bridge, as constructed, can
not be elevated to an angle of more than 65 degrees above
the horizontal, and the leaves, when elevated, do extend
over the water.
The Tug MORAN, with the Barge BECRAFT in tow,
while passing through the Tomlinson Bridge, was so ma
neuvered that the port side of the BECRAFT rubbed the
granite abutment of the bridge, damaging both the barge
5094
and the bridge.1 The BECRAFT was deflected to the star
board, and shortly thereafter a chock on the port side of
the BEORAFT snagged a girder of the raised bascule leaf
of the bridge, resulting in substantial damage to the leaf.
The State of Connecticut did not have any authorization
from the Chief of Engineers and the Secretary of the Army
to deviate from the approved plans.2 The deviation was a
breach of a statutorily-imposed duty, and it constituted
negligence.
The district court found that the MORAN was negli
gently maneuvered, that such negligence was the cause of
the damage, and, relying on In re Great Lakes Towing Co.,
348 F.Supp. 549 (N.D. 111. 1972), concluded that the negli
gence of the State of Connecticut was not a legal cause of
the damage.
In The Pennsylvania, 86 U.S. 125 (1873), a case involv
ing a collision between moving vessels, the Supreme Court
held that once a ship is shown to have violated a statutory
rule, she then has the burden of proving that her fault
could not have been one of the causes of the accident. The
State of Connecticut could not sustain that burden here.
The chock which struck the girder on the birdge did not
protrude over the side of the barge. The barge was in the
channel, and had the leaves of the bridge not extended over
the channel, there could have been no contact between the
chock and the girder. The violation of the statute was, as
1 The issues relative to the damages resulting from the allision with the
bridge abutment are not before us on this appeal.
2 The Bivers and Harbors Act o f 1899, 30 Stat. 1151, 33 TJ.S.C. §401,
provides in part:
. . . That when plans for any bridge or other structure have been
approved by the Chief o f Engineers and by the Secretary o f the
Army, it shall not be lawful to deviate from such plans either before
or after completion o f the structure unless the modification of said
plans has previously been submitted to and received the approval
o f the Chief o f Engineers and o f the Secretary of the Army.
5095
a matter of fact, a cause of the accident. The district
court in Im re Great Lakes Towing Co., supra, distin
guished between the minor, or passive, negligence of the
bridge owner and the active negligence of the ship and
applied a sometimes-stated tort doctrine which exonerates
one whose passive negligence does no more than create a
static condition which makes the damage possible,3 and
held that the doctrine of The Pennsylvania, supra, did not
apply to bridges.4
3 Many courts have sought to distinguish between the active "cause”
o f the harm and the existing "conditions” upon which that cause
operated. I f the defendant has created only a passive, static con
dition which made the damage possible, he is said not to be liable.
But so far as the fact o f causation is concerned, in the sense of
necessary antecedents which have played an important part in pro
ducing the result, it is quite impossible to distinguish between active
forces and passive situations, particularly since, as is invariably
the case, the latter are the result o f other active forces which have
gone before. I f the defendant spills gasoline about the premises,
he creates a "condition;” but his act may be culpable because of
the danger of fire. When a spark ignites the gasoline, the condition
has done quite as much to bring about the fire as the spark; and
since that is the very risk which the defendant has created, he will
not escape responsibility. Even the lapse o f a considerable time
during which the "condition” remains statie will not necessarily
affect liability; one who digs a trench in the highway may still be
liable to another who falls into it a month afterward. "Cause” and
"condition” still find occasional mention in the decisions; but the
distinction is now almost entirely discredited. So far as it has any
validity at all, it must refer to the type of case where the forces
set in operation by the defendant have come to rest in a position
of apparent safety, and some new force intervenes. But even in
such eases, it is not the distinction between "cause” and "condition”
which is important, but the nature o f the risk and the character
o f the intervening cause. (Footnotes omitted.)
— W. Prosser, The Law o f Torts
247-48 (4th ed. 1971)
4 The district court’s conclusion that the doctrine of The Pennsylvania
86 U.S. 125 (1873), did not apply to bridges was repudiated on appeal
by the Seventh Circuit, although the judgment was affirmed because, at
the time o f the allision, the ship was outside the navigational channel
and in an aiea not protected by the permit. Chicago (f- Western Indiana
B.S. v. Motorship Buko Mam, 505 F.2d 579 (7th Cir. 1974).
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We hold that, where the violation of a statutory duty
is a cause of an accident, that liability may not be avoided
on causal grounds by drawing distinctions between active
and passive negligence. It is axiomatic that the wider the
water channel under a drawbridge the less is the likelihood
that passing ships will touch the bridge. To excuse the
negligence which narrows a navigable channel would, in
our opinion, simply frustrate the congressional purpose to
safeguard navigation. This view accords with the rationale
underlying the decision in The Pennsylvania, supra. The
result which we reach is in accord with the decisions in
In re Wasson, 495 F.2d 571 (7th Cir. 1974); The Fort
Fetterman v. South Carolina Highway Department, 261
F.2d 563 (4th Cir. 1958); Petition of McMullen & Pits
Construction Co., 230 F.Supp. 726 (E.D. Wis. 1964); United
States v. Norfolk-Berkley Bridge Corp., 29 F.2d 115, 125
(E.D. Va. 1928).
The failure of the State of Connecticut to comply with
the terms of the permit was a contributory cause of the
allision between the bridge leaf and the chock, and the
damages should be apportioned between the MORAN and
the State of Connecticut.
The judgment is reversed, and the cause is remanded
for further proceedings not inconsistent herewith.
5097
480-8-4-77 USGA— 4221
MEILEN PRESS INC., 445 GREENWICH ST., NEW YORK, N. Y. 10013, (212) 966-4177
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