A AND S, INC. v. Iowa State Highway Commission

116 N.W.2d 496, 253 Iowa 1377, 1962 Iowa Sup. LEXIS 643
CourtSupreme Court of Iowa
DecidedJuly 24, 1962
Docket50225
StatusPublished
Cited by10 cases

This text of 116 N.W.2d 496 (A AND S, INC. v. Iowa State Highway Commission) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
A AND S, INC. v. Iowa State Highway Commission, 116 N.W.2d 496, 253 Iowa 1377, 1962 Iowa Sup. LEXIS 643 (iowa 1962).

Opinion

Snell, J.

This is an action for injunctive relief to enjoin Iowa State Highway Commission and its construction contractor from installing a median strip without access breaks in the pavement in front of plaintiffs’ property. -For convenience defendants will be referred to as the commission.

Plaintiff, A and S, Inc., is the owner of a tract of real *1379 property abutting the north side of U. S. Highway No. 30 in the western part of Cedar Rapids and about one mile west of its junction with Iowa Highway No. 149. Lincoln Sales & Service, Inc., one of the plaintiffs, and Cedar Rapids Steel Transportation, Inc., intervenor joining with plaintiffs, are lessees of parts of the property. The property has a frontage on the north side of the highway of 435.7 feet. Two driveways service the property by opening either directly or indirectly onto Highway 30.

Highway 30 is a controlled-access primary highway. Since November 12, 1959, the area has been a part of the City of Cedar Rapids.

Plaintiff, A and S, Inc., is a landholding company dependent on leasing to operative lessees. Lincoln Sales & Service, Inc., operates a truck stop and truck terminal with a trailer sales outlet and a farm and industrial equipment dealership. It has servicing contracts with several commercial carriers. Cedar Rapids Steel Transportation, Inc., is an interstate common carrier servicing between Chicago to a 100 airline mile radius of Cedar Rapids.

The evidence indicates that the real-estate investment in this property is $85,000 and the equipment and fixtures investment is an additional $127,000. The gross annual business of the three corporations is about $1,800,000. They employ about 78 employees.

U. S. Highway No. 30 from the junction with Iowa Highway No. 149 west past plaintiffs’ property has for many years been a two-lane highway. For a number of years plans for the widening and improvement of Highway 30 have been under consideration. Traffic volume studies have been made repeatedly and the anticipated increase in traffic has been calculated.

The highway improvement project was first recommended by the district engineer in the fall of 1957 and, after acceptance by the commission, became a part of its 1958 construction program. Thereafter the plans were revised and “upgraded” several times. Some but not all of the changes were known to plaintiffs. The original plans did not provide for a median strip separating the east from the westbound traffic.

For a nominal consideration the commission obtained agreements controlling and limiting the access to the highway. The *1380 agreements provided for two points of access for plaintiffs, one near the west line of their property and the other some 300 feet east and directly in front of an access of plaintiffs presently used in connection with their business. There is considerable dispute in the evidence about discussions, if any, of median strips and the understanding of the parties as to what constitutes “access.” Plaintiffs contend that they understood access to mean direct access to all lanes of traffic. Defendant commission contends that access means access to a lane of traffic.

Plaintiffs contend that they were promised by an employee of the commission that if a median strip was installed plaintiffs would be given breaks at each of their entrances and that their agreement consenting to controlled access was based on such assurances.

From time to time the plans for the proposed improvements were submitted to the United States Bureau of Public Roads. The bureau of public roads ultimately recommended a raised median.

As finally designed the project herein involved consisted of a four-lane paved highway 52 feet in total width, including a cement median strip six inches high and four feet wide to separate eastbound traffic from westbound traffic.

The east boundary line of plaintiffs’ property is about 3700 feet west of the intersection of Highways 30 and 149. For the purpose of general description but not with engineering accuracy, the project begins about 540 feet west of the intersection of Highway No. 30 and Highway No. 149 and a little less than a mile east of plaintiffs’ property. At that point there is a median break designated as number 2. Six hundred forty-two feet farther west is a median break numbered 3. Seven hundred seventy-six feet farther west at a road intersection is break number 4. Fifteen hundred six feet farther west is break number 5. Break number 6 is 1143 feet west of number 5 at a county road intersection. Plaintiffs’ property is on the north side of the highway between breaks numbers 5 and 6. One entrance to plaintiffs’ property is 341 feet west of break number 5 and the other entrance is 289 feet farther west. The project plans do not provide for any median breaks at any point in front of plaintiffs’ property.

*1381 Plaintiffs’ property being on the north side of the road, vehicles from the east traveling west could turn into plaintiffs’ property at either entrance without difficulty. Vehicles approaching from the west, in order to enter plaintiffs’ property, would be required to go beyond to either break number 5 or break number 4 and make a U turn to the left and thus join the flow of traffic going west on the north side of the road to plaintiffs’ property. Semitraetor-trailer units with the maximum legal length could make left-hand turns at the median breaks but would have difficulty in making U turns without maneuvers that would greatly interfere with traffic.

To obviate the necessity for U turns in the direct line of traffic, defendant commission proposed the construction of what are called in the record “jughandles”, “loops” or “ramps” at median breaks 4 and 6. These jughandles serve as the alternative to frontage roads and provide room for a sweeping curve in order to reverse the direction in which a vehicle travels. They are designed to enable both eastbound and westbound traffic to reverse direction at planned median strip openings by using the jughandles. The name “jughandles” was given to the structures because their appearance from above somewhat resembles the handle of a jug or pitcher. If the jughandles are constructed as proposed and no median breaks are provided in front of plaintiffs’ property, trucks traveling east would travel 1847 feet beyond the entrance to plaintiffs’ property, make a left-hand turn at median break 4, go around the jughandle curve and return to plaintiffs’ property from the east.

Vehicles on plaintiffs’ premises, in order to proceed east, would travel approximately 513 feet west to the jughandle located at median break number 6 and then, after a sweeping turn, reenter the highway at break number 6, make a left turn, and then proceed eastward on the south side of the highway.

Beginning in 1956 studies and factual surveys of the area, including traffic counts, were made, and by using statistical data compiled and analyzed since 1936, defendant commission and its various departments attempt to forecast into the future what the volume of traffic will be on a given stretch of highway. That part of Highway No. 30 immediately west of the junction with Highway No. 149 carries more traffic for the first 37/100 *1382

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Bluebook (online)
116 N.W.2d 496, 253 Iowa 1377, 1962 Iowa Sup. LEXIS 643, Counsel Stack Legal Research, https://law.counselstack.com/opinion/a-and-s-inc-v-iowa-state-highway-commission-iowa-1962.