Richards v. Begenstos

21 N.W.2d 23, 237 Iowa 398, 1945 Iowa Sup. LEXIS 397
CourtSupreme Court of Iowa
DecidedDecember 11, 1945
DocketNo. 46763.
StatusPublished
Cited by22 cases

This text of 21 N.W.2d 23 (Richards v. Begenstos) 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
Richards v. Begenstos, 21 N.W.2d 23, 237 Iowa 398, 1945 Iowa Sup. LEXIS 397 (iowa 1945).

Opinion

Buss, J.

The collision on which the action is based -was in the town of Ainsworth, at about 9 a. m. on January 18, 1944, on Iowa Highway No. 92. The plaintiff, a man seventy-sis years old, lived in the town of Cotter in Louisa county, but was then and had been since 1938 employed as a bookkeeper by a livestock firm in the city of Washington, in Washington county. Bach day while so employed he had driven to his work in his automobile from Cotter to Washington in the morning over Highway 92, and in the evening he returned home in the same manner over the same route. The distance was twelve miles and he passed through Ainsworth en route.

Begenstos lived at Waterloo and was employed by his codefendant as a tobacco salesman. In covering his territory he drove a panel truck owned by his employer.

The petition of plaintiff alleged that Begenstos was negligent in (1) failing to keep a proper lookout (2) failing to drive his automobile at a careful and reasonable rate of speed under the circumstances (3) failing to exercise ordinary care to avoid colliding with plaintiff’s car when he saw he was in a position where he would be injured unless such care was used (4) failing to yield the right of way to plaintiff (5) driving at a high and excessive rate of speed of more than twenty-five miles an hour, in violation of the speed laws of the state as applied to the zone and district in which the collision occurred. The answer of defendants denied these allegations.

The jury could have found the facts hereinafter stated established by the evidence. A district engineer of the State Highway Commission who had supervision over Highway 92 in that locality testified to the course of the highway, the loca *400 tion of material places, and to elevations and distances. He testified from personal knowledge, aided largely by an engineer’s blueprint plat and profile used in the construction of the highway, so that these matters are put beyond reasonable dispute. The highway extends through the town in a general east-and-west direction, veering slightly from northwest to southeast. The paved slab of the road is eighteen feet wide. In constructing the highway the engineer surveyed it in stations one hundred feet apart. These stations with their numbers were marked on the pavement as it was laid. They increase progressively in numerical value from west to east.

The defendants’ truck was proceeding from the west to the east. Plaintiff was driving from the east to the west. As you enter the town from the west the first street to intersect the highway from the north is Third Street, at approximately station 1372 — 90 feet or 1372.90. We will refer to the stations by decimal. Just east of Third Street, at station 1373.75 and facing the west, was a 25-miles-an-hour speed-limit sign. The elevation at Third Street is 674.3 feet above sea level. Continuing east for 460 feet to station 1377.50, which has an elevation of 670.6 feet, there is a downgrade with a drop of 3.7 feet. Proceeding east 300 feet to station 1380.50 the rise in the grade is 7.22 feet. Station 1380.50, with an elevation of 677.88 feet, is the highest point on the highway in the town of Ainsworth. The witness in his testimony' gave this elevation 'as 675.8, but it was apparently an inadvertence as the profile from which he was testifying gives the figure as 677.88. It was over the top of this hill that defendants’ truck passed eastward just prior to the collision. Proceeding east from station 1380.50, the top of the hill, for 600 feet to station 1386.50, which has an elevation of 661.51 feet, there is a sharp downgrade with a drop of 16.37 feet. Going from station 1386.50 for .115 feet to station 1387.65, which is the west end of a 60-foot bridge over Long Creek, the highway is almost level, since the elevation at station 1387.65 is 661.51 feet. Station 1387.65 marks the corporate limits of the town. In order to locate the Hazelett Oil Station, the Shamrock Inn, and other material points it is necessary to go back to the top of the hill, station 1380.50. About 150 feet east of this station First Street opens into the *401 highway but does not extend beyond. Its east line was at station 1382.54. About 25 feet east of the east line of the street, at station 1382.84, was the east 25-miles-an-hour speed-limit sign. It stood on the north shoulder of No. 92, about 10 feet from the paving, and faced east. The speed zone was about 900 feet long. As noted above, the highest point on the highway in the locality of the collision was 677.88 feet. The grade approaching that point from the east and west was not pronounced. This was true for about 100 feet on each side of it. The top of the hill was gently rounded for about 200 feet or slightly more. A layman might have difficulty in ascertaining just where the highest elevation of the hill was and a surveyor would need his instruments to locate it. We mention this as it bears upon testimony of the plaintiff and others as to locations and distances. Then as the road proceeds east it has what the engineer spoke of as a vertical curve, that is, the grade descends more sharply. This descent begins a little east of station 1381.50. The steepest part of the hill is going east between stations 1382.50 and 1384.50, where the grade is 3.82 per cent. The Hazelett Oil Station, at which the plaintiff intended to stop for service that morning, is on the south side of Highway 92. He had patronized it at other times. It was operated by Hugh Hazelett and his brother. The testimony is somewhat contradictory as to the location of the station with respect to First Street. The engineer and Hugh Hazelett testified that part of the property might be on what would have been First Street had it been extended across the highway. However, Hazelett also testified that it was about 20 feet west of First Street. The dimensions of the station are not shown. Neither is the width of First Street. If it is 60 feet wide its west line would be at approximately station 1382. The home of the father of the Hazelett boys immediately adjoined the oil station on the west and farther west and about 200 feet from the oil station is the Standard Oil Station.

East of the Hazelett Oil Station and on the south side of the highway is the Shamrock Inn or. Café. The west side.of it was about 50 or 60 feet east. of the oil station. The dimensions of the inn do not appear but it had a lean-to kitchen at *402 the east end of the ■ building. The inn and the Hazelett Oil Station were both about 30 feet south of the pavement. The pavement had the usual sloping curb to facilitate the .flow of water. This curbing and' the south shoulder of the pavement and all of the space between the paving and the inn and the oil station were covered with crushed rock. It extended from a point estimated as both 25 and 50 feet south of the inn to west of the oil station, and with the pavement made a hard-surfaced way approximately 48 feet wide for that entire distance.

We insert herein a photostat of plaintiff ’s Exhibit C, which is a photograph of Highway No. 92 looking east along it past the Hazelett Oil Station on the right, the entrance of First Street on the left, the Shamrock Inn on the right.

On east at the foot of the hill is the bridge over Long Creek, and beyond the highway curves up to the left eastward over a long hill which reaches an elevation at station 1406 of 722 feet, 60.5 feet higher than the elevation at the bridge.

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21 N.W.2d 23, 237 Iowa 398, 1945 Iowa Sup. LEXIS 397, Counsel Stack Legal Research, https://law.counselstack.com/opinion/richards-v-begenstos-iowa-1945.