County of Humboldt v. Shelly

220 Cal. App. 2d 194, 33 Cal. Rptr. 758, 1963 Cal. App. LEXIS 2245
CourtCalifornia Court of Appeal
DecidedSeptember 16, 1963
DocketCiv. 20810
StatusPublished
Cited by8 cases

This text of 220 Cal. App. 2d 194 (County of Humboldt v. Shelly) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
County of Humboldt v. Shelly, 220 Cal. App. 2d 194, 33 Cal. Rptr. 758, 1963 Cal. App. LEXIS 2245 (Cal. Ct. App. 1963).

Opinion

SULLIVAN, J.

Plaintiff County of Humboldt (hereafter referred to as County) appeals from an adverse judgment entered on a jury verdict in an action for damages for the destruction of a bridge.

The complaint is in two counts. The first count sets forth a cause of action against the driver and owners of a certain Peterbilt logging truck, alleging in substance that one Brown, the driver thereof, so negligently operated said truck on May 11, 1957, “at or about 11:00 a.m.” as to cause it to collide with and demolish plaintiff’s bridge to plaintiff’s damage in the sum of $100,000. The second count against respondent as administratrix of one Shelly, the owner and driver of a certain CMC logging truck and trailer, alleges that Shelly so negligently operated his truck and trailer on May 11, 1957 “at or about 11:75 a.m.” as to cause such vehicles to collide with and demolish the bridge to plaintiff’s damage in the same amount. The defendant administratrix admitted that the decedent Shelly was the owner and driver of the above truck and trailer at the time and place alleged, but otherwise denied the material allegations of the second count and, pursuant to permission granted by the court in its pretrial conference order, asserted the affirmative defense of contributory negligence. The ease proceeded to *196 trial only against the defendant administratrix. 1

The facts in the main are not in dispute. The County owned a bridge known as the Roberts Bridge which crossed the Mattole River 2 miles south of the town of Petrolia and was part of the public highway system of the county. It had been built prior to 1905 and according to the witness Shaller, Director of Public Works for the County, “probably about 1900.” It was approximately 200 feet long and 15 feet wide over the traveled portion, thus providing for only one-way traffic. It was constructed of steel, except for the deck structure which was wood. Mr. Shaller described the Roberts Bridge as ‘1 [a] through truss bridge with overhead wind bracing, ...”

The bridge had been inspected by the same state engineer on May 18, 1950, and again on May 12, 1955. Both inspections were made at the request of the County and upon completion, written reports of the inspection, prepared by the state engineer, were transmitted to the County and copies thereof filed with the county clerk. 2 These inspections were requested in order to determine the maximum safe load capacity of the structure and thus enable the County to post legal load limits on the bridge. The 1950 report gave a detailed description of the condition of the bridge, made recommendations for certain repair and reconstruction work, 3 and also made recommendations for posting the bridge for load and speed limits, specifying, inter alia, a load limit of 28 tons for truck and full trailer. However, outside of reconstructing part of the deck of the bridge and the doing of some repainting, no other work was done on the bridge between the time of the 1950 bridge report and the time of the 1955 report.

The 1955 supplementary bridge report noted that apart from the cleaning and repainting of the structural steel *197 members and the replacement of the deck, no other work of any kind had been done to strengthen the bridge since the 1950 inspection. The supplementary report noted that the recommended repair and reconstruction of the stringers (see footnote 3, ante) had not been done and that at the time of the 1955 inspection “about one-third of the stringers in the three westerly spans are very seriously decayed and in need of immediate replacement. ’ ’ It stated that to effect adequate strengthening “would require strengthening the stringers in the approach spans and placing supplementary stringers between the original ones on the truss span.” This work was never done. The 1955 report also noted certain damage to a vertical structural steel member and to the flanges of the end posts at the Petrolia end of the bridge as a result of having been hit by traffic. Recommendation was made for the straightening of such damaged members with the observation that 11 [t] he structural steel members are in good condition otherwise.” The report also called attention to the fact that during the time of investigation several loads of logs of much greater weight than the legally permissible maximum for highways were seen crossing the bridge; that the bridge could not safely support such traffic; and that repeated overloads could seriously weaken the structure so that it could fail under even lighter loads than those for which it was posted.

The report concluded that the bridge was “too light a design to support the 1955 traffic at the location safely.” It recommended legal load limit posting at 24 tons (instead of 28 tons) for a truck and full trailer, adding the note that “ [ajssuming normal necessary maintenance to the bridge and barring serious physical damage, the capacity rating set forth in this report may be considered to be effective for a period of not exceeding one year. ”

The contents of both of the foregoing bridge reports were fully known to the responsible officials of the County. Such officials were aware of the fact that the Roberts Bridge was not suitable for normal highway logging loads and that, notwithstanding this condition, it was common practice for loggers to take loads over it which were in excess of posted limits. The County received complaints about the bridge and planned to replace it because it was one of the most abused and outdated of the County’s bridges.

Nevertheless the County never requested another inspection of the bridge prior to its collapse in 1957 in the course of the *198 events now engaging our attention. The bridge was damaged by the flood of December 1955. This damage was repaired in 1956. At the trial, the witness Shaller maintained that whatever other existing damage there was to the bridge was repaired at the same time, although he had not so testified in his deposition. After 1955, no change was ever made in the posted load limits.

On the morning of May 11, 1957, Samuel M. Brown, an employee of O. M. Gann 4 drove a truck with a load of logs across the bridge in a northerly direction. There were three logs on the truck piled in the form of a pyramid: two 32-foot logs at the base and a 40-foot log or “peaker” at the top. Thus the “peaker” extended in the rear some 5 to 8 feet beyond the bottom logs. The truck and its load weighed approximately 43 tons, of which the load itself weighed 30 tons. As Brown made a left turn off the northerly end of the bridge, the end of the top log struck the bridge. He stopped his truck, got out and went back to see what damage had been done. Brown then noticed that one of the lips of a girder on the east side had been bent at a point approximately 8 to 10 feet above the road surface which corresponded generally to the height of the “peaker.” The girder itself was neither bent nor bowed. According to Brown, he barely felt the jolt and it was not even necessary for him to tighten the log binders.

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Bluebook (online)
220 Cal. App. 2d 194, 33 Cal. Rptr. 758, 1963 Cal. App. LEXIS 2245, Counsel Stack Legal Research, https://law.counselstack.com/opinion/county-of-humboldt-v-shelly-calctapp-1963.