Healy v. Brewster

251 Cal. App. 2d 541, 59 Cal. Rptr. 752, 1967 Cal. App. LEXIS 2004
CourtCalifornia Court of Appeal
DecidedJune 2, 1967
DocketCiv. 29718
StatusPublished
Cited by16 cases

This text of 251 Cal. App. 2d 541 (Healy v. Brewster) 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
Healy v. Brewster, 251 Cal. App. 2d 541, 59 Cal. Rptr. 752, 1967 Cal. App. LEXIS 2004 (Cal. Ct. App. 1967).

Opinion

FRAMPTON, J.

pro tern. * —Appellants, joint venturers, will be hereinafter referred to as Healy. 1 Respondent Dora A. Brewster, executrix of the estate of Gerald E. Brewster, deceased, will be hereinafter referred to as Brewster. 2

The Facts

Healy, as general contractor, and Brewster as an earthwork subcontractor, entered into a subcontract whereby Brewster agreed to do embankment work upon an air strip at the Fox Airport in Lancaster, California, which Healy was constructing for the County of Los Angeles. That portion of Brewster’s work out of which this litigation arose involved the removing of soil from designated “borrow pits,” transporting it, and compacting it in place as the subsoil for the air strip. The contract required the excavation, transportation and compaction of approximately 182,000 cubic yards of material identified in the specifications as sand, three types of sandy loam, and a small amount of silty clay. The specifications further provided that where rocks, shale, clay, hardpan or other material unsatisfactory for subgrade was encountered, it should be excavated to a depth of at least 12 inches below the contemplated surface of the subgrade and the portion so excavated refilled with suitable selected material, *544 which material would be taken largely from the borrow pits.

As a part of the specifications, the county supplied prospective bidders with sheets which purported to report the county engineer’s extensive subsoil boring programs, composed of (1) plats entitled “Location of Borings,” showing the borrow pit area and the specific location of 69 borings; and (2) a chart entitled ‘ ‘ Log of Borings, ’ ’ which contained on the left, vertical bar profiles (or logs) of 50 borings of the original borrow pit with related legends (e.g., “sandy loam”) and on the right, á “soil analysis and classification” table of such borings. In the legend for the vertical profiles or logs of borings, the subsurface materials were identified largely as sand and sandy loam and no material in the borrow pits was identified as the “unsatisfactory” hardpan required by the specifications to be removed from the air strips or runways.

Such borings of sites for constructive projects is a common practice in modern engineering. Conventionally, it consists of using a tool or drill with a hollow cylindrical bit for cutting out a “core” from the subsurface, and a core barrel to receive the core. The composition of the core, so extracted, can then be analyzed and reported, and its structure plotted as a vertical profile or ‘ ‘ log. ’ ’

The only equipment used here by the county engineer in his extensive boring program was a rotary earth drill, which ground up the subsoil in the process of propelling the materials into the bucket. Although the materials as analyzed by the laboratory, which formed the basis for the tabular report attached to the specifications, were not in their natural state, the logs of the borings purported to show a vertical subsoil profile, and no notice was given to bidders of the uneonven.tional method used by the county engineer which pulverized the subsoil samples instead of removing them in the form of an undisturbed core.

Donald E. Brewster, the son of Gerald E. Brewster, deceased, made a one and one-half hour visual inspection of the airport site and correlated the site with the plans, including the boring sheet. He assumed that the borings reported had been obtained by the standard method with which he was familiar. He studied the boring log sheets for three to four hours and computed the quantity of sandy loam shown thereon as the basis for estimating his costs in preparing to bid. He talked to Healy’s representative at the job site before submitting the bid of Brewster. Donald testified, “I told him *545 that I was curious, they had these corings and that I—I hadn’t been down in the area, I was wondering whether that area was roughly the same all over as far as soil conditions or anything like that. He said, as far as he knew it was, and the County had cored it out there, which I had the coring sheets on it. ’ ’

Expert witnesses called on behalf of the respondent testified in substance that “hardpan” has all of the characteristics of rock; that the log borings affirmatively identified the character of the materials in the borrow pits as sand and sandy loam,- that the purpose of such borings and charting their contents as logs is to determine the quantities of suitable material for the subgrade and to advise bidders of the kind of materials they would be working with; that sandy loam materials when spread could be compacted with two or three passes of a pneumatic compactor, whereas the breaking up of hardpan required an entirely different treatment; that any experienced person studying the logs would reasonably understand that there was no “hardpan” to be encountered, but on the contrary that the material as cored by the county engineer had been found to be sandy loam.

Shortly after Brewster moved into the first borrow pit to start excavating he encountered large amounts of hardpan material instead of the expected soft sandy loam. Brewster had made no independent corings and relied upon the eorings made by the county.

There followed a series of conversations between Brewster and Healy or the latter’s duly authorized representatives. In these conversations Brewster called attention to the unexpected hardpan conditions and repeatedly was told by Healy’s foreman, engineer and attorney-in-fact to go ahead and rip up the hardpan, compact it and put it down; that Brewster would be compensated for the extra expense. In some of the conversations Brewster was told that Healy would take up the matter with the county and get a settlement but that Brewster was to continue billing on the basis specified in the subcontract in the meantime. With extra expense continuing to mount, at one stage of the proceedings Brewster refused to continue further until some settlement was made for the extra expense, at which point he received a telegram from Healy directing him to resume the work, being assured verbally by Healy’s representatives that he would get paid for what he did.

*546 The evidence disclosed that the existence of the hardpan material in the borrow pits required Brewster to utilize large pieces of earth-excavating equipment which would not have been necessary had the material in the borrow pits conformed to that indicated in the specifications. This equipment was necessary in order to rip up the hardpan, break up the large chunks by means of huge disks and the use of water-sprinkling equipment, and in addition required an entirely different type of heavy equipment to pulverize the hardpan lumps and to compact the material. The time required to excavate and compact the material was estimated at three to four times the time required to compact sandy loam. Neither Healy nor his ■representatives did anything about trying to solve the problem with the county until after Brewster had completed his work. At that time Healy made a claim upon the county which was rejected. Brewster was then told by Healy’s representative that nothing further was being done about the extra expense, that “. . .

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Bluebook (online)
251 Cal. App. 2d 541, 59 Cal. Rptr. 752, 1967 Cal. App. LEXIS 2004, Counsel Stack Legal Research, https://law.counselstack.com/opinion/healy-v-brewster-calctapp-1967.