Idaho Asphalt Supply v. STATE, DEPT. OF TRANSP

1999 MT 291, 991 P.2d 434, 297 Mont. 66, 56 State Rptr. 1168, 1999 Mont. LEXIS 297
CourtMontana Supreme Court
DecidedNovember 30, 1999
Docket98-451
StatusPublished
Cited by10 cases

This text of 1999 MT 291 (Idaho Asphalt Supply v. STATE, DEPT. OF TRANSP) is published on Counsel Stack Legal Research, covering Montana Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Idaho Asphalt Supply v. STATE, DEPT. OF TRANSP, 1999 MT 291, 991 P.2d 434, 297 Mont. 66, 56 State Rptr. 1168, 1999 Mont. LEXIS 297 (Mo. 1999).

Opinion

JUSTICE HUNT

delivered the Opinion of the Court.

¶1 The Montana Department of Transportation (Appellant) appeals from the judgment of the District Court of the First Judicial District, Lewis and Clark County, ruling in favor of Idaho Asphalt Supply (Respondent) and ordering Appellant to pay $152,286.15, plus costs, prejudgment interest, and attorney’s fees. Respondent cross-appeals from the District Court’s adverse rulings on its summary judgment *68 motion and claims alleging breach of contract, fraud, and negligent misrepresentation. We affirm in part, and reverse in part.

¶2 Appellant presents the following issues on appeal:

I. Whether the District Court erred in concluding that Appellant had waived its contract specification?
II. Whether the District Court erred by sua sponte finding a “waiver” of the contract specifications?
III. Whether the court erred in retroactively applying §18-1-404, MCA?

¶3 We restate Respondent’s issues on cross-appeal:

I. Did the District Court err by denying Respondent’s motion for summary judgment?
II. Did the District Court err in denying Respondent’s claims for breach of contract, fraud, and negligent misrepresentation?

¶4 This suit arises out of a contract between Respondent and Appellant in conjunction with a highway construction project on a portion of 1-90 near Clinton, Montana. In early November of 1993, Plaintiff Riverside Contracting, Inc. (RCI) submitted a bid for a contract with Appellant to construct the Clinton - East and West project (the Project). Later that month RCI and Appellant entered into a contract for the Project. That contract incorporated by reference Appellant’s Standard Specifications, Supplemental Specifications, and Special Provisions, all of which were attached to the contract as part of the bid packet.

¶5 RCI subcontracted with Plaintiff Montana Refining Company (MRC) to supply polymer modified asphalt cement (PMAC) to the project. In early 1994, MRC apparently discovered it would be unable to supply the PMAC and in March 1994, contracted with Respondent to provide the material. The Purchase Agreement between MRC and Respondent contained the following provision: “[ajsphalt to be supplied on the above project shall conform to STATE OF MONTANA SPECIFICATIONS.” The contract between Appellant and RCI required the PMAC to satisfy the ring-and-ball softening point test. This was set out in the “Special Provisions” portion of the contract. ¶6 The ring-and-ball softening point test involves heating two small samples of the PMAC in a container of water or ethylene glycol. A metal ball is placed on top of each sample. The apparatus is heated and at some temperature, while the medium is being heated, the sample will soften and the ball will drop. The temperature at which each ball touches a bar near the bottom is called the “softening point.” A *69 high softening point is preferable to a low one. In addition, if the two balls drop at temperatures more than 2 degrees apart, the test is invalidated and must be repeated.

¶7 The test requires that the pouring temperature of the PMAC may not be more than 200 degrees Fahrenheit above the “expected softening point” of the asphalt. At trial, the parties and their witnesses disagreed over the meaning of “the expected softening point.” The Special Provisions portion of the contract required that the minimum softening point must be no less than 130 degrees Fahrenheit, with a two percent tolerance.

¶8 The contract contained separate specifications for the “mix design” test of the PMAC. Prior to beginning the paving of any roadway construction project, Appellant conducts a process called mix design whereby Appellant’s laboratory combines the materials to be used for the project in a mixer to determine whether they will result in a suitable road mix. The first step in this process is to send two quarts of the asphalt to be used in the project to Appellant’s laboratory to determine whether it passes specifications prior to mixing. The procedures, temperatures, and tests pertaining to the mix designs and are not related to those for ring-and-ball softening point tests applied to the PMAC samples.

¶9 Respondent received from MRC an early draft Special Provision for PMAC which did not include a specification for the ring-and-ball softening point test. Respondent designed its PMAC to meet the specifications it was sent, but since it did not receive the ring- and-ball softening point specifications, it did not design its PMAC to meet that test. At the first mix design in March 1994, Respondent’s PMAC did not pass mix design testing. The sample also did not pass the ring-and-ball softening point test.

¶ 10 Respondent reformulated and resubmitted the PMAC for testing at a second mix design on April 4,1994. During this test for mix design, Appellant accepted a sample heated to a pouring temperature of 340 degrees. The reformulated sample passed testing for mix design. This sample, heated to a pouring temperature of340 degrees for mix design purposes, also passed the ring-and-ball softening point test.

¶11 After Respondent’s PMAC sample passed mix design testing, Respondent began shipping PMAC to the Project in late April 1994. The paving portion of the Project began in late April and was finished by the end of May 1994. The contract required that asphalt samples *70 be taken at the Project site, each sample representing a “lot” of the asphalt. During the Project, samples of Respondent’s PMAC were taken from the field and sent to Appellant’s asphalt properties laboratory to determine whether they were in compliance with the Project’s specifications, including the ring-and-ball softening point test.

¶12 Samples of Respondent’s PMAC from the Project began to fail the ring-and-ball softening point test almost immediately upon testingby Appellant’s lab. According to Appellant, 19 of 25 lots of Respondent’s PMAC did not pass the ring-and-ball test. The contract provided for reductions from Appellant’s payments to Respondent in the case of failures in the quality of the PMAC to make up for its shorter life expectancy and inferior quality. Appellant penalized Respondent in the amount of $152,286.15 for lots 11-22.

¶13 The price reductions for the inferior PMAC were based on a contractual formula which depended, in part, on the magnitude of the failure. A softening point four degrees below the contract specifications would result in a smaller reduction than would a softening point 10 degrees below the specifications. Appellant voluntarily waived penalizing Respondent for lots 3-8 because it had failed to heat the samples in compliance with the requirements of the ring-and-ball test by heating the samples overnight instead of within two hours as required by the test.

¶ 14 The District Court found that it appeared that almost any sample could be heated to a high enough temperature to pass the ring-and-ball test. Therefore, heating the sample to a temperature higher than the PMAC’s pouring temperature just so that the resulting ball drop temperature of the sample was at least 130 degrees would defeat the purpose of the test.

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Bluebook (online)
1999 MT 291, 991 P.2d 434, 297 Mont. 66, 56 State Rptr. 1168, 1999 Mont. LEXIS 297, Counsel Stack Legal Research, https://law.counselstack.com/opinion/idaho-asphalt-supply-v-state-dept-of-transp-mont-1999.