Potter Shackelford v. Law Engineering Inc

CourtCourt of Appeals for the Fourth Circuit
DecidedDecember 23, 1996
Docket96-1073
StatusUnpublished

This text of Potter Shackelford v. Law Engineering Inc (Potter Shackelford v. Law Engineering Inc) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Potter Shackelford v. Law Engineering Inc, (4th Cir. 1996).

Opinion

UNPUBLISHED

UNITED STATES COURT OF APPEALS

FOR THE FOURTH CIRCUIT

POTTER-SHACKELFORD CONSTRUCTION COMPANY, INCORPORATED, Plaintiff-Appellee, No. 96-1073 v.

LAW ENGINEERING, INCORPORATED, Defendant-Appellant.

POTTER-SHACKELFORD CONSTRUCTION COMPANY, INCORPORATED, Plaintiff-Appellant, No. 96-1112 v.

LAW ENGINEERING, INCORPORATED, Defendant-Appellee.

Appeals from the United States District Court for the District of South Carolina, at Greenville. Henry M. Herlong, Jr., District Judge. (CA-95-116-6-20)

Argued: October 29, 1996

Decided: December 23, 1996

Before MURNAGHAN and MICHAEL, Circuit Judges, and DOUMAR, Senior United States District Judge for the Eastern District of Virginia, sitting by designation.

_________________________________________________________________

Remanded in part and affirmed in part by unpublished per curiam opinion. COUNSEL

ARGUED: Robert O'Neal Fleming, Jr., SMITH & FLEMING, Atlanta, Georgia, for Appellant. Thomas H. Coker, Jr., HAYNS- WORTH, MARION, MCKAY & GUERARD, L.L.P., Greenville, South Carolina, for Appellee. ON BRIEF: Boyd B. Nicholson, Jr., Cynthia Buck Brown, HAYNSWORTH, MARION, MCKAY & GUERARD, L.L.P., Greenville, South Carolina, for Appellee.

_________________________________________________________________

Unpublished opinions are not binding precedent in this circuit. See Local Rule 36(c).

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OPINION

PER CURIAM:

Potter-Shackelford Construction Co., Inc. ("Potter-Shackelford"), sued Law Engineering, Inc. ("Law") for breach of contract, negli- gence, professional negligence and negligent misrepresentation. The basis of Potter-Shackelford's claim was Law's alleged failure to pro- vide adequate recommendations regarding the suitability of a concrete floor slab on a building, with which Potter-Shackelford was involved. Punitive damages also were sought. At the close of evidence Law made a motion for judgment as a matter of law as to punitive dam- ages. The district court granted that motion. Thereafter, the jury returned a compensatory verdict in favor of Potter-Shackelford for $126,552.73. The district court denied Law's post-trial motion for judgment notwithstanding the verdict holding that the liability of limi- tation clause contained in the contract executed by the parties, which limited Law's liability to $50,000, did not apply to the claims raised by Potter-Shackelford against Law. Both Potter-Shackelford and Law have appealed.

2 I.

FACTS AND PROCEDURAL HISTORY

In 1988, Hart Corporation ("Hart"), a real estate development com- pany, awarded Potter-Shackelford, a commercial general contractor, a contract to build a "shell" building for speculative sale. The inside of the building, to include a floor slab, was left unfinished in order to allow a potential buyer flexibility in using the building. Hart hired Law, an engineering company providing soils and construction mate- rial testing and related engineering services, to provide geotechnical engineering services in connection with the project. Before Potter- Shackelford did any work on the site, Law examined the existing site in order to make recommendations to Hart regarding, among other things, the type of soil fill material to be placed in the building's sub- grade. Law made recommendations regarding the physical character- istics of the fill material, specifically including recommendations concerning the "liquid limits" of the soil fill and its maximum "plas- ticity index."1 Law recommended a maximum plasticity index of 15 for fill materials within the shell building.

In 1991, Hamilton Standard Company ("Hamilton"), a distributor based in Connecticut, purchased the shell building. Hamilton requested that Potter-Shackelford and other contractors submit bids to upfit the building to suit Hamilton's specific needs. These upfits included the construction of a concrete floor slab, offices, and other facilities. After receipt of the bids, Hamilton asked Potter-Shackelford to revise its proposal to provide assurances that the subgrade would properly support a concrete floor slab. Potter-Shackelford agreed to Hamilton's proposal, but conditioned its acceptance on Hamilton's agreeing to pay extra for the removal of unsuitable material found in the subgrade. Hamilton agreed to do so. _________________________________________________________________ 1 Soils with a high plasticity index have a high potential for swelling and also have inherent in them the opposite problem of shrinking when moisture is lost. The plasticity index tells engineers the potential the soil has for swelling when the soil becomes wet. Soil materials with high plasticity indexes are generally undesirable for construction and are nor- mally removed because the swelling of the soil causes the floor slab to be raised in areas above the swelling soil.

3 After reaching its agreement with Hamilton, Potter-Shackelford contacted Law to provide engineering services in connection with the construction of a concrete floor slab in the building. On January 2, 1992, Art Baiden of Potter-Shackelford spoke with Michael Parker, an engineer with Law. Baiden and Parker agreed to meet at the build- ing site on January 7, 1992. No work order was executed before the meeting.

At the site, Baiden, bearing in mind Hamilton's obligation to pay for unsuitable material found in the subgrade, asked Parker what needed to be done to make the existing subgrade suitable to support the proposed concrete floor slab. At that time, Parker recommended that the subgrade be reconditioned by evacuating the upper one to two feet of soil, adding moisture, and then replacing and compacting the soil. Parker also recommended that plateload testing be performed in three areas, to make sure that the reconditioned soil would have ade- quate strength to support the proposed concrete floor slab. Parker did not recommend any further testing of the soil, nor did he discuss with Baiden the existence of plastic soils within the subgrade.2 Based on Parker's recommendation, Baiden authorized Law to perform the plateload testing.

After the meeting, Parker returned to his office and prepared a writ- ten proposal, under which Law would conduct field density testing during preparation of test areas, to conduct plateload tests, and to report the results. The proposal clearly related to two parts of a single _________________________________________________________________ 2 In October 1991, Parker prepared a report for David Rogers, a Law customer, concerning the condition of the subgrade of the building. Law's October 1991 report indicated that soil borings taken by Law had a plasticity index of 53. The report also stated that the presence of plastic soils "compromises the ability of the subgrade to provide proper support. . . ." On December 20, 1991, Law prepared another report, in which Law recommended that the soils used in compacted fills have a plasticity index less than 15, and that the subgrade in its present condition did not appear feasible to support a floor slab. Parker did not prepare the second report, but was aware of the report. Parker had copies of both reports when he met with Baiden, but did not discuss the reports with Baiden. These reports, and Parker's failure to mention them to Baiden form the basis for Potter-Shackelford's punitive damages claim to be discussed in more detail hereafter.

4 obligation recommendation and the work authorization for accom- plishing it.

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