Muhlenberg School District v. Gordon H. Baver, Inc.

CourtCommonwealth Court of Pennsylvania
DecidedDecember 4, 2019
Docket55 C.D. 2019
StatusUnpublished

This text of Muhlenberg School District v. Gordon H. Baver, Inc. (Muhlenberg School District v. Gordon H. Baver, Inc.) is published on Counsel Stack Legal Research, covering Commonwealth Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Muhlenberg School District v. Gordon H. Baver, Inc., (Pa. Ct. App. 2019).

Opinion

IN THE COMMONWEALTH COURT OF PENNSYLVANIA

Muhlenberg School District, : : Appellant : : v. : No. 55 C.D. 2019 : Submitted: November 14, 2019 Gordon H. Baver, Inc. :

BEFORE: HONORABLE RENÉE COHN JUBELIRER, Judge HONORABLE MICHAEL H. WOJCIK, Judge HONORABLE CHRISTINE FIZZANO CANNON, Judge

OPINION NOT REPORTED

MEMORANDUM OPINION BY JUDGE WOJCIK FILED: December 4, 2019

Muhlenberg School District (School District) appeals the orders of the Berks County Court of Common Pleas (trial court) granting Gordon H. Baver, Inc.’s (Contractor) motions in limine precluding the School District from: (1) presenting a claim or seeking damages for cracks and displacement in the floor slab of classrooms in the E-Block addition to Muhlenberg Middle School (Middle School); (2) presenting the testimony of employees of Earth Engineering, Inc. (Expert Engineer) regarding the purported improper compaction of fill material underneath the floor slabs in the E-Block and C-Block additions to the Middle School; and (3) presenting testimony of John R. Hill (Expert Architect) regarding the cause of the floor slab settlement and cracking in the additions to the Middle School. We quash the appeal. The facts as alleged in a complaint that the School District filed on June 15, 2017, are as follows. See Reproduced Record (R.R.) at 1a-57a. On February 4, 2009, the School District and Contractor entered into a contract for the construction of the C-Block and E-Block additions to the Middle School. Contractor was the prime contractor for the project which included site work involving excavation and backfilling for the buildings. Contractor was also responsible for the installation of subgrade fill material and reinforced floor slabs for the buildings. The contract between the School District and the project’s architect, as well as the architect’s project manual, required the School District to hire a geotechnical engineer to perform tests and inspections of the site work, including the excavation and backfilling for the buildings. Schuylkill Valley Engineering, Inc. (SVEI) was hired as the geotechnical engineer. SVEI was to inspect and test the subgrades and each fill or backfill layer. Contractor was only allowed to proceed with its site work after SVEI’s test results for the previously completed work met the contract requirements. SVEI approved Contractor’s work for excavating and backfilling for the slabs in the C-Block addition. Between 2009 and 2015, there were no settlement issues with respect to the floor slabs in the additions. However, in May 2015, six years after the work was performed, the School District discovered that the floor slabs in several C- Block classrooms had settled and cracked and had become a safety hazard. The School District hired Expert Engineer to conduct diagnostic testing, which included geotechnical field testing. Based on its testing, Expert Engineer concluded that the settlement was the result of loose fill materials underneath the floor slabs. Likewise, in July 2015, the School District discovered that the floor slabs in a number of classrooms in the E-Block addition had also settled and

2 cracked and had become a safety hazard. Expert Engineer performed testing and concluded that the settlement and cracking of the floor slabs was caused by the improper use of fill material, but that settlement was “within tolerable limits of normal settlement.” R.R. at 778a. In August 2015, a rupture in the cast iron sanitary sewer line was discovered in the school parking lot. The School District asserted that Contractor broke the line during construction in 2009, and improperly repaired it by using PVC pipe and rubber couplings that were the wrong size. On June 15, 2017, the School District then filed the instant four-count complaint against Contractor alleging negligence, breach of contract, breach of implied warranty of workmanship, and unjust enrichment. On March 12, 2018, the trial court entered an order directing that all discovery be completed within 120 days and all dispositive motions be filed within 30 days after the close of discovery; a pretrial settlement conference was scheduled for August 17, 2018. Following the conference, trial was scheduled for January 8, 2019. During discovery, the School District responded to Contractor’s Supplemental Expert Witness Interrogatories identifying Expert Engineer and Expert Architect as expert witnesses. R.R. at 712a-716.8a. Expert Engineer produced two reports following geotechnical and laboratory testing and review of the plans and drawings to determine the nature and extent of the settlement and cracking floor slabs. See id. at 755a-771a, 773a-795a. In both reports, Expert Engineer stated that “[a]t the time of report preparation, daily field inspection reports documenting the excavation of foundations, concrete placement for foundations, backfill placement and placement of floor slab components were not provided[.]” Id. at 756a, 774a. With respect to the C-Block addition, Expert

3 Engineer found that “[b]ased on these visual observations and the results of the investigation, the slab distress and settlements noted herein are believed to be due to the presence of the loose existing FILL materials.” Id. at 760a. However, with respect to the E-Block addition, Expert Engineer found that “[b]ased on these visual observations and the results of the investigation, the slab distress and settlements noted herein are believed to be within the tolerable limits of normal settlement,” but “recommend[ed] monitoring the slab for the potential of future settlements, due to the presence of the loose existing FILL materials.” Id. at 778a. On November 19, 2018, Contractor filed three motions in limine to preclude: (1) representatives of Expert Engineer from testifying regarding the alleged improper compaction of the fill materials; (2) Expert Architect from testifying regarding the cause of the floor slab settlement or cracking in the additions; and (3) the School District from seeking damages at trial for the alleged settlement and cracking of the E-Block floor slab. See R.R. at 738a-797a, 798a- 875a, 876a-970a. On December 19, 2018, the School District filed responses opposing each of the motions. Id. at 1567a-2259a. Following hearing, on December 21, 2018, the trial court issued three orders granting the three motions in limine. R.R. at 2260a-2262a. In its Pa. R.A.P. 1925(a) Opinion filed in support of the orders, the trial court explained that it granted the first motion in limine, precluding Expert Engineer’s testimony regarding the purported improper compaction of the fill materials, for the following reasons:

[Expert Engineer] notes in both reports that “at the time of report preparation, daily field inspection reports documenting the excavation of foundations, concrete placement for foundations, backfill placement and placement of floor slab components were not

4 provided[.]” There is also no indication in either report that [Expert Engineer] reviewed the project manual or specifications, which set forth the soil and compaction requirements, in preparing [its] reports. [Expert Engineer] does not opine in either report that the fill material was inadequately compacted during the original construction. In [the School District’s] Supplemental Answers to [Contractor’s] Expert Witness Interrogatories, [the School District] indicated that [Expert Engineer] would testify regarding the inadequacy of the compaction fill material and the cause of the cracking and settling of the floor slabs, an opinion not in any of the reports. In order to render an opinion regarding the proper compaction of the fill materials, [Expert Engineer] would need to know what the contract specified and what work was done.

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Muhlenberg School District v. Gordon H. Baver, Inc., Counsel Stack Legal Research, https://law.counselstack.com/opinion/muhlenberg-school-district-v-gordon-h-baver-inc-pacommwct-2019.