PER CURIAM.
Plaintiff appeals from the pretrial order barring her expert from testifying at trial after the trial judge concluded the expert had rendered a net opinion. We affirm.
The salient facts giving rise to the order are largely undisputed. On November 5, 2007, while walking her dog in Brielle, plaintiff tripped over the edge of a trench that had been cut in the roadway in front of 621 Homestead Avenue. Plaintiff sustained injuries to her left hand as a result of the fall. Defendants, Carannante & Associates and Joseph Carannante,
Plaintiff retained William Poznak, a professional engineer, as her expert. Poznak has more than thirty years experience as a civil engineer and construction official. He has been involved in the construction of trench, sewer, and water systems worth millions of dollars. He prepared an expert report and was deposed on April 19, 2011. He conducted a site inspection on December 14, 2010, during which he took measurements and made observations. He also took photographs and made a diagram of the area in question.
Poznack testified that the asphalt patch covered the trench sunk uniformly, while the surrounding roadway did not sink. He attributed the uniform sinking to improper backfill. He also testified that because the backfilling had occurred approximately four years earlier, he was unaware of any test that could determine why the patch had sunk. When questioned as to his familiarity with ground penetration radar testing, he responded, "[t]that's something real new[,]" he had never used it and was "not familiar with it." Moreover, as for testing with which he was familiar, a Westervelt cake test, he testified he was "not certified to make a test." He expressed doubt whether any testing had been performed at the time the trench was backfilled because he had not seen any certifications in any of the materials he had been provided, which was typical for excavation jobs with which he had been associated. He acknowledged, however, that such certifications were not standard for the industry.
Defendant moved for summary judgment, and by order dated July 19, 2011, the motion judge denied the motion. Trial commenced two weeks later before a judge other than the judge who presided over the motion. At that time, defendant moved, in limine, to bar the testimony of plaintiff's expert. Defendant's counsel urged that the opinion expressed by plaintiff's expert in his report established no factual or reasonable scientific basis for the opinion. In response, plaintiff's counsel urged the court to deny the application. Plaintiff argued Poznak had over thirty years experience overseeing the excavation and construction of water and sewer systems, had conducted a site inspection of the area, and reviewed photographs taken three days after plaintiff's fall that depicted the sunken condition of the area. Based upon these factors, plaintiff's counsel argued Poznak rendered an opinion that the patch sank due to it being improperly backfilled and compacted, evidenced by the uniformity of the existing road, which did not sink.
The trial judge was not persuaded by these arguments and found that Poznak's opinion did not satisfy the requirements for admissibility as expert testimony:
The present appeal ensued.
Plaintiff contends the trial court erred in finding Poznak's opinions, as expressed in his report and deposition, were net opinions. Plaintiff additionally contends that even if the trial court properly excluded Poznak's testimony, summary judgment should not have been granted because expert testimony was not necessary to prove defendant's negligence. We disagree with both contentions.
At the outset, we review the trial court's determination barring Poznak's testimony under an abuse of discretion standard.
We begin our discussion by noting the in limine motion was heard on the day of trial. We have repeatedly cautioned trial courts against consideration of such motions in limine on the day of trial when such motions have the potential to summarily dispose of the case, as happened here.
Plaintiff did not object to the in limine motion on the ground that defendant's claimed net opinion argument had been previously raised and rejected by a different judge one month earlier. Nor did plaintiff argue that no new developments occurred since the denial of summary judgment that warranted revisiting the issue at trial. We are therefore satisfied that in this instance, the trial court did not abuse her discretion in considering the motion, particularly since the court afforded both parties a full opportunity to be heard on the issue.
We now address whether the opinions expressed by Poznak were net opinions. An expert's net opinion is an opinion bereft of any support in factual evidence or similar data.
Here, the objective data upon which Poznak's opinion was based was essentially limited to a visual inspection of the area three years following the accident and a review of photographs taken of the area of the fall three days after plaintiff's accident. He performed no tests, stating there were no tests he could perform to determine whether there was insufficient compaction of the trench because such tests would have had to have been performed at the time the trench was backfilled. He testified "the patch was put in probably even with the road and then it started sinking. Maybe the first week or two it was an eighth of an inch and then maybe six months later it was down to three quarters of an inch." Yet, he provided no facts to support these conclusions beyond his experience. Thus, we agree, as the trial judge observed in her opinion, that not only is there an absence of any reliable evidence identifying when the sinking commenced, there is also no reliable evidence addressing why the sinking occurred. In short, Poznak's expert opinion is flawed because it was not "derived from a sound and well-founded methodology that is supported by some expert consensus in the appropriate field."
Finally, we reject plaintiff's claim that expert testimony was not necessary to assist the jury in resolving the disputed issues. Whether the trench was properly backfilled and compacted is beyond the kin of the average juror. While Poznak acknowledged the existence of testing procedures to determine whether a trench has been properly compacted, he acknowledged that such tests are generally performed contemporaneously with the backfilling. The only other testing procedure about which Poznak testified is ground penetration radar, which he explained is something that is "real new" and which he had never used. The very existence of these testing procedures negates the contention that determining why and when sinking commenced to occur does not require expert testing.
Affirmed.