If you haven't visited The PDCA Store, online at PileDrivers.org, stop by to see what logo merchandise is available to you and crew. Among the variety of clothing items are two different styles of t-shirts, jobsite appropriate safety green (pictured, left) is among the color options. Additionally, another shirt that features the likeness of the American flag is a popular seller, and just in time for the Fourth of July.
Don't stop at the t-shirts; other logo items including stainless steel mugs, a Nike gym bag, umbrellas, camo trucker hats, flashlights, golf shirts, and a limited edition 2019 PDCA Annual Conference coaster - consider a set of four! The summer months are here, but cooler days are ahead for 2020 and The PDCA Store also features a quarter-zip pullover for your trip to the jobsite on a cool, early morning.
In addition to logo merchandise, you will also find educational materials for your company library. Three proprietary guides on Steel Sheet Piling techniques and best practices can also be purchased in either hard copy or electronic formats. The e-guides are available to PDCA members in good standing at no cost as a benefit of your membership.
While The PDCA Store is available online around the clock, watch future PDCA and Chapter events when this merchandise will be on display for in-person, live purchases. Happy shopping!
Throughout 2020, the Pile Driving Contractors Association is celebrating a quarter century providing one voice for the driven pile industry. In recognition of its 25 year anniversary, PDCA has unveiled a commerative logo marking the 1995 inception of the deep foundation construction trade association. As seen above, it is the traditional association logo with the likeness of a pile tip flanking the right side, the pile tip is silver to align with the anniversary symbol.
The commerative logo is on display in PileDriver magazines all year; watch for an upcoming issue observing the significant anniversary. Additionally, the PDCA website, social media and various other forms of electronic media are also displaying the logo. PDCA members are invited to use this logo on any electronic or print marketing material on which they list their affiliations. It is available in various sizes and formats for a free download at this link. Thank you in advance for helping brand the driven pile industry and for your support of PDCA.
Charleston, SC: PDCA of South Carolina educational partner Dr. William J. Davis, Ph.D., P.E., Department Head & D. Graham Copeland Professor of Civil Engineering at The Citadel announces they the institution will be offering online graduate courses that can be taken pass/fail or audited this summer. Dr. Davis cites several reasons why a practicing engineer should consider these courses, including:
Practicing engineers who would like to learn about advanced GIS methods
Practicing engineers who would like to learn about new structural design codes
Practicing engineers who are seeking high-level professional development hours
Practicing engineers who are looking to expand their analytical skills and capabilities in the job market.
Practicing engineers who may be interested in pursuing a MSCE degree or certificate.
Here are the graduate course offerings:
Online Summer II ( June 29- August 13, 2020)
CIVL 506 81 Geographic Information Systems MW 1700 2000 Dr. Kweku Brown, PE pending
CIVL 608 81 Structural Loads and Systems TR 1700 2000 Dr. Timothy Mays, PE
CIVL 506 Course Description: Course focuses on data analysis and application methods for engineers, planners and related professions. Topics include spatial analysis, geostatistical analysis, 3-D modeling, and vector/raster modeling. Focus is on spatial data structures in GIS, geo-spatial data acquisition, geoprocessing, geostatistical methods; visualization, exploration of spatial data; network analysis, terrain mapping, spatial analysis, and modeling.
CIVL 608 Course Description: The course will provide a comprehensive overview of load determination procedures for building systems. Dead, Live, Flood, Rain, Snow, Wind, and Seismic load determination procedures will be presented in accordance with ASCE/SEI 7-16 and the 2018 International Building Code. Seismic design will include standard practice modeling and analysis procedures for buildings, diaphragms, structures similar to buildings, and foundation systems.
If you are interested in pursuing any of the these educational opportunities, you are encouraged to contact Dr. Davis or the staff at The Citadel Civil & Environmental Engineering, Construction Engineering Department. You can reach them by phone at 843-953-5083.
PDCA invites you to attend the webinar presentation titled, PDCA Steel Sheet Pile Guides Review to be held on May 19, 2020 from 2:00 PM to 3:00 PM EDT.
Attendees will obtain a comphrensive introduction to the three technical guidebooks and have the opportunity to engage with two of the co-authors, Gerry McShane of Service Steel Warehouse and Dr. Dick Hartman of Hartman Engineering. Upon completion of the webinar program, you will reveive 1.0 Professional Development Hours (PDH), as well as direct download access to the publications. You can register for this program when you click here.
PDCA Committee Update: Associate Member Council
By Diane Fischer, Chairwoman
The April meeting of the PDCA Associate Member Council recapped 2019 initiatives, and discussed new initiatives for 2020. Chairwoman Diane Fischer (pictured, left) presided over the meeting where the participants reached a consensus to continue assisting the Association increase its membership. In addition to building new membership, the committee members also talked about encouraging other PDCA members to participate in the standing committees.
The committee discussion turned to PDCA's response to the ongoing health crisis stemming from the Coronavirus Disease. It examined the steps the organization has put forth to provide members support, information, and resources. One committee member went so far to say that "during these times, being a PDCA member is more valuable than ever." The Associate Member Council Committee meets quarterly; if you would like to join, please email email@example.com.
Managing Risk: Liquidated Damage Clauses For Delay In Construction Contracts
By Tiffany Harrod, Attorney at Munsch Hardt Kopf & Harr P.C., Houston, Texas
Chair-Elect, the Construction Law Section of the Houston Bar Association and
Carrie Schadle, Senior Attorney at Munsch Hardt Kopf & Harr P.C., Houston, Texas
With the on-going shortage of construction workers in the industry and other factors ranging from weather to procurement problems, the threat of project delay is real. When a contract contains a liquidated damages clause for delay, there can be real financial consequences for contractors. Courts have long allowed parties to apportion contractual risks as they see fit, especially in the commercial context where the parties are usually considered to be sophisticated, even if their bargaining power is not always equal. Liquidated damage provisions, such as those found for delay in construction contracts, are common, but must be crafted in such a way as to be enforceable and not against public policy.
Liquidated damage clauses in construction contracts are a common way for the parties to deal with the possibility of delay in the completion of a project and associated potential losses flowing from the delay. In their most basic form, the party in breach, which is most often the contractor, is obligated to pay the non-breaching party, usually the project owner, some fixed sum of money per set time period that has been agreed upon in advance and memorialized in the contract. (It is, after all, no secret that these provisions are meant to protect the owner.) The non-breaching party is then compensated for losses associated with the delay without the time and expense of having to prove what the actual damages were, in either a civil suit or an arbitration proceeding. This option is particularly attractive to project owners, because the money can simply be withheld from money owed to the contractor once the agreed-upon completion date has been passed.
However, like any provision in a contract, a liquidated damages provision should be the product of negotiation to ensure not only that it is fair to both parties, but that it is enforceable in the relevant jurisdiction if a dispute about payment of the liquidated damages should arise. Disputes regarding liquidated damages generally arise when the breaching party argues that the provision is not enforceable, in which case courts will generally consider several factors in deciding on enforceability: the difficulty in measuring the kind of losses an owner suffers because of delay and the reasonableness of the amount of damages in relation to the anticipated or actual damages suffered. Despite the possibility of a provision being found unenforceable, when entering into a contract that contains a liquidated damages clause, a contractor should presume that it is going to be enforceable.
Liquidated Damages Must Measure Losses That Are Difficult To Prove
Liquidated damages only apply to the exact type of breach specified in the contract. In its most common form, a provision providing liquidated damages for delay is an agreed upon substitute for actual damages an owner might suffer but that could be extremely difficult, and probably expensive, to prove in court. These can include many types of damages such as lost financing cost, missed opportunities, or lost rent.
While very real, these types of damages can be difficult to quantify because questions such as what revenues were lost, the time period during which revenues were lost, and extra costs incurred or costs avoided will have to be answered. Agreeing to liquidated damages relieves the owner from being able to prove these types of damages, and may also allow a contractor to factor the cost of the contract completion date into its bid.
In some states, liquidated damages provisions may not be enforceable after substantial completion where the owner has been able to occupy and use the project before the final completion date, as after this time period, damages are no longer difficult to calculate.
Liquidated Damage Must Be Reasonable In Proportion To Anticipated Or Actual Harm
If the liquidated damages do not reflect a reasonable estimate of the loss incurred due to delay, they may be deemed an unenforceable penalty, and could be struck down by a court as against public policy. In short, they should reflect a loss that is based on what an owner would lose if the project could not be used as intended by the time promised. This prevents liquidated damages from being seen as a punishment. Whatever the amount agreed upon, in the end it must have been considered reasonable at the time of contracting or bear some relation to the actual loss, and cannot be merely an arbitrary number chosen by the owner that it thinks is big enough to ensure that the job gets done in time. In other words, the rate must somehow be related to the contract, and not be designed to spur performance. The downside to this for the contractor is that even if the owner incurs only nominal administrative charges because of a delay, an amount of liquidated damages that was properly established courts will still find the damages reasonable because they were based on foreseeable actual damages.
Negotiating Liquidated Damage Provisions
While it is the party challenging the validity of the liquidated damage provision, usually the contractor, that has the burden of proving that the provision is unenforceable, if a court were to find a liquidated damage provision unenforceable, the owner would then be in the position of having to prove its actual damages. For this reason, it is in both parties' best interests to craft a fair and enforceable liquidated damages provision. So even though these provisions are primarily designed to protect owners, contractors should remember that a liquidated damage provision also prevents them from being exposed to lengthy and expensive court battles and actual damages, which could easily exceed the agreed-upon amount of liquidated damages. With liquidated damages, at least a contractor will know what its exposure is, and can take that into account when negotiating the rate for liquidated damages. This is especially true if the liquidated damages are capped.
Parties should consider and try to factor in all potential costs that may be incurred if a project is delayed so that if a dispute arises, the amount will be considered reasonable. This might include financing costs past the completion date, additional management or overhead costs, upstream liquidated damages clauses, or pre-scheduled uses to which the project has already been committed. Parties may also agree to place a cap on the amount of the liquidated damages, whether it is a sum certain or a percentage of the final contract price or the contractor's fee.
Another important factor to consider is how the liquidated damages provision will be triggered. This includes a consideration of whether it will be based on substantial completion, important milestone dates, a date certain, or a certain number of days from a notice to proceed, and the impact of schedule adjustments requested either by the owner or the contractor. It is important defense for a contractor to ensure that there is a workable mechanism for contract deadlines to be extended when delays are caused by things not in the contractor's control such as delays caused by the owner or weather events. This is why it is important to document delays and provide notice to the owner when they are not caused by the contractor.
Lastly, in some states, the liquidated damages specified for a particular breach will be the exclusive remedy available for that breach. This means that if the breach, for some reason, caused actual damages greater than those provided by the liquidated damages provision, the non-breaching party's damages will still be limited to the amount agreed to in the contract for the liquidated damages. In those states where this is not the automatic rule, a contractor may want to keep this in mind and specify in the contract that the liquidated damages are the exclusive remedy for a project delay.
Flow-Down Liquidated Damage Provisions
General contractors usually try to pass some of the liability for project delays to their subcontractors. When acting as a subcontractor, it is important to pay attention to liquidated damage provisions in the prime contract that may be incorporated by reference and flow down into the subcontract, as they may be assessed at a higher rate than those the subcontractor has agreed to. Generally, for damages to be assessed under these provisions, the subcontractor must have been responsible for the delays, and may not be the result of either other subcontractors or the general contractor. And to collect the flow-down liquidated damages, the owner must have actually assessed liquidated damages to the general contractor. A subcontractor should make sure that it is responsible only for those delay damages it causes.
Chris Pashkevich, Clark Construction
By: Natalie Pressman
Having worked for Clark Construction for 45 years, Chris Pashkevich says that friends and family are probably getting sick of him pointing out jobs he's worked on in the Maryland and Washington, D.C. areas.
"I did a job recently where I stood on one corner and saw ten different buildings that I had worked on," he said. "I've done a hundred or so jobs, easily, just in D.C."
Construction, for Pashkevich, is a family affair.
His father was a pile driver beginning in the early '50s until he retired in 1992, and his older brother started in 1971 until his 2016 retirement. Likewise, Pashkevich's younger brother started at Clark Construction in 1980 and still works there today.
"My family has always been here," he said. "We all drive pile."
Even with retirement on the horizon, driving pile will continue to stay in the family. Pashkevich has a son and stepson who are both foremen at Clark Construction, in addition to another stepson who works for the company as a foundation superintendent.
In spite of his long career and family legacy in the industry, Pashkevich didn't always see himself working in construction he originally wanted to be a police officer. But when he went down to the police academy in 1973, he was told that at 5'7", he was two inches too short. That's when he decided to join his family in construction.
Click here to read more in PileDriver Magazine, 2020 Issue #2
- Coronavirus Safety Best Practices
- New Chair Seated for PDCA Contracts and Risk Committee
- A Pile of News - August 2020
- Annual Conference Webinar Series Launches
- PDCA Project of the Year Winners Announced!
- Dutton, Kinworthy Appointed to NCCCO Panel; Virtual Written Exam Available
- A Pile of News - July 2020
- ICYMI: DFDTA Fall Seminar Moves to Orlando
- GET: Steel Sheet Pile Guides Review Webinar (1 Hr. PDH)
- WATCH: Legal resources for subcontractors, suppliers