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Avoiding Damage

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Nobody - contractors, project sponsors, or property owners - wants damage to surrounding structures to occur during construction work. Yet, it still happens - and FAR too often worldwide. I have discussed or mentioned ways of reducing damage probabilities throughout the CVDG. In this chapter of the CVDG, I will present a simple and economical, but eminently workable, approach to reducing the probability of damage caused by construction project work. Although the chapter is directed at project sponsors and contractors, home and property owners may find it useful for comparing what they see in construction around their properties with the safer ways of doing it as described here. The CVDG Pro's Mitigating Vibration chapter has considerable additional information on this topic.

Pre-construction Preparation

Contractors must do some research in order to bid competitively for a construction job. However, some slight additional basic research into the area in which the job is to be done can have a huge impact in lowering damage probability, too. Using tools like Google Earth's Ruler, you can quickly (minutes) find out if any work is to be done within minimum safe distances, as shown in the diagram at right (click on it to get a full-sized version). Those distances in the diagram should be doubled to provide a safety factor for variations in equipment size and use, local soil attenuation conditions and vibration interference effects which are not embodied in the calculation. Structures within twice the calculated safe distances for these construction operations should be considered as being in potential danger of damage from construction vibration. Mitigation measures should be used in such circumstances (see below).

In some areas, like much of Florida, that "safe distance" might need to be as much as quadrupled or more, due to the low vibration attenuation conditions there. Better yet, the safe distances could be recalculated[4] with an appropriate attenuation exponent, typically in the range -0.6 to -0.9 for much of South Florida. The calculations behind the diagram above apply a conservative value of -1.1 for the attenuation exponent. As the exponent gets smaller in areas of low attenuation, the distance at which damage might occur gets larger, because the PPV of the vibration decreases less with increasing distance. For more on calculation of "safe distances", see Vibration and Distance in the CVDG.

If any part of the intended area of the work is near historic structures, whether designated in the National Registry of Historic Places or not, you will have a special responsibility to make yourself aware of those structures and use low vibration procedures and equipment to minimize vibration velocities, as the generally accepted limit for such structures is the Swiss/FTA Class IV one of 0.12 in/sec. A simple search of the National Register of Historic Places database for historic sites in the locale of the job will tell you in a few minutes of work whether there are designated historic structures within 500 feet of the job site, the recommended screening distance for such buildings.[1] Such a search will also help you identify likely areas where other structures, not so designated, but able to meet the criteria for designation, might exist. More information on historic structures and the requirements of the National Historic Preservation Act, as amended in 1992, can be found in the CVDG's Preconstruction chapter.[7]

Vibration Control Plans

U.S. Federally-funded road and other projects often require a "vibration control plan" or similarly named document to be prepared prior to construction start. Some municipalities and states also require them. Even if a vibration control plan isn't required in your project, it's a good idea to have one in place. The whole point of a vibration control plan is to prevent damage and provide guidance for handling damage claims, if they occur. The plan should be assembled in close consultation with your vibration monitoring firm, which, in theory at least, knows more about vibrations and their effects than you probably do.

A good vibration control plan sets out what relevant ground vibration standards are to be met, how vibration monitoring is to be conducted, how preconstruction surveys are to be done to get meaningful information, identifies structures that may be at particular risk for vibration damage, discusses mean of reducing noise nuisance complaints from surrounding residents, indicates how notifications are provided to construction crews for over-limit vibrations, and how such over-limit vibrations are handled in real-time, including changes in construction procedures. It points out historic structures and those of cultural importance, which might be affected by vibrations from the work and what special provisions are to be taken to assure that damage is not done to those and other sensitive structures. The goal of a vibration control plan is to allow you to do your construction work, without damaging unnecessarily surrounding structures. That means that you might have to make some minor revisions to the way you do things, but you should still be able to do the job on time and profitably, while saving yourself years in litigation.

I have reviewed a number of such plans, usually in the context of damage to surrounding structures. While they were variable in quality and utility, most of them have had at least some serious defects. The most common of these was setting vibration limits based on inappropriate blasting standards - in construction jobs where little or no blasting was to be done. Since blasting limits are at least a factor of two higher than accepted construction limits for most building types, using them for construction is a good way of virtually assuring damage. Also seen often are use of vibration monitoring seismograph trigger limits set at the, often inappropriate, vibration standard limit. If the seismograph only triggers at the standard limit, there is a chance that you will have already created damage before you are notified by the seismograph! Make sure that your vibration control plan explicitly accounts for any historic or culturally important structures, which demand lower vibration limits than do homes or engineered commercial structures.

Finally, follow the provisions of the vibration control plan when you do the job. If you don't follow the limits set in the plan, or make ad hoc "adjustments" to it when your operations exceed the limits (often, many times), rather than adjusting the operations themselves, you're asking for trouble. A good opposing expert in litigation will identify missing documents in productions and failures to follow the plan.

Vibration Impact Assessment

There are a number of "tools" available for helping those charged with planning construction projects to estimate the potential for damage or other impacts from vibrations generated during construction. Some of them focus on non-construction or specific types of construction-related vibrations. One of the best of these specific-use tools is the U.S. FTA Transit Noise and Vibration Impact Assessment Manual, seen at left.[9] If your construction job involves transit work (railways, tunnels, etc), it is a scientifically-based and detailed approach to evaluating likely noise and vibration impacts of the construction on surrounding buildings and people.

A simpler, but perhaps more approachable, tool is that offered in a report to the New Hampshire DOT.[10] It provides a means for assessing construction vibration effects pre-construction. It accounts for equipment type, soil types and other variables, using a simple point scoring system to estimate the potential impact. If your project has historic structures, whether designated or not, inside the recommended screening range of 500 feet, you should check out the NCHRP report's Appendix C for another risk evaluation flowchart.[7] A report for Caltrans has useful guidelines, both for assessing vibration impact and for mitigating vibration.[11]

None of these tools is designed to predict the specific probability of construction damage occurrence. Instead, they are intended to help contractors identify in advance those projects and areas in which construction vibration damage is most likely to occur, based on both empirical and theoretical understanding of vibration propagation and its effects on structures. This foreknowledge allows the contractor to take simple steps to reduce the probability of damage.

Surveys

Pre-construction surveys are often required in large construction jobs. However, the ones done are, most of the time, virtually worthless, either from a damage-prevention or litigation defense standpoint.  Walk-by surveys from the street curb, done as fast as the employee can walk with a video camera, will show no useful detail more than ten feet or so from the curb. Even large features are simply illegible in such surveys.

A video frame grab from an actual pre-construction survey in which the subsequent work did damage to many homes is shown at right. Only the most expensive homes in about a half mile section along the over 2 mile long project area were initially surveyed. Only after extensive damage was reported were the overwhelming remainder of homes along the route quickly assessed by video. Note that the 5" high logo on the trash can is completely illegible in this video. Pre-existing cracks in the home, if they had been present, would simply not have been seen in such a survey, even though the contractor alleged that all the subsequent damage was pre-existing. Ideally, the pre-construction survey would be done inside the homes, or failing that, from the exterior, but with sufficient time and resolution to allow the true pre-construction state of the home to be determined. Either type of survey will require the permission of the homeowner.

Problem Operations

As discussed in the CVDG chapter, Vibration Potential, construction procedures and operations are not all created equal when it comes to damage potential. Generally, those operations or work components which involve impact with the ground have at least the potential for damaging nearby homes and buildings. Work with certain types of heavy equipment, particularly vibratory compaction, pile driving, blasting and, in some circumstances, hoe ram (hydraulic rock breaker) use and heavy equipment traffic, may generate damage in structures, if not done with an eye to the vibrations they create. Of course, if equipment is misused (e.g. using an excavator bucket to demolish asphalt by pounding on it), damage can be done by other equipment, as well. If whatever job you're doing involves ground impact of any sort, you should take precautions to ward off vibration damage. Of course, no amount of knowledge of problem-causing operations will matter if you or your workers simply don't care if they do damage or are unbelieving that it is possible.13

Development activities, mostly compaction operations, follow very closely after road construction as the largest cause of damage reported to Vibrationdamage.com. Demolition operations figure prominently in our damage reports, too. Even small projects like additions/renovations to single structures can cause unintended damage to neighboring homes and buildings.The CVDG Pro chapter, Damage Statistics, is devoted to an extensive analysis of our over 1500 damage reports (as of this writing) worldwide - project types, operations, equipment types, sponsors, damage types, distances from work, locale, structure type, professions, and many more.

Carry Out Vibration Monitoring

Even though readily accessible in most towns and cities in the U.S., vibration monitoring of construction jobs is still relatively rare. Often, it is only begun too late - after the first damage report. Yet, it widely considered to be essential by experts in vibration effects.[3] Vibration monitoring is required in most publically-funded projects (e.g. road projects which are partially or fully Federally-funded), although the requirement is too often ignored by contractors. Calculations are no substitute for properly carried out and reported project vibration monitoring, especially given their inherent limitations. As I've said in several places elsewhere in the CVDG, it should be assumed that a calculated ground vibration velocity can be different from a measured one by a factor of two - or more in some cases. The only real way to know about, and mitigate, dangerously high vibrational velocities is to perform meaningful on site monitoring during construction operations.

Your monitoring should not only record each day's vibrations at the most critical sites (i.e. those closest to blasting, pile driving, demolition, heavy equipment traffic and compaction operations), but it should provide real-time feedback to your workers, in the form of a siren or flasher, email notification[14] or other alert, when their operations approach your appropriate limit values (see photo at left for one example of such a configuration). Often, that feedback is the difference between causing damage, which will cost you and your insurers large settlement costs or years in litigation, and having a problem-free job. A vibration monitoring report which you receive a month after the work is done is of almost no value in preventing damage. [14] There are many chapters in the CVDG Pro devoted to various aspects of vibration monitoring, including Hiring a Vibration Monitoring Firm, Reporting Vibration Data, and many others. The CVDG chapter, Vibration Monitoring, has a general introduction to vibration monitoring - what it can tell you, how to do it in accord with accepted procedures and standards and what not to do.

Use the Vibration Standard Limits to Prevent Damage

In my experience, one of the biggest contributors to damage during construction jobs is the application of the wrong vibration standard limits or, worse yet, no meaningful use of any at all. Blasting standards (from OSM or USBM RI 8507), which are based on damage probability estimates for single, short-lived blasting vibrations, are simply inappropriate for long-lived, repeated construction vibrations. For example, the 0.75 in/sec blasting limit of OSM is nearly four times that recommended for construction vibration in both the Swiss and U.S. FTA Class III standards - 0.2 in/sec for timber-framed homes (0.12 in/sec for historic, damaged or other "fragile" structures). Since damage is "expected" at twice the Swiss/FTA limit,[2] barely meeting the requirements of a blasting limit nearly four times the Swiss/FTA limit all but guarantees damage!

Vibration standards are frequency dependent. If your standard limit is based on 30 Hz vibrations (e.g. the 0.5 and 0.75 in/sec USBM RI 8507 limits), but the ones actually observed in the monitoring, by FFT analysis of the vibration waves, are at 10 Hz or cover a broad range of low and higher frequencies, you must use a lower limit appropriate for the lowest frequencies actually seen in your operations. Of course, if you do no vibration monitoring at all, you will have no idea whether your work is exceeding vibration standards - until the damage reports start to come in.

Even if you are correctly using the OSM limits for construction blasting, caution is advised. The OSM limits are based on probabilities of damage from single blasting events. The probabilities of occurrence for multiple statistically independent events are the sum of the probabilities for the individual events. Thus, a single event probability of 5% (i.e. the damage probability for blasting at the OSM limits) becomes at least 50% if you blast 10 times at the same distance and charge weight (see Vibration and Homes in the CVDG Pro for more on this). Most people would consider that probability of damage FAR too high for comfort. See both Vibration Standards and Vibration Regulation in the CVDG and both Vibration and Homes and Statistics and Vibration Damage in the CVDG Pro for much more on these issues.

Plan for the Unexpected

Vibration velocities are hard to predict accurately under the best of site circumstances (deep, non-layered soils, level topography, consistent underlying geology, no other nearby structures, no glacial deposits, well-trained and consistent use of equipment, among others), even if you have "calculations" which suggest that your activities might "meet standards". Reflection and interference of vibration waves (see Vibration 101) can increase the actual vibration velocity in small areas over the predicted value by a factor of two or more. Similarly, unless you have intimate understanding of the local soil and its vibration attenuation properties, expected vibration velocities can be substantially exceeded.

You can reduce these uncertainties by learning as much as you can about the local vibration attenuation. If you're very lucky, you'll be able to find studies in your area, available free on the Internet, which tell you the specific attenuation exponent which should be applied in your calculations (see Vibration and Distance). However, it is safest to give yourself a substantial margin below the nominal limit to allow for these uncertainties. It only takes one incident of a vibration substantially over construction limits to do considerable damage. I have suggested here and in the CVDG's Vibration and Distance chapter that a factor of two in vibration velocity would account for most of the expected variation, although even that factor might have to be adjusted in areas with low vibration attenuation - like most of the state of Florida. Thus, if you are trying to obey the FTA Class III limit of 0.2 in/sec, it is wisest to make every effort to meet a limit of 0.1 in/sec, to account for these unexpected, but common, variations.

Do the Job Right

Most vibration damage to homes and other structures is avoidable. Once you've done your "due diligence" in the ways described above, you cannot sit on the sidelines and assume that your employees will always follow your instructions and policies. Even your supervisory personnel may be lax in their enforcement of your regulations. I have personally documented on video multiple examples of site supervisors watching operations, without any intervention, which were specifically prohibited by the contractor's policies, e.g. pounding on asphalt with an excavator bucket to break the asphalt (see photo at right). The supervisor of that operation, banned by the contractor, is the man in the white hard hat in the photo watching the operation as it occurred. The CVDG chapter, Vibration Regulation, has a long list of issues for which project sponsors and regulators should be vigilant. Most of the items on that list pertain to the contractors responsible for the work, too.

Vibration Mitigation

Mitigation is the process of actively reducing vibrations in construction operations. Mitigation need not necessarily be undertaken in every locale of a job, but only those where the work is close enough to have real potential for damage. Maximum distances where such mitigation should be undertaken depend on both the operation and the local vibration attenuation conditions. For example, in most locales, mitigation should be considered for any vibratory compaction operation within 50 feet of structures. That distance should be doubled or even quadrupled, depending on the local vibration attenuation, if any of the structures are "historic" or "cultural assets". OSM sets such distances (actually "scaled distances") for blasting. As long as the blaster meets the scaled distance requirements, he is not required to perform vibration monitoring, according to U.S. Federal regulations.

Most mitigation methods for construction vibration are easily implemented at little or no cost. Make certain that your operators understand and follow the operator's manuals for their equipment. Any method of using such equipment which is dangerous for the equipment and/or the operator is probably also risky from a vibration standpoint.

Vibratory compaction is the single most often cited damage cause in correspondence to Vibrationdamage.com. Vibratory compaction operations can produce up to a factor of two higher vibration velocities, if the operator fails to turn off vibration temporarily while he reverses direction. The effect of all these repeated short-duration vibrations ("transients"), along with the continuous ones, can be dramatic, both to those experiencing the vibrations and their effect on structures. Another easy mitigation step for compaction operations involves using a compactor with a higher vibration frequency (above 40 Hz) and lower drum weight near sensitive structures. Because the shape of the vibration velocity vs. damage probability curves is sigmoidal, making multiple passes at a low vibration level is much less likely to produce damage than a single pass at a high vibration level.

Because oscillatory compactors produce in the range of 10-25% of the vibration velocities (PPV's) generated by vibratory compactors, they can be an important part of a vibration mitigation plan for compaction operations. In addition, they require fewer passes to produce the same degree of compaction, thus saving the contractor money and time.[8] Resonance (or vibratory) pile drivers produce much less vibration and faster driving rates than standard impact hammer drivers.[12] There is a substantial discussion of how to reduce compaction vibration in the CVDG's Vibration and Distance chapter and an even greater one in the CVDG Pro's Vibration Mitigation chapter. The principles behind vibration mitigation are discussed in Vibration 101.

Dealing with Claims

If, in spite of your best efforts, a damage claim is made, you should not dismiss it out-of-hand. The first step in dealing with a claim of vibration damage is to admit that it is at least possible that construction work could be responsible for part or all of the damage. Assertions like "construction can't cause damage" have literally no support whatsoever in the scientific literature. Indeed, at any given ground vibration velocity, construction is more likely than blasting to cause damage (see Is Damage Possible? in the CVDG for much more on this).

Damage claims which are discarded immediately as " pre-existing" damage, with little or questionable scientific support, are likely to lead you directly to litigation. Most structures have a small amount of pre-existing, barely visible damage. But, an increase from 3 such sites to 300 obvious ones within half an hour during construction[5],[6] is not credibly attributable to environmental factors or construction of the home. Moreover, the proliferation of devices and systems that can record photos and videos (smart phones, security cameras, satellite photos) means that your ability to dispute what you did and how you did it are becoming more limited. If you don't do vibration monitoring, or want to keep the results confidential, that, too, may be impossible in the light of use of smart phones and tablet computers by homeowners to do their own vibration monitoring.

At Vibrationdamage.com, over 1500 claims of construction vibration damage have been reported to us from all over the world. That number grows constantly. Many of those reports have been supplemented with video, photo and other evidence which lends additional credence to them. For those with an interest in understanding how to document scientifically and attribute damage, please see our Damage Assessment chapter of the CVDG Pro.

Most construction vibration damage claims involve "small" dollar amounts (a few tens of thousands of dollars) relative to a construction project funded for millions of dollars. If you can settle a likely legitimate case with a minimum of lost time and bad feelings, you will avoid the unpleasant (and expensive) consequences of having a home or business owner (or even whole neighborhoods) angry at you and your project. Pursuing a Claim in the CVDG has much additional information for both homeowners and contractors about dealing with vibration damage claims.

Constructing Profitably - and Responsibly

The overwhelming majority of construction vibration damage is completely unnecessary and easily prevented, at little cost and time loss. Given the cost and time commitments of handling (and litigating) damage claims, most contractors would probably choose to limit vibration damage, when they can do so simply and at minimal cost.  For the most part, avoiding damage in construction projects is about knowledge and acting on that knowledge in a timely fashion. All the steps advocated in this chapter of the CVDG can performed at a tiny fraction of the total cost of a typical project and in a matter of a few hours at most. Construction vibration damage is almost entirely avoidable when you do your homework and monitor both the vibrations and how your work is performed on site. It may not be possible to reduce vibration damage probability to literally zero in construction projects (e.g. those in which structures are unavoidably close to the work), but you can easily and dramatically lower both its probability and the number of affected structures by implementing simple and usually cheap vibration mitigation measures.

Non-construction VibrationsCVDG CVDG - More Information

[1] Construction Practices to Address Construction Vibration and Potential Effects on Historic Buildings Adjacent to Transportation Projects report (National Cooperative Highway Research Program (NCHRP), Project 25-25 (Task 72)), p 31 has the same distance recommendation of 500 feet for construction vibration screening near historic structures.  
[2] "For peak particle velocities twice as high as the given guide values damage is to be expected."
Swiss Standard for Vibrational Damage to Buildings, J. Studer and A. Susstrunk, Proceedings, X. Int. Conf. ISSMFE, Stockholm, Vol 3., p. 308 (1981)   
[3] "Another aspect as agreed upon by respondent consultants is that a site-specific vibration monitoring program should always be in place whenever vibratory equipment is utilized, ..." Evaluation of Vibration Limits and Mitigation Techniques for Urban Construction, M. E. Bayraktar, Y. Kang, M. Svinkin, F. Arif, Florida Department of Transportation Report, October 31, 2013, p. 36; "There is general agreement on the procedures to follow when dealing with construction vibration. The following are generally recommended steps to follow: ..... Vibration monitoring during construction using seismographs, with notification by audible and/or visual alarms when limits are approached or exceeded." Construction Practices to Address Construction Vibration and Potential Effects on Historic Buildings Adjacent to Transportation Projects, Richard A. Carman, National Cooperative Highway Research Program (NCHRP), Project 25-25 (Task 72), September 2012, p. 10
[4] You can calculate ground PPV's and safe distances for your own construction situation using Vibrationdamage.com's Ground Vibration PPV and Safe Distance Calculator, available free to registered owners of the free CVDG PDF e-book or the CVDG Pro e-book. The Calculator presents you with a range of results, so that you can choose the ones right for the soil conditions in the area of the project. If you would rather have the calculations done for you, CVDG registered owners can also download free a collection of diagrams which give you a sense of how vibration velocities vary as a function of many variables.  
[5] This is an actual construction vibration damage example in one exceptionally well-documented case.  
[6] Since hairline cracking caused by environmental factors proceeds very slowly and at a relatively constant rate over time, a sudden dramatic increase in the amount  and number of damage sites can be taken as an indicator of an external, non-environmental cause.  
[7] Construction Practices to Address Construction Vibration and Potential Effects on Historic Buildings Adjacent to Transportation Projects, National Cooperative Highway Research Program (NCHRP), Project 25-25 (Task 72), Richard A. Carman, September 2012, Appendix C-1. This Appendix has a useful flow chart for assessing the potential for vibration damage to structures pre-construction.
 
[8] "Asphalt construction – which uses significantly smaller layer thicknesses compared to earthworks – is an ideal field of application for oscillatory rollers. Furthermore, oscillatory rollers enable the making of very homogeneous and smooth surfaces, which is a crucial advantage in asphalt construction. Another advantage of oscillatory rollers, which makes their application in earthworks a considerable option to vibratory rollers, is given by the significantly reduced ambient vibrations caused by oscillatory rollers. Therefore, oscillatory rollers can also be used in sensitive areas, such as inner city construction sites or on and near bridges." Dynamic Roller Compaction for Earthworks and Roller-integrated Continuous Compaction Control : State of the Art Overview and Recent Developments, D. Adam and J. Pistrol. 2016, p. 7  
[9] Transit Noise and Vibration Impact Assessment Manual, Quagliata, Antoinette,  Ahearn, Meghan, Boeker, Eric, Roof, Christopher, Meister, Lance, Singleton, Herbert, FTA Report No. 0123, September 2018  
[10] Ground Vibrations Emanating from Construction Equipment, R. M. Lane and K. Pelham, New Hampshire Department of Transportation, Report # FHWA-NH-RD-12323W, 2012, p. 28  
[11] Transportation and Construction Vibration Guidance Manual, Jim Andrews, David Buehler, Harjodh Gill, Wesley L. Bender, California Department of Transportation, Division of Environmental Analysis, Environmental Engineering, Hazardous Waste, Air, Noise, & Paleontology Office, Sacramento, CA, 2013; Transportation- and construction-induced vibration guidance manual, Jones & Stokes, Prepared for California Department of Transportation, Noise, Vibration, and Hazardous Waste Management Office, Sacramento, CA. 2004
[12] Vibration mitigation advice very similar to that given here can be found in High-Speed Ground Transportation Noise and Vibration Impact Assessment, Carl E. Hanson, P.E., Jason C. Ross, P.E., and David A. Towers, P.E., DOT/FRA/ORD-12/15, September 2012, p. 10-14  
[13] In September 2021, in an area previously heavily damaged by demolition pounding on asphalt pavement, I witnessed another construction company less than 25 feet from the previous pounding site demolishing concrete by pounding with a backhoe bucket. I ran over and explained to them about the damage to many homes from the previous pounding. The moment I went inside, the crew simply restarted the same pounding. This went on for another ten minutes. This incident shows how little some construction company employees care about damaging adjacent homes in their work - and how little on-site supervision will do to stop damaging operations. In this example, they only dug out area about the size of the backhoe bucket, which could have been done faster, easier and with virtually no risk of damage to homes with a jackhammer, as I suggested to the construction crew - for all the good that did.   
[14] Not all methods of notification for over-limit operations are equally effective. Many modern blasting seismographs can be configured to send an e-mail to a list of recipients, when limits are exceeded. This sounds like a good idea, but when you consider that even teenagers don't check their texts and emails constantly, one can see that email notifications are not of much help to the construction crew. The best approach is still immediate notification on site by flasher or siren.

This is a chapter from the Construction Vibration Damage Guide for Homeowners (CVDG), a 100+ page free book with over 300 color photos, diagrams and other illustrations. It is available at https://vibrationdamage.com as a series of web pages or in full, web navigation and ad-free, as a downloadable PDF e-book, with additional content not available on the web. The free version of the CVDG is licensed to homeowners and others for personal, at-home use only. A Professional Edition (CVDG Pro), licensed for business use and with over three times as much content, can be ordered from our Order the CVDG Pro page, usually with same-day delivery. You can comment about this page or ask questions of the author, Dr. John M. Zeigler, by using our Visitor Comment form. If you would like to discuss vibration damage issues and view additional content not found in the CVDG, Join us on Facebook. Please Like us while you're there.

 

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