Logo for Vibrationdamage.com


Vibration Monitoring

 Home Up Vibration 101 Is Damage Possible? Pre-Construction Vibration and Damage Vibration and Distance Vibration Potential Pursuing A Claim Vibration Monitoring Non-construction Vibrations More Information Closing Thoughts Appendix D - Homeowner Checklist Appendix E - Damage Inspections


Vibration Frequencies
Vibration Standards
Vibration Regulation

Vibration monitoring is the measurement of passing movements in the ground or in a structure, using a seismograph like the one shown at left, or other instrument, to detect and record the movement. It is the most commonly-used method for identifying potential vibration damage problems pre-construction and addressing them post-construction.

Properly done, vibration monitoring can be extremely helpful in preventing damage to structures, understanding the nature of damage and ascertaining its cause. Improperly done, as shown in the photo above left, it can be worse than worthless. Since construction companies will sometimes present copies of vibration monitoring data or reports to those who have damage claims, this page will offer an overview of vibration monitoring and what can be learned from it.

Vibration Monitoring Requirements and Responsibilities

Most Federally-funded construction projects require pre-construction vibration assessment. Some may require monitoring during the course of the work. Individual states and municipalities often require monitoring in the construction contract or information for bidders. They may alternatively specify no monitoring or monitoring only in connection with blasting done during the project (see Vibration Regulation for more on this). Some common construction operations (pile driving, vibratory compaction, some ground impacts, movements of tracked equipment, blasting) are known to violate construction vibration standards in some circumstances or have special characteristics which make them particularly dangerous from a vibration damage standpoint.

In that light, properly-done vibration monitoring should be considered a necessary precaution and a responsibility in any project involving performance of any of those types of operations in the vicinity of structures, whether that monitoring is required by contract or not. Vibration monitoring should be initiated when the project work starts, not when the first damage report is received, since the existence of one damage claim often means that others will come shortly thereafter. Construction vibration damage is sufficiently widespread throughout the world (see Is Damage Possible? and Damage Prevalence in the Pro version of the CVDG), even though it doesn't always cause damage, that one cannot reasonably maintain (or support scientifically) an argument that "construction can't cause damage".

Vibration Monitoring Instrumentation

Several manufacturers make ground vibration monitoring seismographs, primarily for use in monitoring vibrations from surface mine blasting. They are also routinely used in (and sold for) construction vibration monitoring. Like earthquake seismographs, these detect and measure ground vibration by the movement of a magnet suspended in a surrounding coil of wire. According to the Lenz Law of physics, an electrical current is created in the surrounding coil in proportion to speed of movement of the magnet with respect to the coil (i.e. the speed of ground movement, quoted in inches per second or millimeters per second). Electronics in the monitor then measure this current, convert it to ground motion velocities and store the raw data in memory. Each of the three directions at right angles to each other (longitudinal or radial, transverse, and vertical) has its own separate measuring coil in the seismograph transducer head, since vibrations often differ in important ways along different measurement directions. For accurate measurements to be obtained, the seismograph measuring head ("transducer") must move as the ground moves, i.e. it must have full "ground coupling".15

At right is a photo of a Blastmate III blasting seismograph1, one of the most common models, manufactured by Instantel, in use. The silver gray transducer head at the lower right of the photo, which does the measuring, is sitting on top of the loose landscape rock and connected by the visible wire to the blue recording box. The blue box actually stores the data in its memory, much like a small computer. This instrument can, and should, also keep a paper tape backup record of the data as it is created, using its integrated printer on the left side of the blue control box. Although not seen in this example, blasting seismographs usually also have a microphone attachment which can be used to measure sound from the operations.

This photo should not be taken as showing a proper installation of the seismograph. There are numerous problems in this "professional" installation which contradict the seismograph Operator's Manual instructions and other guidelines set by industry and government groups. Sadly, such poorly carried out vibration monitoring is far too common in studies done in connection with construction.

Proper Installation and Use of Seismographs

Seismograph data can become significantly degraded in value or even meaningless if improperly acquired or if the seismograph is, seemingly at least, intentionally set up to avoid detecting vibration events which violate standards.  Seismograph installation should be done in accordance with operator's manual instructions and industry standards.10 While there is a substantial list of easily-observed elements involved in a proper and meaningful seismograph installation,9,10 some "errors" in installation are particularly detrimental to acquisition of meaningful data.

In one "professional" vibration monitoring example, the seismograph "trigger level" (that velocity of vibration above which the seismograph is caused to record a vibration event) was set so high (in some cases above 0.5 in/sec - ten times the recommended value10) that few events were recorded, even though the bridge expansion pile driving operation that was being monitored was routinely violating some or all U.S. construction vibration standards at the seismograph sites.

In another construction example in a different state, involving multiple damaged homes, seismograph installation was regularly done on top of loose rocks or even leaf piles by the vibration "professional", as shown in the photos near the top of this page and at left, preventing the three mounting spikes of the seismograph head from making full (or, in the installation at left, any) contact with the ground. This mode of installation directly contradicted Operator's Manual instructions for the seismograph use.9,14 In both these examples, the contractors used, and repeatedly exceeded, the inappropriate blasting vibration standards, rather than construction vibration standards - with assent from the vibration monitoring firm.

These and other kinds of gross "errors" in seismograph installation and use, while not present in every or even, necessarily, a majority of examples, occur often enough that it is wise to document every seismograph installation by photo or video and to check every bit of seismograph data obtained for evidence of such "mistakes". Since properly installing the seismograph and running it in accordance with operator's manual instructions and industry recommendations takes no more time or money than ignoring such guidelines, there is no justifiable reason why such errors should occur. For more on this topic, see the CVDG Pro's Vibration Data Analysis and Vibration Data Issues sections.

Memory Limitations of Blasting Seismographs

When installed properly, blasting seismographs are capable of providing accurate recordings of ground movement in blasting settings. However, most standard blasting seismographs are not ideally suited for monitoring construction vibration, due to limited internal event memory. The seismographs shown in the photos in the CVDG, in their standard configuration used, have a specified event capacity of "Up to 13 one-second events (1024 sample rate, four channels recording"1 in the Histogram Combo mode, employed for all recording on the project in which they were utilized. The capacity for events was substantially lowered from this number in most cases, because the seismograph was set to record for five seconds, not one.

Although the seismograph memory is usually more than sufficient for most blasting settings, construction work can, and did, generate far more vibrations than memory could hold. These often filled the seismograph event memory in under a minute in a road reconstruction job. As repeatedly documented in that project, the amount of memory normally present in many blasting seismographs is often grossly inadequate for recording waveforms for an entire day of construction work.

In that road reconstruction project, vibration events filled seismograph event memory hours before the end of the work day on 23 of 29 days for which seismograph data were produced (of 39 days monitored).8 For the partial data produced in that job, waveform events were available (although not all produced) for 297 events; insufficient event memory caused the loss of well over 1500 waveforms, as shown by ASCII export of the data for those histograms which were not "lost" by the vibration monitoring firm. Insufficient event memory means that, at best, very limited data will be recorded for many of the strongest construction vibrations, severely limiting the ability to draw meaningful scientific conclusions from such data and crippling the estimation of damage potential, even when the data are not "lost".

While some of the latest blasting seismographs have greater event memory that may be sufficient in some construction situations, most earlier generation seismographs in use today have this severe limitation. Considering that, in the road reconstruction mentioned several times in the CVDG, some days had over 400 seismograph events, even many of the modern seismographs will lack enough memory to record all construction vibrations. These seismograph memory limitations can be so critical in construction vibration settings, and so prejudicial in legal proceedings, that their impact is discussed in more detail on a separate page in the CVDG Professional Edition, Seismograph Memory Limitations.

Other Ground Vibration Measurement Instruments

Other kinds of instrumentation can also be used to detect and measure ground vibration and its effects on structures. These include accelerometers, displacement gauges and strain gauges. They provide different, but complementary, information to that provided by seismographs. While these other equipment types are valuable and used in scientific studies, they are rarely seen in construction or blasting site vibration monitoring nor are their directly-measured properties considered the best indicators of damage potential.

Recent advancements in sensor technology of cell phones and tablet computers, along with development of several software programs to access the sensors, have made it possible for homeowners and others to do their own basic vibration monitoring at very little additional cost and with minimal investment of time. The topics mentioned in this paragraph are discussed in more detail below.

Handling of Vibration Data

Once recorded, the data stored in the blasting seismograph memory are downloaded to a personal computer for printing and analysis with appropriate software. In the case of the Blastmate III seismograph shown above, the software for Windows® (screenshot at left) is called Blastware®, and can be obtained free from Instantel. Other manufacturers of seismographs make similar software available for their products.

Waveform report typeOnce the data are in the computer, the software can display chosen aspects of those data in various "reports" (see at right for one such report type), similar to database program reports. These reports can show the data in different, but complementary, ways. Although the reports generated by software from the manufacturers of different seismographs will differ in both name and overall appearance, they will mostly show the same data in much the same way. For the Blastware software, there are four major types of available reports for a given set of data. Images of a complete set of reports for one vibration or one day's monitoring at one location in a road reconstruction project are reproduced at right and below.

The waveform event report (as shown just above at right) shows the detailed characteristics of an individual detected vibration whose PPV is above the "trigger level" set for the instrument. Vibrations below the operator-set trigger level are not recorded. TMonitor loghe monitor log (as at left) lists the times of operation of the seismograph and the events above the trigger level detected (but only for those events occurring before memory fills). An FFT Report, which can only be generated for those vibrations for which waveform data have been recorded (i.e. not those occurring after memory full exits), FFT Reportgives a detailed plot of the entire velocity vs. frequency distribution of a given vibration (example at right). This report, often left out of vibration monitoring summaries, is critical because the potential for damage depends so strongly on vibration frequency (see Resonance/Fatigue). The histogram event report (see in the next heading below for an example) provides a graphical depiction of the general vibration levels during the entire run of the seismograph, as well as indications of the largest vibrations detected during the run.Historgram report The printed histogram does not depict all the histogram data taken by the seismograph. It only shows those intervals of data which can be fitted on the printed sheet. One must export the histogram data to ASCII, then examine them in a spreadsheet or database program to see the details.

Reading Vibration Monitoring Results

Construction companies and the vibration monitoring subcontractors they hire have a vested monetary interest in finding that vibrations are non-damaging to structures. Some of those obtaining or using vibration data may also be ill-prepared to understand the real meaning of vibration monitoring results (e.g. histogram at left). For these and other reasons, you may be the only person involved in a vibration damage claim who will take the time to read and analyze vibration monitoring results carefully. You should make time to do so, or, better yet, ask a qualified scientist to read and analyze them for you. Some of the problems you should look for are detailed on the CVDG Pro Vibration Data Issues chapter. Extensive additional information on vibration monitoring, report reading and analysis, interpretation and standards can also be found in the Construction Vibration Damage Guide, Professional Edition.

Analysis and Interpretation of Vibration Monitoring Data

Proper and careful analysis of vibration data is laborious and time-consuming, but essential. At right are shown just four of the over 50 pages of tables which I prepared, relating to the detailed analysis of the partial set of produced vibration data from one road reconstruction project. Each table looks at the same data in different ways and provides a view and analysis of different elements of the data. Virtually all of these views proved important in understanding what data were present and what they really said, versus what was claimed by the construction contractor, its insurance company, its lawyer, its vibration monitoring sub-contractor and the municipality sponsor of the project.12

For meaningful conclusions to be drawn from vibration data, they have to be properly obtained (i.e. following seismograph manufacturer and industry group instructions and recommendations), analyzed fully and interpreted correctly. All the data must be used, not just carefully selected parts, and they must form a consistent, or, at least, non-self-contradictory picture. Otherwise, the conclusions can have little or no scientific validity. Finally, such conclusions must be reported honestly with all supporting data behind each conclusion present in the report, so that others can compare the data and report text and judge the accuracy of the conclusions.

Vibration monitoring data analysis, interpretation, reporting and use is such an important and large area that many chapters in the CVDG Professional Edition are devoted to various aspects of these and related topics. For help in reading and understanding vibration monitoring data, read the CVDG Pro section, Vibration Data Reports. For more on possible problems to look for in analyzing the data, see the Pro version chapter, Vibration Data Issues. The CVDG Pro section, Vibration Data Analysis, has a much longer and more detailed listing of specific vibration monitoring issues. For detailed tips in analyzing the large amounts of vibration data generated in monitoring, see our CVDG Pro segment, Vibration Data Handling. Lastly, the CVDG Pro document, Vibration Data Analysis Steps, provides a comprehensive step-by-step procedure for doing thorough vibration data analysis, along with tips about what to look for in the analysis.

Vibration Standards and Their Proper Use

Even if vibration monitoring data can be read and understood, they won't be of much value in the absence of some independent, accepted means of linking them to the potential for causing damage. Because the mining industry has faced vibration damage claims related to blasting activities for many years, most of the data on structural effects of vibration, and standards for interpreting vibration data in that light, are based on studies done by or for the mining industry. Unfortunately, these blasting-related studies and standards, while often used by construction companies and state agencies to justify their positions, provide limited help in evaluating the potential for damage from construction vibration caused by heavy equipment.

Fundamentally, the reason for this is that blasting events differ dramatically from construction vibration. Blasting at a typical mine or quarry occurs perhaps once every day to every few days; it produces vibrations which last a few seconds at most (more typically, less than one second for the direct blast vibration). On the other hand, construction vibrations can go on for minutes, hours, days or even months. The diagram at right shows one of many examples where construction vibration repeatedly occurred and persisted at levels above the Federal Transit Administration construction standards (shown above) for minutes at a time. This difference brings into play resonance effects and amplification phenomena which are far less prominent or completely absent in most blasting environments.

A fundamental distinction between blasting runs ("shots") and construction vibration is explicitly acknowledged in USBM RI 8507, the basis for the frequently used OSM blasting standard:

"The damage probabilities realistically refer to numbers of homes being affected by a given shot rather than the number of shots required to damage a single home."3
"Safe vibration levels for blasting are given in Table 13... Implicit in these values are assumptions that the structures are sited on a firm foundation, do not exceed 2 stories, and have the dimensions of typical residences, and that the vibration wavetrains are not longer than a few seconds."4 (emphasis added)

Thus, use of blasting standards for non-blasting, long-lived construction vibrations is ill-advised and scientifically questionable. Of course, even well-motivated contractors may not think about or understand these differences between blasting and construction vibration. Proper use of vibration standards is a long and important topic which is investigated further in the CVDG chapter, Vibration Standards and in the CVDG Professional Edition.

Distance Makes the Vibration Become Lesser, ....

Vibrations die off with distance, although perhaps not as fast as most people would think. The lessening intensity with distance is the rationale behind what are called "scaled distance"  and similar vibration propagation calculations accepted and used by the mining industry to estimate vibration effects at distances other than those measured or using different amounts of explosives than those measured. The Federal Transit Administration's Noise and Vibration Manual (formally titled TRANSIT NOISE AND VIBRATION IMPACT ASSESSMENT) also provides a version of a "vibration propagation equation" and necessary parameters for that equation to calculate expected vibration intensities at various distances from different types of standard construction operations.5 This equation can be used, within its limitations, when no vibration data exist, but damage is done. The CVDG chapter, Vibration and Distance, provides an extended introduction to how vibrations move through the ground and how their velocities can be approximated using the FTA equation, along with some cautions about the proper use of such calculations.

Users of the FTA equation should note that the benchmark vibration velocities for appropriate uses of construction equipment given in that reference5 are indicated to be representative, not characteristic, of all such pieces of equipment or all methods of use of the equipment. Improper use or use of different equipment than that indicated in the standard could produce larger or lesser vibrations. Indeed, measurements of vibratory compactor vibrations in a road reconstruction project showed peak velocities more than a factor of three higher than those indicated in the referenced FTA table (as shown in the diagram at right). Vibration wave interference effects can also cause vibration calculations to be unreliable in specific instances.11 You will need distances from your home to the vibration sources for use in such equations. You can either measure them directly or use Google Earth's Ruler feature6 to get them from satellite photos of your home and its surrounding area.

...But It's Not That Simple

Simple distance-based calculations do not tell the whole story of damage potential. As vibrations move ("propagate") through the ground, their frequency distribution changes from a typical broad spread of high and low frequencies to what are referred to as "low frequency wave trains" (see USBM RI 85072):

"Thick soil overburden as well as long absolute (as opposed to scaled) distances create long-duration, low-frequency wave trains. This increases the response and damage potential of nearby structures."

The frequency of the vibration wave trains is close to the natural resonance frequencies of the house. At the resonance frequencies, vibrations in the house grow with additional vibrations, rather than dying out. Thus, distant vibrations with resonant components can be more damaging than vibrations which originate nearby, especially when they last for longer than a few seconds, as is typical in construction vibration. Vibrations which may not be damaging close to the site of their inception, may become damaging at larger distances (typically, a few hundred yards for blasting vibrations), even though they are less intense at the greater distance.

For that reason, having your house at some distance from the work may not guarantee vibration damage safety (see CVDG Pro for a more complete discussion of this topic) nor can distance always be used as a legitimate scientific argument against damage causation. In our own case, the largest single crack that we observed developed when the construction work was a block away, although the cracks and other damage became more numerous and widespread as work approached the house. As a rough guide, if you can hear the construction operations in the distance, there might be reason to be concerned in at least some circumstances,7 depending on what operations are being carried out, how they are being done and how effectively the vibrations are attenuated (i.e. decreased in velocity) by interactions with the ground as they travel. The role of distance in vibration damage is discussed further in the CVDG chapter, Vibration and Distance, and in the CVDG Pro chapters, Applying Vibration Standards and Calculating Vibration Amplitudes.

Locating and Using Blasting Seismographs

Vibrations can spread out in all directions from the source, but usually not equally so, for reasons discussed on the CVDG page, Vibration 101. Because the frequency distribution, intensity and interaction of vibrations with structures depend so strongly on distance and location, good vibration monitoring will use two or more properly installed and calibrated seismographs in tandem, one placed near the source of the vibration and one placed, perhaps, a hundred yards away. The second seismograph should be placed to avoid interference from vibrations from any additional operations going on at the same time as those producing the source vibrations of interest. Of course, the intensity (velocity) of vibrations at the distant seismograph will be lower, in the absence of vibrations from other operations, but the point of the second seismograph is to detect and quantify the low frequency wavetrains2, as discussed above. Their frequency distribution and duration are at least as important as their measured velocities (peak particle velocities, PPV's).

Vibration Monitoring Data Reporting

It is common in the field of vibration monitoring simply to quote the maximum PPV observed for a given time period, location or operation, with, perhaps, a single "zero crossing frequency" (a simple, but often inaccurate, approximation of the frequency of the largest vibration component - see Vibration Frequencies for more information) for the quoted vibration. While this simplistic approach may seem adequate to some, it has little scientific meaning or validity in the context of assessing potential for damage. As discussed on several of the CVDG pages, including Vibration Standards and Resonance and Fatigue, damage potential is dependent on both the maximum velocity of the vibration and its full frequency distribution.

tracked excavator drive-by vibration frequency spectrumMany types of construction vibration, particularly those resulting from impact (pile-driving, dumping of large rocks, etc.) or impact-like events (tracked heavy equipment "drive-bys"), have broad frequency distribution spectra (velocity vs. frequency plots) (e.g. see tracked excavator drive-by vibration frequency spectrum at right). These show significant intensity at the resonant frequencies of homes, even if the peak frequency and PPV of the vibration may not be of any special concern. Such broad spectrum vibrations cannot be adequately or appropriately described by a single frequency PPV, nor can their risk potential be predicted meaningfully by using such a simple-minded approach.

Thus, simple quotations of PPV's, even if accompanied by the zero crossing frequency, can be misleading and are of little value in estimating damage potential. One must take into account the complete frequency spectrum of the vibration, as derived from FFT analysis. Sadly, most vibration data are reported as single zero crossing frequency PPV's, lacking any frequency spectrum analysis whatsoever. In all too many cases, FFT analysis of the frequency composition is not even possible, due to early filling of inadequate seismograph event memory with waveform data.

Vibration monitoring reporting quality frequently is so deficient that the provided information fails to support adequately any scientifically verifiable and meaningful conclusions, despite guidance provided in various publically available standards, documents and regulations to aid in preparing proper and defensible reports.13 In my experience, it is rare, indeed, to encounter a "professional" vibration monitoring report which meets even basic scientific reporting standards. These issues are further explained and developed, with actual construction vibration examples, in the CVDG Pro pages, Seismograph Memory Limitations, Reporting Vibration Data and Vibration Signatures.

Should I Allow Vibration Monitoring?

You may well get a request to allow monitoring on your property during a construction job, or the technician may simply install a seismograph your property without permission, as was done routinely in the case with which I am most familiar. You should think through whether or not you wish to allow vibration monitoring on your property. Your best aid in making such a decision is to find out as much as you can about any previous monitoring done on the project, prior to the request to you. It is probably wise to delay granting permission until you have seen and analyzed any previously generated reports and data, with an eye to the possible mistakes that can be made in vibration monitoring (CVDG Pro). Since the vibration technician probably works for the contractor, you can expect that any errors made in seismograph setup, use procedure and data interpretation will favor the contractor and/or project sponsor. Whether problems exist or not, delaying a decision on allowing monitoring is about the only leverage you will have in getting the monitoring data, short of filing a lawsuit.

If you don't allow monitoring, you may not be able to stop monitoring in the public right-of-way portion of your yard (i.e. that part of your yard bordering the street, reserved by ordinance for street or sidewalk expansions - example of such an installation at right). If monitoring proceeds anywhere in your yard or immediately adjacent to it, you are highly advised to videotape or photograph each and every installation of the seismograph, noting the time of installation and removal, to the extent you are aware of them. Your record may well be the only reliable documentation of the way the monitoring was done.

Vibration monitoring done on behalf of contractors can be so variable, both in execution (note "professional" installation at left for a good example of how not to install a seismograph properly) and interpretation, that it might be highly advisable to do your own vibration monitoring, as a check on the contractor monitoring. That may be beyond the financial capability of most homeowners. You can easily spend $10,000 or more to buy a seismograph vibration monitor or hire someone to perform the monitoring using a seismograph. However, recently this picture has, at least in principle, changed dramatically.

Do-It-Yourself Vibration Monitoring

Many modern cell phones and tablet computers have an entire suite of sensors, including acceleration sensors and a GPS location sensor, which can be accessed by software ("apps") to turn the phone or tablet into a do-it-yourself vibration monitor (see example at right, using a small, generic tablet running a free vibration monitor app). If your cell phone screen automatically changes its orientation from portrait to landscape mode as you rotate it, chances are it has acceleration sensors (at a minimum). With small tablet computers available for as little as $30 US and cell phones with similar capabilities just about everywhere, anyone experiencing or concerned about construction vibration should seriously consider investing that relatively small amount of money to use the tablet or a phone as a mini vibration monitor.

Currently, the sensitivity of the device accelerometers is limited to 0.01-0.02 g (i.e. that fraction of the Earth's vertical gravitational acceleration), about the same as typical vibrations caused by construction equipment. However, this sensitivity is adequate both to detect and measure the most damaging atypical vibrations (e.g. those associated with pile driving and vibratory compaction done too close to structures). It is also possible to use a mobile device or laptop computer as a data acquisition tool coupled to a factor-of-ten more sensitive external accelerometer. While more expensive (under $1000 total), such external accelerometers can measure the entire range of heavy equipment-caused vibrations of interest in possible damage situations - at a small fraction of the cost of a seismograph.

To learn more about smart phone and tablet computer sensors and how to use a phone or a tablet to do your own monitoring, read the DIY Vibration Monitoring chapter of the CVDG PDF versions and the much more extensive how-to information on this topic in the CVDG Professional Edition.

1. Blastmate III Operator's Manual, p. 1-1, p. A-4
2. Structure Response and Damage Produced by Ground Vibration From Surface Mine Blasting, USBM RI 8507, pp. 5-6
3. Ibid., USBM RI 8507, p. 59
4. Ibid., USBM RI 8507, p. 58
5. Federal Transit Administration's Noise and Vibration Manual
, p. 12-11 - p. 12-12
6. Google Earth is an invaluable computer program, available for free download from
http://www.google.com/earth. It provides satellite photos of almost the entire planet, at a resolution of a foot or so for most populated areas. You simply type in an address to find the most recent photo of that address. Historical imagery is also accessible from the program. Such photos are an excellent way to determine distances over the ground, using Earth's Ruler feature. You can even get distances over curved paths using Earth.
7. This rough guideline is comparable to that suggested in the
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)), "The recommended screening distance for potential vibration effects is 500 feet for all but blasting activity... If blasting is involved, no maximum distance is recommended."
8. Seismograph memory limitations become unimportant if the contractor and the project sponsor simply refuse to produce their vibration data - or do so under Court order in an obviously selective manner. From my personal experience and based on many similar reports from people all over the world, I conclude that such refusals by contractors are common. They are usually legally insupportable in the U.S. Since favorable data are helpful to the contractor in avoiding expensive litigation, it can reasonably be assumed that refusals to produce data or selective productions reflect the existence of at least some unfavorable data (i.e. ground velocity data in excess of properly applicable standards). Getting the vibration data by request or subpoena may be one of the best reasons to seek help from an attorney when large claims for damage are involved. It also provides motivation for doing one's own monitoring, as described in the free CVDG PDF version page, DIY Vibration Monitoring.
9. BlastMate III Operator Manual, pp. 3-2, et seq.
10. ISEE Field Practice Guidelines For Blasting Seismographs, Society of Explosives Engineers, Inc., 2009
11. In one example of vibratory compaction of asphalt during a road reconstruction job, one house experienced vibrations which were measured at 0.315 in/sec, in violation of the FTA Class III standard for timber-framed homes. Another, a few minutes later, measured with the same seismograph slightly further up the same street and essentially the same distance away from the paving operation, had a measured vibration of 0.660 in/sec, over a factor of two higher and in violation of all FTA vibration standards and the USBM RI 8507 blasting recommendations for homes with plastered walls. It is likely that these differences were due to vibration wave interference effects. This is a good illustration of the potential hazards (both scientific and structural) of indiscriminate use of scaled distance or other vibration propagation calculations in construction settings.
12. Every conclusion offered in the vibration monitoring tech's reports to the contractor was directly contradicted by the selected data he included within those same reports. This example is an illustration of why one must get the actual data from vibration monitoring and do one's own analysis.
13. See, for example, Mechanical vibration and shock — Vibration of fixed structures — Guidelines for the measurement of vibrations and evaluation of their effects on structures, ISO 4866, pp 12-14; 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, Chapter 11; OSMRE Blasting Guidance Manual, Michael F. Rosenthal and Gregory L. Morlock, 1987, p. 101, et seq.; and OSM Blasting Performance Standards, 30 Code of Federal Regulations, Sec. 816.61, Sec 816.68
14. The seismograph shown in the photo was placed on top of this leaf pile on five different paving days during this road reconstruction work. After its completion, the leaf pile and the landscape rock under it were excavated by hand. Not a single hole in the underlying landscape cloth was found, indicating that the transducer mounting spikes had never entered the ground in any of the five installations.
15. For a discussion of the impact of poor ground coupling in seismographic measurements, see Measurement of Blast-Induced Ground Vibrations and Seismograph Calibration, Mark S. Stagg and Alvin J. Engler, United States Bureau of Mines Report of Investigations 8506 (USBM RI 8506), 1980, p. 21, et seq.

This is a chapter from the Construction Vibration Damage Guide for Homeowners (CVDG), a 100+ page free document with over 200 color photos, diagrams and other illustrations. It is available at http://vibrationdamage.com as a series of web pages or in full, web navigation and ad-free, as a downloadable PDF document, 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 Dr. 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.


 Home Up Contact Us Vibrationdamage.com Contents CVDG Overview CVDG Pro - Overview Order the CVDG Pro Information Download Site Policies About

Send e-mail to drzeigler@vibrationdamage.com with your questions or comments about this web site.
www.vibrationdamage.com,  ©Copyright 2013-2018 John M. Zeigler
Last modified: 04/12/18