Vertical Access Receives Lucy G. Moses Preservation Award

On April 27, 2011 Vertical Access was presented with a Lucy G. Moses Preservation Award from the New York Landmarks Conservancy in recognition of contributions made to preservation efforts on the facade of  the Surrogates’ Court- Hall of Records, 31 Chambers Street building in NYC.

The Moses Awards are the Conservancy’s highest honors for outstanding preservation efforts named for a dedicated New Yorker whose generosity benefited New York City for over 50 years. Mrs. Moses’ many gifts to parks, hospitals, schools and cultural institutions are a record of caring and commitment that will live for generations.

NDE on a Rope

by Kelly Streeter, PE

I joined Evan and Keith at the Confederation Building in Newfoundland in May to complete a nondestructive evaluation pilot project designed to challenge our conclusions from our hammer sounding study of the limestone units. While in some cases it may be easy to detect delaminations by hammer sounding alone, the variable installation details at the Confederation Building made it very difficult to confidently predict by ear whether or not a stone “sounded” delaminated.

Delaminated stone used for calibration - on the ground

By using ultrasonics we were able to evaluate the stone’s response to a hammer hit in both the time domain and the freqency domain.  As Evan mentioned in his post, we had the added advantage of easily-accessible, known-delaminated and known-sound units which had already been removed for the renovation of the building’s west wing.    Not only were these units easily accessible, we could clearly see the delaminations in some of these removed units.  We tested those first to calibrate our observations.  It was fairly easy to see the multiple reflections from the delaminated stones, marked with arrows in the plot below, as opposed to the one clear reflection from the sound stone.

We then plotted the power spectral density, or PSD of the recorded hammer hit.  The PSD allows us to convert the power of a signal, as measured over time, into the frequency domain, showing us clearly in numerically and visually (on a graph) what our ear is trying to parse out.  Using this method we can analyze the way the frequency content changes from one stone to another.

The calibration went very smoothly. We found that we could easily identify the differences in both the time and frequency domain plots between the sound and delaminated stone units. We took these observations to the wall to test two different areas on the tower.

And then came the hard part.

Completing Ultrasonic testing - on the wall

It was a challenge (to put it lightly) to manage the rope access equipment, the tablet computer and the hammer and receiving transducer and all of the associated cables.  I found myself wishing I had two more arms.

Another significant challenge was the weather. We had to battle the frequent, low-level mist and rain throughout our visit. I was attempting to get the data but not expose the electronics to excessive moisture.

In the end, it was an excellent and rare opportunity to apply different nondestructive evaluation theories derived for more modern structural materials like concrete and pavements, to dimension stone. We discovered that we could quite easily detect delaminations once we had calibrated the equipment to a known condition.

At the Edge of a Continent

Imagine what the Norse sailors who first settled the site now known as L’Anse aux Meadows in Newfoundland must have experienced traveling across the Atlantic Ocean 1,000 years ago; or what the English explorer John Cabot felt when he purportedly landed on Newfoundland at the end of the 15th century. These sailors, venturing west from northern Europe, found the edge of a new continent. While a four-hour delay on the outbound flight and a cancelled return flight are hardly hardships compared to what these early explorers suffered, they do make one realize that St. John’s, only three hours from New York City by airplane, is still an insular and isolated place.

Cape Spear Lighthouse, photo by Keith Luscinski

Following Cabot, explorers from other European countries landed on the shores of Newfoundland, and in 1583 Sir Humphrey Gilbert declared the island to be a colony of England. Although France was granted land rights to parts of Newfoundland in 1713, the island was effectively a British colony until 1907 when it acquired dominion status. Finally, a tightly contested referendum held in 1948 determined that Newfoundland, together with Labrador to the north, would become a province of Canada.

Quidi Vidi Lake, photograph by Keith Luscinski

The Confederation Building, constructed in 1959-60, was built to house the Newfoundland and Labrador House of Assembly as well as other government offices for the newly established province. The building consists of an eleven-story tower with three to five story wings on three sides of the tower. The exterior is mainly clad in brick, with St. Marc (Quebec) limestone used at the parapets and window surrounds.

Confederation Building with west wing under scaffold for renovation and Kelly at top of tower

Exterior renovations began in the fall of 2009 to address the deterioration of the window systems and masonry cladding. With work at the west wing ongoing, Vertical Access was retained by Erik Jokinen to assist with the investigation of the limestone on the tower. During three days of field work this week, Vertical Access technicians Keith Luscinski and Evan Kopelson performed a hands-on inspection of the upper areas of the tower, documenting masonry conditions and hammer sounding over 1,000 limestone units. Kelly Streeter joined Keith and Evan for two days on site to perform a pilot study on the use of acoustic emission as part of the investigation.

Evan with St. John's and Atlantic Ocean in the background

A key question in the study was how to identify blind delaminations that may not be visible on the exterior surface of the stone and are difficult to detect by traditional hammer sounding. As part of the pilot study, acoustic emission, a nondestructive techniques based on ultrasound, was applied to stone units previously removed from the west wing of the building. Both sound units and units with visible delaminations were tested in the pilot project setup. Following calibration of the testing procedures to the specific stone used on the Confederation Building and type of delamination encountered, Kelly performed ultrasonic testing at two areas of limestone at the top of the tower. Initial results are promising in being able to identify blind delaminations based on the frequency pattern of the acoustic emission. Also evident from the pilot study is the need for careful calibration to the specific conditions likely to be encountered.

Kelly performing ultrasound testing on south facade

Vertical Access presents at International Facility Management Association Facility Fusion 2011

Vertical Access Technicians inspecting the tower of Gasson Hall in 2006.

At the end March, Vertical Access partner Evan Kopelson was a co-presenter at the International Facility Management Association’s (IFMA) Facility Fusion conference with Wendall Kalsow of McGinley Kalsow & Associates and Ivan Myjer of Building and Monument Conservation.  The three presenters discussed the team’s systematic approach to Architectural Preservation at the Boston College Campus, focusing on the restoration of the school’s main building, Gasson Hall. The team has worked together on the investigation of five buildings at Boston College, beginning with Gasson Hall in 2006 and continuing with Bapst and Burns Library, St. Mary’s Hall, Devlin Hall and Lyons Hall. With the investigation of each of these buildings, Vertical Access’ role has been to gain hands-on access to all areas of the buildings and perform unit-by-unit documentation of existing conditions using TPAS. The data collected by VA was then evaluated by McGinley Kalsow and Ivan Myjer to prepare treatment recommendations and assist Boston College with prioritizing future capital repair projects.

Mike Gilbert inspecting masonry conditions at St. Mary's Hall in 2007

IFMA is a member-based organization comprised of facility managers and professionals who provide services to them. The Facility Fusion 2011 conference in Boston included three days of presentations, inspiring keynote and power lectures and an exhibition area with product and service vendors.

You can view and download a  pdf of the presentation here: IFMA presentation 8.06 021811

New Jersey Considering Facade Legislation

Two new bills were introduced in the Senate and Assembly in New Jersey last month proposing the requirement for periodic inspection of exterior walls of certain buildings.

Bill A-3895 (Diegnan/Amodeo) and Bill S-2771 (Norcross/Kean, S.) are strongly based on Philadelphia’s new facade ordinance and each recommend phasing required inspections and reports on the construction date of the building.

The Assembly Housing and Local Government Committee will meet on Thursday, May 5, 2011 at 2:00 pm in Committee Room 16, 4th Floor, State House Annex, Trenton, NJ.

The Senate committee meeting on 5/12; time and location to follow.

ANSI Z359.9 – Committee on Descending Devices

Kelly Streeter traveled to Boulder, CO during the week of March 21st to participate in the semiannual meeting of the American National Standards Institute (ANSI) Z359 Committee on Fall Protection. Vertical Access has been an active member of the Z359.8 subcommittee, which addresses Rope Access work practices, for more than 5 years. During the last meeting in November of 2010, Kelly was elected as the chairperson of the Z359.9 subcommittee on descending devices.

The Z359.9 subcommittee is lucky enough to have an excellent seed document from the Canadian Safety Association (CSA), which adopted the ISO 22159 Descending Devices document, with a few significant changes. The mandate of the subcommittee is to review the ISO document and to edit, where necessary, to reflect the ideal environment of equipment manufactures, testing and work at height in the United States.

The ISO document identifies eight different types of descenders by characteristics such as the presence or absence of an integral line or a panic brake. Whereas the CSA opted to exclude certain types of descenders, the ANSI subcommittee is hoping to include all of the types of descenders that are currently being used in general industry today. This community is wide and varied and includes consultants investigating and documenting buildings and structures, window washers, arborists and workers in both traditional and emerging power generation industries as well as in many general industry rescue applications. Our goal is to ensure that the testing requirements for individual devices and the training requirements for each type of device are specified so that workers can continue to descend safely in the workplace.

During our meeting in March we identified next steps.

  • It was decided that a sub-sub committee would be created to concentrate on reviewing the 56 pages of testing specifications currently in the document.
  • Editorial work will be completed so that units reflect the ANSI specified units of measure.
  • Other subcommittees will be consulted to ensure that any conflicts between the Z359.9 subcommittee and other subcommittees (specifically Z359.2 on training and Z359.4 on rescue) are identified and resolved.

Our next conference call to discuss progress on these tasks is on May 18th at 1pm EST. If anyone is interested in joining in, please contact Kelly Streeter.

Vertical Access Top 10 of 2010: Project 10 – Popolopen Creek Bridge, Fort Montgomery, NY

Now that spring has arrived and flowers are starting to bloom in upstate New York, we can look back at one of our interesting winter jobs with some fondness. On the last three days of 2010, Vertical Access technicians Mike Gilbert, Keith Luscinski and Evan Kopelson found themselves working below the Route 9W bridge over the Popolopen Creek, a tributary to the Hudson River near Fort Montgomery, NY.

Poplopen Creek Bridge from north


The bridge is a steel truss bridge supported by concrete piers and abutments, built in 1915 and widened in 1935. VA was retained by WSP Sells to take core samples from three faces of the 1915 portion of the concrete pier at the north end of the bridge. As part of the sampling, VA also performed in situ carbonation testing. Following removal of the samples, VA packed the openings at the sample locations with non-shrink grout.

Working on the bridge in the middle of winter posed several logistical challenges. Two days before work was scheduled to start, a storm left 12 inches of snow in the Fort Montgomery area, one of a string of snow events that passed through the northeast last winter. Although the road deck had been plowed the day before site work started, the sidewalk on the east side of the bridge had not. We had planned on using the sidewalk area for staging, and needed to cart a generator, rigging gear, the coring tools and other equipment 100 yards down the sidewalk to get it into and out of place each day. Heroically, Keith spent the evening before the coring work started shoveling the sidewalk to clear a path to the staging area.

North Pier of the Popolopen Creek Bridge


Another challenge was working with a water-fed coring drill in temperatures that fell below freezing each night. Two fifty-five gallon containers were rolled along the bridge sidewalk each day and hoses were lowered from the barrels to the coring drill. To prevent water from freezing in the hoses, nozzles and fittings, this equipment was brought into the hotel room at the end of each day.

Keith core drilling at the north pier of the Popolopen Creek Bridge


Although the weather and site conditions seemed daunting at first, the days became warmer and the coring work progressed over the three days. Finishing up as dusk settled into the Hudson River Valley, we were able to get back to Ithaca before the turn of the new year, and Keith was able to celebrate the last few hours of his birthday at home.

Sunrise over the Hudson River

Read about Project 1: Union Theological Seminary Brown Tower
Read about Project 2: University of Buffalo Alumni Arena
Read about Project 3: United States Capitol Dome
Read about Project 4: Boston College Burns Library Tower
Read about Project 5: Mayo Clinic Gonda Building
Read about Project 6: Convent of the Sacred Heart School
Read about Project 7: The Galleria
Read about Project 8: Milwaukee Federal Building
Read about Project 9: Toronto Union Station

Vertical Access Top 10 of 2010: Project 9 – Union Station, Toronto, ON

Toronto Union Station Great Hall

The Toronto Union Station is a grand monument to the age of railroad travel, which continues to serve as a major transportation hub both for local commuting lines and international inter-city travel. Located in Toronto city center, the railroad station was designed by Ross & Macdonald, a Montreal architecture firm with connections to Carrière and Hastings. Construction commenced in 1914 and the station was officially opened in 1927. Incorporated into the Beaux-Arts building are barrel vault ceilings by the Guastavino Company, including the coffered vault of the “Great Hall,” which measures 250 feet long by 84 feet wide and rises 88 feet above the floor at its apex. In 2009, the City of Toronto began a wide-reaching revitalization project that includes improvements to the railroad services, pedestrian traffic and retail facilities in the building.

Toronto Union Station coffered ceiling

Working with NORR and the Montreal-based architecture firm of Fournier, Gersovitz & Moss Architectes Associés, Derek Trelstad of Robert Silman Associates, Eric Jokinen of Jokinen Engineering Services and Kent Diebolt of Vertical Access were on-site in November 2010 for a close-up examination of a section of the Guastavino barrel vault in the Great Hall. The team examined the coffered face of the ceiling as well as the barrel vault exposed in the attic of the structure. The purpose of the investigation was to better understand the construction of the barrel vault and identify any fault patterns and conditions, at the small representative area, that should be planned for as part of the station revitalization.

Coffered ceiling detail

Read about Project 1: Union Theological Seminary Brown Tower
Read about Project 2: University of Buffalo Alumni Arena
Read about Project 3: United States Capitol Dome
Read about Project 4: Boston College Burns Library Tower
Read about Project 5: Mayo Clinic Gonda Building
Read about Project 6: Convent of the Sacred Heart School
Read about Project 7: The Galleria
Read about Project 8: Milwaukee Federal Building

Vertical Access Top 10 of 2010: Project 8 – Milwaukee Federal Building, Milwaukee, WI

Quinn Evans working on aerial platform at Milwaukee Federal Building

In October 2010, Vertical Access performed a hands-on investigation of the tower of the Milwaukee Federal Building to identify potentially unsafe conditions and document existing conditions at the granite exterior using TPAS. VA used industrial rope access techniques to perform its investigation of the tower of the building, while Quinn Evans Architects used an aerial platform to access the lower portion of the building. This project was of particular interest for Vertical Access because it was the third federal courthouse and post office building from the late 19th century that we have worked on in recent years, after Brooklyn Post Office and Courthouse and Erie Community College, which was originally built as the main post office for Buffalo, NY.

Mike and friend on the Milwaukee Federal Building tower

The Milwaukee Federal Building was designed as a United States Courthouse and Post Office by Willoughby Edbrooke, who was Supervising Architect for the United States Treasury Department from 1891 to 1892. The original portion of the building was constructed between 1892 and 1899, with an addition added to the south in the 1930s. The lower portion of the original building is five stories tall, with gabled roofs and dormers and large arched openings at the entrance below the tower. The granite at the tower and other portions of the building is purportedly from quarries near Mount Waldo in Frankfort County, Maine. These quarries produce a coarse-grained, medium gray granite and also furnished stone used in the construction of the main post office in Cleveland, Ohio and the United States Mint in Philadelphia. The 210-foot tall tower rises from the center of the north façade. Like the rest of the building, the ornament of the tower reflects the Richardson Romanesque style of the original design.

Read about Project 1: Union Theological Seminary Brown Tower
Read about Project 2: University of Buffalo Alumni Arena
Read about Project 3: United States Capitol Dome
Read about Project 4: Boston College Burns Library Tower
Read about Project 5: Mayo Clinic Gonda Building
Read about Project 6: Convent of the Sacred Heart School
Read about Project 7: The Galleria