About Amerisurv| Contact    
Magazine | Newsletter    
Flickr Photos | Advertise    
HomeNewsPhotosNewsletterCommunityStoreJobsAuthorsHistoryArchivesVideoSubscriptionsBlog
 
advertisement


Subscriptions
 
Continuing Series
     RTN
Network corrected real-time is a technological approach to high precision GPS/ GNSS positioning that has been theorized about, studied, experimented with, and implemented in various academic, scientific, and commercial forms for nearly a decade.
Click Here to begin the series,
or view the Article PDF's Here
Test Yourself

Got Answers?
Test your knowledge with NCEES-level questions.
  Start HERE
Meet the Authors
Check out our fine lineup of writers. Each an expert in his or her field.
Sponsored By


Partner Sites

symbianone
lbszone.com
GISuser.com

Associates

ACSM
GIA
ASPRS

newsnow 

Home arrow Archives   The American Surveyor     

David Rittenhouse Telescopic Theodolite Print E-mail
Written by Jeffrey D. Lock   
Tuesday, 11 December 2007

A 2.264Mb PDF of this article as it appeared in the magazine—complete with outrageous images—is available by clicking HERE

As a researcher and restorer of 18th century Colonial surveying instruments, I deal primarily with the artistically crafted surveying compass. These instruments often have beautifully executed engraving, combined with technologically advanced workmanship for their generation. They stand out from the later instruments of the mid-19th century where mechanical repetition produced functional instruments devoid of the spark of artistic creativity.

While visiting a collector with whom I had corresponded, I inspected an instrument which appeared to be beautifully engraved but also, at first glance, gave the impression of having the ends of the main arms cut off in a most unceremonious manner. How could one do this to such an artistic instrument? To make matters more disconcerting, the instrument was signed, "Rittenhouse, Philadelphia." (Figure 1)

I was given the instrument to study and it became obvious by the level of engraving and craftsmanship that this was, as I had suspected, the work of David Rittenhouse, the elder. A complicating factor was that David's brother Benjamin, also an instrument and clock maker, had a son named David, and two compasses by the nephew have turned up signed "David Rittenhouse, Philadelphia." The difference in workmanship between the senior David, the elder, and his nephew's instruments is quite obvious when compared together. (Figure 2). David, the elder, was the accomplished astronomer who, in documenting the Transit of Venus in 1769, established his reputation as a world-class astronomer, mathematician, clock maker, and instrument maker. The fact that this instrument was indeed the work of the master, David Rittenhouse, made the cut-off arms even more of a travesty. After the shock wore off and I began the initial study of this seemingly defaced masterpiece, I was able to identify characteristics that made it clear this was no ordinary surveyor's compass.

Underneath the compass box there was a large, full-circle ring gear (Figure 3) as well as a second gear-drive assembly on the socket that would permit the entire unit to be precisely rotated up to 45 degrees (Figure 4). I was quite relieved to find, after closer inspection, that the apparent cut-off ends of the main horizontal arms were in fact remnants of opposing verniers that were originally pinned to the ends of the fiducial North/ South arms of the compass (Figure 5). The remnants of these arms carried the partial engraving of the vernier scale that made it obvious this was no typical surveyor's compass (although even an ordinary surveyor's compass by David Rittenhouse, the elder, is quite rare; at this date only seven examples have been recorded). It became clear this was in fact the central compass and arms of a theodolite and is the only one known to have been built by this esteemed maker.

As I sat there, astonished at the historical importance of exactly what it was that I had in my hands, the most amazing fact was yet to come. As I explained to the collectors what they had in their collection, going through all the mechanical details of its construction, one of the owners made the casual comment "...wait, we also received a small telescope when we purchased it years ago." Envisioning a small, hand-held telescope that might have been included as part of the transaction, I really was not expecting to be any more impressed than I already was. To my amazement the owner reappeared with a small telescope mounted on a semi-circular vertical arc, with a scale obviously engraved by the hand of David Rittenhouse. This telescope and vertical arc assembly fit precisely into pinned holes in the North/ South arms of the compass. (Figure 6) Not only did I have in my hands the only gear-driven theodolite by the esteemed maker, David Rittenhouse, but with the introduction of the telescope assembly it was now elevated to one of the most important historical finds of this field in recent memory.

The owners agreed to let me take the compass and telescope for further study. I would propose a mock-up of what the finished instrument would have looked like, allowing them to consider the reconstruction of the missing pieces and returning the theodolite to its original configuration.

To properly return the instrument to its original design, it was necessary to produce the following:
1) Horizontal circle divided and engraved in the correct David Rittenhouse style with an integral pinion drive assembly to engage the existing horizontal ring gear on the compass body.
2) Reconstruction and division of the missing vernier ends which surprisingly had each of the opposing verniers divided to a different scale, 20 divisions on the vernier to 19 degrees on the horizontal circle on one end and 20 divisions to 21 degrees on the other.
3) Construction of four sight vanes, two on the horizontal circle and two for the alidade when the telescope was not used. I would like to thank Steve Turner at the Smithsonian for his help in photographing and measuring the sight vanes from an identically signed compass in that institution's collection.
4) Construction of a fully articulating, rack and pinion drive Jacob's Staff Adapter to fit the original socket and for future use with an 18th century tripod.

By studying the only other similar Colonial instrument of which I was aware, one produced by Benjamin Chandlee (father of Goldsmith Chandlee) that is located at the American Philosophical Society in Philadelphia, it was obvious that the Chandlee instrument would be helpful for proportions and dimensions. During the 18th century, English makers constructed theodolites of this configuration and an English example was perhaps studied by David Rittenhouse as an initial concept for this particular theodolite. Some of the English instruments had replaceable telescopes, as well as sight vanes for the moveable limbs. The telescope would be used to read vertical angles. When only horizontal angles were to be read, the telescope would be removed and two sight vanes were put in its place on the horizontal arms (Figure 7). Due to the scarcity of brass in the colonies, most Colonial theodolites of the 18th century were much smaller, having horizontal circles in the 6"­7" range (Figure 8) unlike this David Rittenhouse and the Benjamin Chandlee discussed earlier, which are in the 11"­12" range, similar to the English examples.

The telescope was an amazing example of optical work. At a diminutive length of 9", it had incredible clarity and a focusing range from 8 feet to infinity. The image was non-erecting and upon disassembly revealed the provision for internal, adjustable cross hairs (Figure 9).

I began fabrication of the horizontal circle by constructing a mock-up plate out of aluminum, which was chosen over the much harder brass. Once the proportions of the aluminum horizontal plate "looked" right, e.g., the relationship of the number of spokes, their width, as well as the width of the outer circumference allowing for the eventual dividing and engraving of numbers, I began to cut the final plate out of brass. By fabricating a depthing tool specifically for this project, I was able to measure the correct dimensions for the distance between the new pinion gear and the original ring gear on the underside of the compass (Figure 10). With helpful advice from David Todd, a clock specialist from the Smithsonian's National Museum of American History, I was able to accurately space and shape the pinion teeth to obtain the proper "mesh" and, therefore, the smooth rotation of the compass body over the horizontal circle (Figure 11).

The placement for the graduated scale was computed from the angle of the compass alidade ends. Once established, the circle was divided in a manner commensurate with 18th century techniques. The numbers on the horizontal plate were engraved in the same David Rittenhouse style as found on the needle ring of the original compass (Figure 12). New thumbscrews were fabricated using the original threaded holes in the compass body to duplicate the original diameter and threads per inch.

The aspect of fabrication that proved to be the most challenging was the construction of the vernier ends and division of the scales that were to be located at each end of the North/South arms of the compass body. This task of fabrication and division was aided by the fact that there remained portions of the engraved vernier divisions on the original alidade ends. By projecting the 15-0-45 scale divisions at the ends, the layout of the individual marks was possible. Once completed, the new vernier ends were re-pinned to the ends of the original alidade (Figure 13). This step of the restoration was more complicated than first expected because, under no circumstances, could I allow my restoration work to disturb the beautiful, original patina of the compass body. I had to devise a method of drilling the new vernier ends using the original holes in the compass arms, installing pins, and peening them over in preparation for a final filing as close to flush with the original surface as possible, being always careful not to scratch or mar the original surface in any way. Figure 14 shows the final result.

The accuracy and longevity of any theodolite is directly proportional to the size and construction of the bearing surface between the rotating compass, alidade assembly, and the horizontal circle. The bearing on this particular instrument by David Rittenhouse is the largest I have ever come across, measuring a little more than 2.5" in diameter, which is guaranteed to maintain the accuracy of this rotating assembly for generations. A great deal of time was spent lapping the internal tapered bearing surface of the new horizontal plate to the existing tapered bearing on the compass/alidade assembly. This assured parallel rotation to the compass/ alidade assembly is absolutely necessary for the proper sliding clearance of the new vernier ends.

All of the replacement pieces that were fabricated, the four sight vanes and vernier ends, as well as the large horizontal circle, were signed and dated for historical documentation (Figure 15). Once all the mechanical fabrication had been completed, as well as the engraving and divisions, the new pieces were patinated to match the original brass as closely as possible (Figure 16).

One note of explanation regarding the standards adhered to on the restoration of this instrument: Nowhere was any modification made to any of the original parts of the instrument. In all cases the newly replicated pieces were either screwed to original holes maintaining the original thread pitch and diameter of the threaded holes or pinned to original tapered holes in the instrument. In the case where there was a chip at the end of the original alidade, the most expeditious repair would have been to braise additional brass to fill the chip and file the area back to its original taper and dimensions. Taking care not to disturb the original alidade, the new vernier end instead was braised and finished in such a manner to fill the chip on the original alidade by adding material to the new vernier end. The chip was then closed once the vernier end and the alidade were pinned together. Total photographic documentation was maintained throughout the entire restoration and the replicated pieces were signed and dated by bold engraving prior to patination.

As the final assembly of the replicated pieces with the original sections began to dovetail together, the amazing intricacy and beauty of this once spectacular instrument began to unfold. Once again we may admire this impressive mechanical and artistic artifact by one of the colonies' finest craftsman and genius of the 18th century, whose name is not well known outside of the scientific community. My only hope is that David Rittenhouse would approve of my restoration.

The number of instruments documented as being constructed by David Rittenhouse in either Norriton or Philadelphia is very limited. If one studies his notes, it is clear that he was not interested in the repetitive construction of instruments based on the same design, instead he sought out the challenge of mastering difficult projects. It is a well-known fact that he was employed to help with the extension of the Mason Dixon Line, as well as establishing several other state boundaries. The sophistication that is inherent in the design and construction of this instrument obviously benefitted from the fact that David Rittenhouse was an exceptional surveyor as well as instrument maker. This rare combination of skills produced a consistent output of extraordinary instruments.

This instrument, along with others from the Colonial period, is currently on display at the Museum of the American Philosophical Society, Philadelphia, in an exhibition titled: "Undaunted: Five American Explorers, 1760-2006." The exhibition, which will run until December 2008, will include selective instruments, paintings and drawings, maps, charts, photographs, and ship models, presenting the explorers in the context of their discoveries and studying the methods of documentation of their important contributions.

Drawing on more than 30 years' experience in the restoration field, Jeffrey Lock has focused on colonial instruments from the 18th century and the techniques that were used for their construction. His continuing research has uncovered unusual instruments that will be discussed in future articles. Additional articles can be found on Jeff's website, colonialinstruments.com. All images © Jeffrey Lock

A 2.264Mb PDF of this article as it appeared in the magazine—complete with images—is available by clicking HERE

 
< Prev   Next >

 

Share this page with your favorite social networks! 

 American Surveyor Recent Articles
 
Editorial: Setting Our Sights
Years of planning and construction went into Beijing's iconic bird's nest stadium that is now synonymous with 2008 games. With Vancouver slated to host the Winter Games in 2010, surveyors have been hard at work helping to ready the infrastructure. Diversifying: For those of you looking for ....
Read the Article
 
Point to Point: Boundaries by Acquiescence
We retracement surveyors, for the most part, labor within a stable and consistent part of the law. By this, I mean that from place to place, and over time, there is little variation in the doctrines defining correct practice. Monuments, everywhere, trump courses and distances, in the event of ....
Read the Article
  
WowFactor: The Trimble VX Spatial Station
It's not unusual to find a digital camera as standard equipment for a survey crew. Providing photos of monuments, project sites and other evidence is a routine part of the surveyor's work. Now­instead of a flat drawing and some simple snapshots­imagine giving your client a 3D walkthrough tour of ...
Read the Article
 
Vancouver Trains For Olympic Games
More than one million athletes, judges, volunteers and visitors are expected to converge on Vancouver, Canada, and surrounding areas during the 2010 Olympics. Yet many of these visitors won't realize the Olympic-sized engineering and ...
Read the Article
 
Tips & Tricks: Getting More from Your Handheld GPS Unit
Are you getting all that you can from your handheld unit? Are you able to directly observe State Plane coordinates with your handheld? Although inexpensive units may not have a selection for the State Plane coordinate grid that you use in your state, if your State Plane Coordinate Zone uses the ....
Read the Article
 
Survey Reports: Preparing a Survey Report—Part 5
This is the fifth and last article in a series of articles suggesting formats and contents of a survey report. Previous articles dealt with opinions on the location of corners and boundaries [Feb. 2008]; encroachments, gaps and overlaps [Mar. 2008]; limitations of the surveying services [June 2008]; and....
Read the Article
 
RTN­101: Monitoring with RTN (Part 15)
Monitoring is essentially tracking movement over time and is often part of a surveyor's regular line of business. Such tasks are known by many names: subsidence monitoring, deflection monitoring, deformation monitoring, structural integrity monitoring, compliance monitoring, and ...
Read the Article
 
Product Review: Spectra Precision FOCUS 10
The Spectra Precision's FOCUS 10 brings back a lot of memories from an instrument I reviewed several years ago. Without a doubt, the FOCUS 10 has benefited from the former, but is updated and less expensive even in terms of 2002 dollars. And that's a good thing, since ...
Read the Article
 
ProFile: Marshall Robinson
We allow little time in our day-to-day schedules to get to know people much beyond their shells. It was therefore a pleasant change of pace when I received a phone call awhile back from Marshall Robinson, who was calling to order a map from our website ...
Read the Article
 
Vantage Point: Tough Times
The construction slowdown has hit different parts of the country with varying ferocity. The latest jolt to "life as we know it" is a uniform blow to businesses of all sorts, and has the potential to change the financial plans of a number of surveying firms. Within a week, three U.S. motor vehicle ...
Read the Article
 
Surveyors Report: Mimi the Elephant
Years ago I worked for a medium-sized private engineering firm in Denver. We negotiated a continuing services contract with the City and County of Denver for surveying services, and my crew was elected to conduct this work. The City was understaffed by one crew for ...
Read the Article
Featured Amerisurv Events
List Your Event Here
please
contact Amerisurv
15th Annual GeoTech - October 7-8,  2008, NOAA’s Auditorium and Science Center in Silver Spring, MD. Hosted by Potomac Region of the American Society of Photogrammetry and Remote Sensing and co-hosted by the NGS, 1 day of Workshops taught by experts, and 1 day of Technical sessions.,  

27th Annual International Submerged Lands Management Conference - October 26-29, 2008, Traverse City, Michigan. For managers, regulators and practitioners whose work affects or is affected by submerged lands management.

•  GITA's First Annual GIS for Oil & Gas Conference - Calgary - Nov. 6-7, 2008, Calgary Marriott Hotel, Calgary, Alberta, Canada. The GIS for Oil & Gas Calgary Conference will build on the momentum from GITA’s GIS for Oil & Gas Conference held in Houston, Texas, every September.

GITA's “How to Financially Justify Your Geospatial Projects” Two-day Workshop - Nov. 13-14, 2008 in Denver, Dec. 11-12, 2008 in Tampa. All types of organizations now have a unique opportunity to learn from GITA’s landmark research project, “Building a Business Case for Geospatial Information Technology: A Practitioner’s Guide to Financial and Strategic Analysis.”

Geography in Las Vegas - March 22–27, 2009. Join 8,000 geographers, GIS specialists, and environmental scientists from around the world in Las Vegas for the very latest in research, policy, and applications in geography, sustainability, and GIScience, during the annual conference of  the Association of American Geographers. 

California Land Surveyors Association 2009 Conference - March 28-April 1, 2009, Hilton San Diego Resort (Mission Bay). This e-mail address is being protected from spam bots, you need JavaScript enabled to view it , (707) 578-6016.

SPAR 2009 - March 30- April 1, 2009, Hyatt Regency Hotel, Denver, Colorado. SPAR 2009 will focus on best practices for using 3D imaging technologies to design and deliver capital projects as well as operate, modify and maintain production, manufacturing and infrastructure assets.

Google
 
AMERISURV TOP NEWS


Are you getting our e-newsletter?
Sign up and check out the archives HERE


GOT NEWS? Send To:
submit press

News Feeds

 
Subscribe to Amerisurv news & updates via RSS or get our Feedburn
xml feed

Sponsor


Historic Maps
Careers

post a job
Reach our audience of Professional land surveyors and Geo-Technology professionals with your career ad. Feel free to contact us if you need additional information.

 

RSS Feed Options
add to my yahoo!
add to newsgator
add to my AOL
add to bloglines
add to netvibes
add to my google
view with HubDog
technorati
xml feedView Feed XML
 
Need help implementing RSS?
Read this fine tutorial

Add to my Widsets
Amerisurv Mobile



The American Surveyor ©2003 - 2008 All rights reserved / Privacy Statement
Spatial Media LLC
905 W 7th St #331
Frederick MD 21701
301-620-0784
301-695-1538 - fax