Standardization of High-Wide Load Measurement Using Laser-Based Technology

Author(s):  
Alexander Reinsmith ◽  
Bryan W. Schlake

Each year, thousands of open-top loads are shipped across North America over the Class I railroad network. Many of these loads are high-value, high-risk shipments, presenting considerable operational challenges for the carriers due to special handling requirements. Shipments that extend beyond a standard geometric envelope, denoted by various “plates” in the Association of American Railroads (AAR) Open Top Loading Rules (OTLR), are considered to be over dimensional, or High-Wide Loads (HWLs). Historically, railroad mechanical personnel have measured HWLs manually using a tape measure, plumb line, level, and various homemade devices. Measurement methodologies and philosophies can vary widely among mechanical inspectors. As a result, railroads have recently sought out new technologies to standardize the measurement process, resulting in greater safety, efficiency, accuracy and documentation. Taking the lead in this effort, Norfolk Southern Corp. (NS), BNSF Railway and Union Pacific Railroad have all worked closely with InfraMeasure, Inc. in their development of a patent pending, portable, laser-based measurement system known as SafeLoad®. This paper documents the development of this technology, including the completion of successful repeatability tests and the training of dozens of car inspectors from multiple railroads on the use of the system. In 2014, laser-based measurement technology was deployed across the entire NS network and was also used extensively by Union Pacific Railroad. In addition, BNSF and other Class I railroads began testing with the thought of implementing in the near future. Repeatability tests performed among newly trained employees indicated high levels of precision, with field measurements deviating by no more than 0.25 inches among various inspectors. Additional field testing confirmed a reduction in labor time and personnel required to measure HWLs by as much as one half while significantly improving measurement accuracy and reducing fall related risks by eliminating the need to climb on HWLs. In addition to these immediate benefits, the early stages of implementation have highlighted a potential long-term need for standardized measurement training within the industry. Anticipating the growing knowledge gap left by attrition, railroad mechanical departments are placing greater emphasis on training new car inspectors to assume the safety critical task of HWL measurement. This paper explores the current state of HWL measurement in the US railroad industry and identifies potential solutions, using technology, to further standardize both the practice of measuring HWLs and the training of new inspectors.

Author(s):  
H. Rees

Gas turbines of 8500 hp in locomotive service on the Union Pacific Railroad have accumulated over 95,000 fired hr since the first locomotive was placed in main-line duty September 1958. Nineteen locomotives are now operating; 11 more will be delivered by July 1961. The rugged conditions of railroad service are ideal for accelerated field testing. Improvements developed from operation of the first turbines have been incorporated in all turbines delivered later. This field development is expected greatly to reduce maintenance and improve reliability of the entire fleet. Power plant is a new model General Electric frame size 5, simple-cycle, single-shaft, two-bearing machine having a 16-stage axial compressor and 2-stage turbine.


2009 ◽  
Vol 09 (04) ◽  
pp. 711-728 ◽  
Author(s):  
C. S. CAI ◽  
M. ARAUJO ◽  
A. NAIR ◽  
X. SHI

This paper presents field tests performed on a slab-on-girder pre-stressed concrete bridge. The bridge was tested under static loading, crawling loading, and dynamic loading. A full three-dimensional finite element prediction under both static and dynamic loadings was carried out and the results were compared with the field measurements. While acoustic emission (AE) monitoring of bridge structures is not a new vista, the method has not been fully exploited in bridge monitoring. Though numerous quantitative methods have been proposed, they have not yet developed to be useful for actual field tests of bridges. Therefore, in this study, an attempt was made to use the intensity analysis technique for damage quantification using the AE method.


2014 ◽  
Vol 7 (8) ◽  
pp. 8101-8123
Author(s):  
B. Xiang ◽  
D. D. Nelson ◽  
J. B. McManus ◽  
M. S. Zahniser ◽  
R. Wehr ◽  
...  

Abstract. We present field test results for a new spectroscopic instrument to measure atmospheric carbon dioxide (CO2) with high precision (0.02 ppm at 1 Hz) and demonstrate high stability (within 0.1 ppm over more than 8 months), without the need for hourly, daily, or even monthly calibration against high-pressure gas cylinders. The technical novelty of this instrument (ABsolute Carbon dioxide, ABC) is the spectral null method using an internal quartz reference cell with known CO2 column density. Compared to a previously described prototype, the field instrument has better stability and benefits from more precise thermal control of the optics and more accurate pressure measurements in the sample cell (at the mTorr level). The instrument has been deployed at a long-term ecological research site (the Harvard Forest, USA), where it has measured for eight months without on-site calibration and with minimal maintenance, showing drift bounds of less than 0.1 ppm. Field measurements agree well with those of another commercially available cavity ring-down CO2 instrument (Picarro G2301) run with a standard calibration protocol. This field test demonstrates that ABC is capable of performing high-accuracy, unattended, continuous field measurements with minimal use of calibration cylinders.


Author(s):  
Michael T. Mcnerney ◽  
B.J. Landsberger ◽  
Tracy Turen ◽  
Albert Pandelides

The effects of traffic noise are a serious concern in the United States and in the rest of the world. One significant component of traffic noise is tire-pavement interaction. If tire-pavement noise can be reduced at the source instead of through the use of traffic noise barriers set up to protect individual receivers, then potential savings can accrue. This research effort conducted field testing on 15 different pavement types found in Texas, and on six pavement types found in South Africa. A test procedure was developed with roadside microphones and microphones mounted on a test trailer to record and analyze the differences in tire-pavement noise. The test procedure was designed to develop comparisons of pavements while other variables were kept constant. The results, measured on the standard A-weighted scale, indicated for the 15 test pavements in Texas a difference of roadside noise levels of up to 7 dBA. Additionally, a roadside noise level of one pavement measured in South Africa was more than 2 dBA quieter than any Texas pavement.


2008 ◽  
Vol 38 (2) ◽  
pp. 89-102 ◽  
Author(s):  
Amar Kumar Narisetty ◽  
Jean-Philippe P. Richard ◽  
David Ramcharan ◽  
Deby Murphy ◽  
Gayle Minks ◽  
...  

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