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Journal articles on the topic 'Department of Civil and Enviornmental Engineering'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

KASHIWADANI, Masuo, and Mitsuo MIZOHATA. "Ehime University Faculty of Engineering Department of Civil Engineering." Doboku Gakkai Ronbunshu, no. 389 (1988): 33. http://dx.doi.org/10.2208/jscej.1988.33.

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2

Jabłoński, Łukasz. "Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology." Budownictwo i Architektura 13, no. 3 (2014): 095–102. http://dx.doi.org/10.35784/bud-arch.1770.

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In this paper the results of the research of T-shape cross-section beams with differently located interface are presented. The cracks pattern and the value of the force causing the interface cracking are analysed. Moreover, the influence of the interface location and the difference of the elastic moduli of joint materials on the stress level in the interface were also analysed.

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3

SUMI, Tomonori, and Masaya KAWANO. "Infrastructure Planning Section Department of Civil Engineering Kyushu University." Doboku Gakkai Ronbunshu, no. 359 (1985): 36–38. http://dx.doi.org/10.2208/jscej.1985.359_36.

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4

SUDA, Hiroshi, Hajime INAMURA, Akira YUZAWA, and Yoshiyuki TOKUNAGA. "Infrastructure Planning Laboratory, Department of Civil Engineering, Tohoku University." Doboku Gakkai Ronbunshu, no. 401 (1989): 13. http://dx.doi.org/10.2208/jscej.1989.13.

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5

FUJIWARA, Akimasa. "Kure National College of Technology Department of Civil Engineering." Doboku Gakkai Ronbunshu, no. 407 (1989): 14. http://dx.doi.org/10.2208/jscej.1989.407_14.

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6

TATEISHI, Kazuo. "Graduation Thesis for Department of Civil Engineering, Nagoya University." Journal of JSEE 60, no. 5 (2012): 5_71–5_72. http://dx.doi.org/10.4307/jsee.60.5_71.

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7

OGINO, Hiroshi, and Kouji NODA. "Toyota College of Technology, Department of Civil Engineering, Traffic Engineering Laboratory." Doboku Gakkai Ronbunshu, no. 413 (1990): 22. http://dx.doi.org/10.2208/jscej.1990.22.

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8

MAKIGAMI, Yasuji. "Department of Civil Engineering, Faculty of Science and Engineering Ritsumeikan University." Doboku Gakkai Ronbunshu, no. 377 (1987): 23. http://dx.doi.org/10.2208/jscej.1987.23.

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9

NAKAMURA, Yoshio, Takasuke WATANABE, Noboru HIDANO, Shigeru MORICHI, and Tetsuo YAI. "Laboratories in infrastructure planning section, Tokyo institute of technology, department of social engineering and department civil engineering." Doboku Gakkai Ronbunshu, no. 419 (1990): 33–36. http://dx.doi.org/10.2208/jscej.1990.419_33.

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10

Kawasaki, Hitomi, and Tadashi Miyamura. "River Office at Department of Civil Engineering in Kantogakuin University." Doboku Gakkai Ronbunshu, no. 542 (1996): 99–100. http://dx.doi.org/10.2208/jscej.1996.542_99.

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11

KOIKE, Hirotaka, and Mamoru NAGAI. "Division of Regional Planning Department of Civil Engineering Utsunomiya University." Doboku Gakkai Ronbunshu, no. 431 (1991): 31. http://dx.doi.org/10.2208/jscej.1991.431_31.

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12

Xi-La, LIU. "Profile: No. 4 the Department of Civil Engineering, Tsinghua University." Advances in Structural Engineering 1, no. 4 (1998): 313–14. http://dx.doi.org/10.1177/136943329800100408.

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13

MIWA, Toshihide, and Noriyuki INOUE. "Infrastructure Planning Laboratory, Department of Civil Engineering, Faculty of Engineering, Fukuyama University." Doboku Gakkai Ronbunshu, no. 407 (1989): 11. http://dx.doi.org/10.2208/jscej.1989.407_11.

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14

Jiang, Yongsheng, and Aiqun Li. "No. 8 Department of Structural Engineering, College of Civil Engineering, Southeast University." Advances in Structural Engineering 2, no. 4 (1999): 335. http://dx.doi.org/10.1177/136943329900200408.

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15

SAKAKIBARA, Kazuhiko, Hideki OHSHIMA, and Yoshikazu FUKUI. "Laboratory of Planning Sciences Department of Civil Engineering, Osaka Industrial University." Doboku Gakkai Ronbunshu, no. 377 (1987): 24. http://dx.doi.org/10.2208/jscej.1987.24.

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16

MIZOKAMI, Shoshi. "Infrastructure Planning Laboratory, Department of Civil Engineering, Faculty of Engineering, Kyushu Tokai University." Doboku Gakkai Ronbunshu, no. 395 (1988): 36. http://dx.doi.org/10.2208/jscej.1988.395_36.

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17

Yokota, Hiroshi, Chikashi Deguchi, Takanori Harada, and Tetsunobu Yoshitake. "Environmental Planning Laboratory, Department of Civil and Envrionmental Engineering, Faculty of Engineering Miyazaki University." Doboku Gakkai Ronbunshu, no. 530 (1996): 123–24. http://dx.doi.org/10.2208/jscej.1996.123.

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18

SASAKI, Shoji, Yoshinori WATANABE, and Isamu YOSHIDA. "Infrastructure Planning and Transportation Engineering Section, Department of Civil Engineering, Kyushu Institute of Technology." Doboku Gakkai Ronbunshu, no. 395 (1988): 33. http://dx.doi.org/10.2208/jscej.1988.395_33.

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19

OKANO, Kaneo, Masahiko KAWAMURA, Hideaki KUNISHI, and Yuuzo SUGA. "Surveying, Planning and Environmental Engineering Section, Department of Civil Engineering, Hiroshima Institute of Technology." Doboku Gakkai Ronbunshu, no. 407 (1989): 12. http://dx.doi.org/10.2208/jscej.1989.407_12.

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20

KAWAKAMI, Shogo, Yoshitsugu HAYASHI, Tomohiko ISOBE, and Kenji DOI. "Infrastructure and Regional Planning Laboratory, Department of Civil Engineering, Faculty of Engineering, Nagoya University." Doboku Gakkai Ronbunshu, no. 413 (1990): 19–20. http://dx.doi.org/10.2208/jscej.1990.19.

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21

TAKADA, Hiroshi, Masaru KIYOTA, and Hiroshi TANOUE. "Department of Civil Engineering II, Faculty of Science and Engineeing, Saga University." Doboku Gakkai Ronbunshu, no. 365 (1986): 24. http://dx.doi.org/10.2208/jscej.1986.24.

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22

UYEMA, Kiyoshi. "Traffic and Planning Section, Department of Civil Engineering., University of the Ryukys." Doboku Gakkai Ronbunshu, no. 395 (1988): 35. http://dx.doi.org/10.2208/jscej.1988.395_35.

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23

IWASA, Masaaki, Akira ANDO, and Ryuichi AKATANI. "The Chair of Public Works Planning, Department of Civil Engineering, Faculty of Engineering, Iwate University." Doboku Gakkai Ronbunshu, no. 401 (1989): 14. http://dx.doi.org/10.2208/jscej.1989.14.

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24

Wei, Gang. "CDIO-Based Simulation Practice Course of Civil Engineering." Advanced Materials Research 271-273 (July 2011): 1538–41. http://dx.doi.org/10.4028/www.scientific.net/amr.271-273.1538.

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‘Simulation of Civil Engineering’ is a ‘3+1’ special courses for the department of civil engineering, The students have difficulty in this study because of many related courses and lacking of time. The CDIO-based engineering education model uses the innovation practice base of construction as a platform, through the study of specific actual project and the organization of students’ teams in-depth study in their spare time. On the one hand, this project can string related courses together and sum up knowledge, on the other hand, this project can integrate teacher research projects, student research scheme, the course of simulation of civil engineering and graduation papers (design), to achieve the effect of multiple purposes.

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25

Jakob, Juvrianto Chrissunday, Ahmad Nusi, and Hindri Febri Ana Sari. "IMPLEMENTING SUGGESTOPEDIA LEARNING METHOD IN DEVELOPING WRITING ABILITY OF CIVIL ENGINEERING STUDENTS." Epigram 18, no. 1 (2021): 26–31. http://dx.doi.org/10.32722/epi.v18i1.3747.

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ABSTRACT This present research conducted in Civil Engineering Department and reports the implementation of Suggestopedia Learning Method in developing students’ writing ability. The objective of the research was to find out whether or not the first semester of TKJJ Study Program in Civil Engineering Department of Politeknik Negeri Ambon can develop their writing ability through Suggestopedia Learning Method. A quasi-experimental design as a part a quantitative research employed in this study. The dates obtained through the Pretest and Posttest. The sample was using cluster random sampling. Based on the result of observation, it concluded that: The result of the data analysis showed that the teaching through suggestopedia improved significantly the writing ability of the first semester of TKJJ Study Program in Civil Engineering Department of Politeknik Negeri Ambon. It was proved by the mean score on pretest was 47.077 and the posttest was 79.35. In addition, after analyzing the data by using the test formula, the result of t-test value was 3.746 and t-table value 1,684. It means that the t-test value was greater than t-table value it indicated that H1 was accepted and H0 was rejecting. Therefore, the hypothesis of the research is the students’ writing ability that was taught through Suggestopedia Learning Method was better than the students who were taught through conversation method.

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26

Watson, Donald, and David Jared. "Georgia Department of Transportation’s Experience with Microsurfacing." Transportation Research Record: Journal of the Transportation Research Board 1616, no. 1 (1998): 42–46. http://dx.doi.org/10.3141/1616-07.

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Microsurface mix, or microsurfacing, can be used for sealing and providing a friction surface for cracked and deteriorated surface mixes. This mix, essentially consisting of 9.5-mm (0.37-in.) screenings bonded by a polymer-modified asphalt emulsion, is economical and can be placed very swiftly. Microsurfacing is also aesthetically pleasing because of its resemblance to hot-mix asphalt. In 1990–1991, the Georgia Department of Transportation (GDOT) successfully used microsurfacing in a test section on I-75 in Henry County, which had high traffic volumes and a heavy truck concentration. Two varieties of the mix were used, and both showed little deterioration after 2 years. In 1996, GDOT opted to use microsurfacing for a 9.2-km (5.7-mi) section of I-285 in Atlanta between Conley Road and Old National Highway. This 92 lane-km (57-lane-mi) project was initiated to address the raveling and cracking in the section and improve its appearance before the 1996 summer Olympics. The I-285 project began in late May 1996 and was completed in 1 month. The microsurfacing used on I-285 has performed quite well since the project was completed. No additional problems with raveling or load cracking have been encountered. The mix has provided excellent smoothness and good friction, with a minimal increase in pavement noise levels. Microsurfacing may be suitable for use on cracked pavements in lieu of more conventional rehabilitation methods such as crack sealing, leveling, and double surface treatments.

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27

Leahy, Rita B., and Robert N. Briggs. "Washington State Department of Transportation Superpave Implementation." Transportation Research Record: Journal of the Transportation Research Board 1761, no. 1 (2001): 32–40. http://dx.doi.org/10.3141/1761-05.

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28

Shober, Stephen F., Gary C. Whited, and Kevin W. McMullen. "Wisconsin Department of Transportation's Asphaltic Pavement Warranties." Transportation Research Record: Journal of the Transportation Research Board 1543, no. 1 (1996): 113–19. http://dx.doi.org/10.1177/0361198196154300114.

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The Wisconsin Department of Transportation (WisDOT), the Wisconsin Asphalt Pavement Association, and FHWA have joined together to develop a comprehensive warranty specification that can be incorporated into highway construction contracts for asphaltic concrete pavements. The warranty specification is expected to reduce WisDOT's project delivery costs, lower total project construction costs, enable contractors to use innovative construction methods and materials, and result in equal or greater quality construction. The development of Wisconsin's warranty specification is briefly discussed, and the unique features of the warranty specification are outlined, including the warranty period, bonding requirements, pavement performance characteristics, performance thresholds, pavement evaluation methods, required pavement remedial actions, and use of a conflict-resolution team. The specification has been used successfully to bid and construct three highway projects in Wisconsin. WisDOT has evaluated projected costs over 5 years to determine the impact of warranties on total costs. Other types of projects that may be suitable for use of warranties have been identified and several will be tried in 1996. Distress evaluations from the first year indicate that the warranty projects yield a good ride, no significant rutting, and low distress. No distress thresholds were exceeded, thus no remedial actions (warranty work) are required after 1 year.

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29

ORITA, Jinsuke. "Infrastructure Planning Courses Laboratory, Department of Civil Engineering, Akita National College of Technology." Doboku Gakkai Ronbunshu, no. 401 (1989): 15. http://dx.doi.org/10.2208/jscej.1989.15.

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30

KATAKURA, Masahiko, and Hitoshi YAMAKAWA. "Infrastructure planning laboratory, department of civil engineering, faculty of technology, Tokyo Metropolitan University." Doboku Gakkai Ronbunshu, no. 419 (1990): 29–30. http://dx.doi.org/10.2208/jscej.1990.419_29.

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31

Grajek, Kenneth M., G. Edward Gibson, and Richard L. Tucker. "Partnered Project Performance in Texas Department of Transportation." Journal of Infrastructure Systems 6, no. 2 (2000): 73–79. http://dx.doi.org/10.1061/(asce)1076-0342(2000)6:2(73).

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32

Tennyson, R. C., T. Coroy, G. Duck, et al. "Fibre optic sensors in civil engineering structures." Canadian Journal of Civil Engineering 27, no. 5 (2000): 880–89. http://dx.doi.org/10.1139/l00-010.

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This paper presents an overview of the development and application of ISIS fibre optic sensor (FOS) technology by the University of Toronto Institute for Aerospace Studies and Department of Electrical and Computer Engineering. The primary focus of this technology has involved the use of fibre Bragg gratings (FBGs) to measure strain and temperature in concrete structures and fibre reinforced plastic (FRP) overwraps applied to concrete structures. A brief review of existing fibre optic sensor configurations and the advantages of using FOS compared to other strain sensors is first presented. Subsequently, the development of new sensor concepts such as a long gauge of arbitrary length, a distributed gauge for measuring local strain gradients, and multiple FBGs on a single fibre optic cable are discussed, with examples of their application to civil engineering structures. In addition, the specialized instruments under development that are essential for obtaining strain information from these sensors are also described. Finally, the issue of wireless remote monitoring of FOS systems is addressed.Key words: fibre optic sensors, Bragg gratings, civil engineering structures, instrumentation.

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33

Samorodov, О. "Formation and development of schools of thought in geotechnical engineering in Kharkiv national university of civil engineering and architecture: the history, personalities, and present." New Collegium 4, no. 102 (2020): 36–42. http://dx.doi.org/10.30837/nc.2020.4.36.

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The paper covers historical material on the formation and development of schools of thought in geotechnical engineering in Kharkiv National University of Civil Engineering and Architecture (formerly known as Kharkiv Civil Engineering Institute), which came into being in 1934 with the establishment of the Department of Bases and Foundations. Particular emphasis is laid upon some personalities of the department; they are outstanding scientists and professors, such as F.O. Belyakov, S.Z. Saidakovsky, I.Ya. Luchkovsky, G.G. Strizhelchyk and others, who made a significant contribution to the formation of schools of thought in geotechnical engineering at the university. A particular contribution of the created research laboratory and the developed equipment for field methods of research into physical and mechanical properties of soils of bases for the foundations of building structures is singled out in the development of scholarly knowledge. The achievements of the renamed Department of Geotechnics, Underground and Hydrotechnical Structures are listed as of today, such as renovation of the educational and research laboratory of “Geotechnical Survey”, which has a governmental certification and allows scientists and students to perform high-quality laboratory work and conduct a full range of engineering and geological and hydrogeological surveys for construction; creation of a new research and technical subdivision of the department known as “Center for monitoring buildings and structures”, which conducts an instrument monitoring of the stress-strain state of the bases and foundations of construction projects using advanced equipment and software packages; availability of an IT classroom and licensed software, including SOFISTIK, a powerful German design software package, which allows researchers to provide high-level research and technical support for designing construction projects. The paper also clearly shows the advantages of training scientific staff and civil engineers in specialties 192 “Construction and Civil Engineering” and 194 “Hydrotechnical Engineering, Water Engineering and Water Technology" and, as a result, a considerable demand for KhNUCEA graduates from employers.

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34

Ciężak, Tadeusz. "Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management." Budownictwo i Architektura 12, no. 4 (2013): 219–24. http://dx.doi.org/10.35784/bud-arch.1976.

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This paper presents a methodology of dimensioning of double reinforced concrete beams which are reinforced in the light of the requirements of the EC2 [1] in two variants. In the first variant, the limiting value of the compression zone was determined on the basis of limiting strains of concrete and steel. The maximum degree of concrete reinforcement of bending elements are assumed in the second case. The considered problem is illustrated by computational examples in relation to the concrete classes C30/37 and C70/85. Results of the calculations cannot be the basis for generalizations, however, differences in the section of the reinforcement determined in both cases are small and do not exceed 6%.

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35

Pertiwi, I. G. A. I. Mas, W. Sri Kristinayanti, K. Wiwin Andayani, I. G. M. Oka Aryawan, A. A. Putri Indrayanti, and K. Sudiarta. "Application of smart waste management in the Department of Civil Engineering, Bali State Polytechnic." IOP Conference Series: Earth and Environmental Science 626 (January 7, 2021): 012026. http://dx.doi.org/10.1088/1755-1315/626/1/012026.

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36

MATSUI, Hiroshi, and Koshi YAMAMOTO. "Infrastructure Planning Section, Department of Architecture, Urban Engineering & Civil Engineering, Faculty of Engineering, Nagoya Institute of Technology." Doboku Gakkai Ronbunshu, no. 413 (1990): 21. http://dx.doi.org/10.2208/jscej.1990.21.

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37

Doyle, Dawn. "Performance Measure Initiative at the Texas Department of Transportation." Transportation Research Record: Journal of the Transportation Research Board 1649, no. 1 (1998): 124–28. http://dx.doi.org/10.3141/1649-15.

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Since 1993 the Texas Department of Transportation (TxDOT) has initiated several activities to provide better government. One of the initiatives has been the use of measurement as a tool to guide behavior and evaluate performance. TxDOT implemented the performance measurement initiative at two levels. The first application was at the statewide level using TxDOT’s Strategic Plan; the second application was at the district and division levels through the creation of operational-level strategic plans. In the larger context of better government, measurement supports performance management by aligning strategic action, planning, and consequences with performance.

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38

Kiel, Don, William Rasdorf, Ed Shuller, and Ron Poole. "Linear Referencing System for North Carolina Department of Transportation." Transportation Research Record: Journal of the Transportation Research Board 1660, no. 1 (1999): 108–13. http://dx.doi.org/10.3141/1660-14.

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39

Johnston, John, Howard Yamaguchi, and Andrew Frankel. "California Department of Transportation Statewide Storm Water Management Program." Transportation Research Record: Journal of the Transportation Research Board 1720, no. 1 (2000): 112–18. http://dx.doi.org/10.3141/1720-13.

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The California Department of Transportation (Caltrans) has initiated a comprehensive storm water management program to comply with the requirements of the federal Clean Water Act. The program’s main components include a statewide storm water management plan, monitoring and research studies, and institutional changes. The monitoring and research studies are designed to characterize Caltrans storm water runoff, evaluate the effectiveness of best management practices, and support watershed planning. The institutional changes include training, manuals, standard contract language, and compliance reviews. The program is designed to develop and implement science-based, cost-effective solutions for mitigating the harmful environmental effects of storm water runoff from roadways and related facilities.

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40

Kyte, Cheryl A., Amy A. O’Leary, and Michael A. Perfater. "Business Relocation Process at the Virginia Department of Transportation." Transportation Research Record: Journal of the Transportation Research Board 1812, no. 1 (2002): 3–9. http://dx.doi.org/10.3141/1812-01.

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41

Venner, Marie, Michael DeWit, Will Gibson, Rodney Concienne, Sonal Sanghavi, and Julie Hunkins. "Current Department of Transportation Environmental Management System Development Efforts." Transportation Research Record: Journal of the Transportation Research Board 2011, no. 1 (2007): 1–10. http://dx.doi.org/10.3141/2011-01.

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42

Ross, Jason C., Mark Arnoldy, and Jonathan Evans. "New Hampshire Department of Transportation Statewide Noise Barrier Study." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 24 (2018): 144–53. http://dx.doi.org/10.1177/0361198118797188.

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This paper presents the results of a statewide noise barrier study for the New Hampshire Department of Transportation (NHDOT). The feasibility and reasonableness of noise barriers throughout the state has been evaluated according to NHDOT acoustical and cost-effectiveness criteria. The study has provided the DOT with an estimate of the potential noise barrier material costs associated with a newly implemented Type II noise barrier program. The study also has identified municipalities that the DOT can coordinate with for enacting noise-compatible planning regulations. The paper describes the methodology used to develop the screening-level noise barrier evaluation. Highway noise levels throughout the state and the distances from the highway where noise levels exceed the noise abatement criteria were determined. A method to predict the noise reduction of barriers (insertion loss) based on a simple geometrical relationship of receptors and potential noise barriers was established and has been shown to correlate well to detailed traffic noise models using actual roadway and terrain geometry. The simplified prediction method was used to evaluate over 300 miles of highway, 300 candidate noise barrier study areas, and over 30,000 receptors. This screening-level modeling approach is critical to the practicality of using the Traffic Noise Model across the entire state given the significant number of receptors and noise barrier study areas. The results of the study including information about all 30,000 receptors and 300 noise barrier study areas were collected in Google Earth™ data files for easy access when the DOT responds to noise complaints from the public.

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43

IWAMATSU, Sachio, Koichi YAMAGATA, Shunsuke NOGITA, Takekazu KOYANAGI, and Nobuo MIMURA. "Laboratories in Urban System Planning Section, Department of Urban and Civil Engineering, Faculty of Engineering, Ibaraki University." Doboku Gakkai Ronbunshu, no. 431 (1991): 29. http://dx.doi.org/10.2208/jscej.1991.431_29.

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44

Willenbrock, Jack H., and H. Randolph Thomas. "History of Construction, Engineering, and Management in the Department of Civil and Environmental Engineering at Penn State." Journal of Construction Engineering and Management 133, no. 9 (2007): 644–51. http://dx.doi.org/10.1061/(asce)0733-9364(2007)133:9(644).

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45

Inra, Azwar, Sukamto Sukamto, and Z. Mawardi Effendi. "Developing a model of soft-skill teaching for civil engineering students." Research and Evaluation in Education 2, no. 2 (2016): 122. http://dx.doi.org/10.21831/reid.v2i2.8220.

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An observation shows that civil engineering students’ soft skill is still low. It is characterized by their poor sociability and low positive attitude toward dealing with problems and challenges of life. For students to have various aspects of soft skill, a study was conducted to develop a model of soft-skill teaching that would meet the criteria of validity, effectiveness, and practicality. The research and development referred to Richey & Klein approach, which is: (1) developing a model; and (b) validating a model. The validation process was conducted in two phases, namely internal validation and external validation. The internal validation of the model and its components was conducted by experts in educational technology, vocational education, and evaluation. On the other hand, the external validation was conducted in the form of small groups and of large groups which involved 41 students and a member of the Department of Civil Engineering Board. The data analysis was performed in two phases: the developmental phase and the testing phase. The analysis in the development phase was conducted by means of the qualitative approach, while the analysis in the testing stage was conducted by means of the quantitative approach; the two phases should be undergone to analyze the model validation and the trial results. These phases would also be undertaken by the experts. The results of the study show that the model of soft-skill teaching developed for the students of the department of civil engineering had been able to meet the criteria of validity, effectiveness, and practicality.

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46

Kulčák, Ludvík. "UNIVERSITY EDUCATION FOR CIVIL AVIATION IN THE CR ACCORDING TO EUROPEAN STANDARDS." Aviation 10, no. 4 (2006): 25–29. http://dx.doi.org/10.3846/16487788.2006.9635944.

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The article describes the educational system in the Faculty of Transportation Sciences at Czech Technical University in Prague. The university education is structured according to European standards. There are three levels of education: bachelor's degree programme, master's degree programme and doctoral degree programme. The article offers profiles of the graduates from all the majors of the Department of Air Transport.

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47

Knox, Ron, Bill Babb, Dave Felts, George Trello, Leigh Ann Freeman, and Kathryn A. Zimmerman. "Advancements in Pavement Management Activities of Illinois Department of Transportation." Transportation Research Record: Journal of the Transportation Research Board 1592, no. 1 (1997): 55–62. http://dx.doi.org/10.3141/1592-07.

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For more than 20 years the Illinois Department of Transportation (IDOT) has been using the results of its Condition Rating Survey (CRS) to make policy decisions regarding pavement rehabilitation activities, assess overall network condition throughout the state, and present funding requests to the state legislature. Before the early 1990s the CRSs were conducted manually by assigning a subjective rating ranging from 1.0 to 9.0 to each pavement section in the network. Since 1994 IDOT has used automated equipment to record roughness, rutting, and faulting information and videotapes at a workstation to identify additional distress. The acquisition of the automated equipment resulted in changes to the CRS procedures. Instead of subjectively assigning a rating to a pavement section, automated sensor data are used in conjunction with the identification of up to five predominant distress types and severity levels to calculate a CRS value. Models were developed to accommodate this change within the department so that CRS ratings determined by the new procedures would be within one-half point of the rating that would have been assigned by manual procedures. In addition, the models were developed to minimize the amount of time spent biennially conducting the CRS for Interstate pavements and primary highways. As a result of the changes in the CRS procedures, the rating of the predominant distress types and severities for each pavement section became more important. For this reason, the department identified the need for additional training that could be used to supplement the annual training class and provide immediate support to the CRS raters as they performed the condition surveys. An interactive, compact-disc (CD)-based training program that features full multimedia capabilities such as video, audio, and photograph was developed. An interactive testing and assessment package is also being developed as part of the training package. A summary of the development of the CRS rating models and the CD-based training program designed to be used at the workstation as surveys are conducted is presented.

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Fargher, John, Nariman Abar, Jamey Batts, Brian Keaney, and Sean Byrne. "North Carolina Department of Transportation Experience with Predesign Load Testing." Transportation Research Record: Journal of the Transportation Research Board 1663, no. 1 (1999): 50–56. http://dx.doi.org/10.3141/1663-07.

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Lippner, Gary, John Johnston, Suzanne Combs, Kimberly Walter, and David Marx. "Results of California Department of Transportation Litter Management Pilot Study." Transportation Research Record: Journal of the Transportation Research Board 1743, no. 1 (2001): 10–15. http://dx.doi.org/10.3141/1743-02.

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Tanda, Wayne K. "Holistic Change: Case Study of San Jose Department of Transportation." Transportation Research Record: Journal of the Transportation Research Board 1812, no. 1 (2002): 119–26. http://dx.doi.org/10.3141/1812-15.

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