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Journal articles on the topic 'On-field test'

Author: Grafiati

Published: 21 February 2023

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1

Zhang, J., H. Xie, PS Kandhal, and RD Powell. "Field Validation of Superpave Shear Test on NCAT Test Track." Journal of ASTM International 2, no. 3 (2005): 12281. http://dx.doi.org/10.1520/jai12281.

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2

Fuchs, Lauritz, Martin Engelbrecht, and Benjamin Langer. "Interoperability with Charging Infrastructure - Field Test on the Test Bench." ATZelectronics worldwide 17, no. 11 (November 4, 2022): 56–61. http://dx.doi.org/10.1007/s38314-022-1400-1.

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3

Fuchs, Lauritz, Martin Engelbrecht, and Benjamin Langer. "Interoperability with Charging Infrastructure - Field Test on the Test Bench." ATZ worldwide 124, no. 12 (November 25, 2022): 58–63. http://dx.doi.org/10.1007/s38311-022-1433-3.

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4

Watanabe, Masahiro. "On special issue “Fukushima Robot Test Field”." Journal of the Robotics Society of Japan 40, no. 6 (2022): 458–59. http://dx.doi.org/10.7210/jrsj.40.458.

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5

Shang, Jun Ping, Xin Rong Li, Li Chun Sun, and Fei Fei Shang. "Study on Antenna near Field Test System." Advanced Materials Research 718-720 (July 2013): 542–47. http://dx.doi.org/10.4028/www.scientific.net/amr.718-720.542.

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Some novel researches on the application of the near-field antenna measurement and the measurement methods, main functions and technical indexes of the test system are presented in this paper. Based on the modern near-field test theory, the manufactured antenna measurement system gives a high precision performance. Continuous wave test and pulse test can be operated with the system. The practical application such as the multi-channel test, multi-frequency shows that the measurement system proposed is a high-precision, multi-functional and automatic system. Additional requirements of the production and current scientific research on the antenna measurement can be satisfied, too. The proposed measurement system is of great value in application and extension.

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6

Budde, W. "Blue on yellow full field flicker test." Vision Research 35, no. 1 (October 1995): S242. http://dx.doi.org/10.1016/0042-6989(95)98930-8.

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7

Yin, Xiansong, Liming Xie, Mingquan Feng, and Song Wang. "Field test on engineering characteristics of karst breccia." IOP Conference Series: Earth and Environmental Science 638 (February 12, 2021): 012109. http://dx.doi.org/10.1088/1755-1315/638/1/012109.

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8

Crowder, Todd A. "Sex Differences on Army Mobility Field Test Performance." Medicine & Science in Sports & Exercise 46 (May 2014): 706. http://dx.doi.org/10.1249/01.mss.0000495598.62004.bb.

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9

Iqbal, M. Achmad, and M. T. Sapsal. "Organic Fertilizer Applicator Performance Test On Rice Field." IOP Conference Series: Earth and Environmental Science 355 (November 19, 2019): 012112. http://dx.doi.org/10.1088/1755-1315/355/1/012112.

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10

Aburatani, Shinsuke, Takashi Koizuka, Hiroshi Sasayama, Katutoshi Tanimoto, and Nobutaka Namerikawa. "Field Test on a Semi-Circular Caisson Breakwater." Coastal Engineering in Japan 39, no. 1 (August 1996): 59–78. http://dx.doi.org/10.1080/05785634.1996.11952821.

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11

Hanrui, BAO, and AN Xun. "Reliability Test on Oil Field Efficiency with DEA." Energy Procedia 5 (2011): 1473–77. http://dx.doi.org/10.1016/j.egypro.2011.03.252.

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12

Chen, Jiann-Long, and Larry Murdoch. "Effects of Electroosmosis on Natural Soil: Field Test." Journal of Geotechnical and Geoenvironmental Engineering 125, no. 12 (December 1999): 1090–98. http://dx.doi.org/10.1061/(asce)1090-0241(1999)125:12(1090).

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13

Yu, Yanan. "Field Test and Discussion on Individualized Test Cycle of Water Injection Wells." IOP Conference Series: Earth and Environmental Science 772, no. 1 (May 1, 2021): 012048. http://dx.doi.org/10.1088/1755-1315/772/1/012048.

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14

Faruk, Md SA, B. Park, S. Ha, SS Lee, LL Mamuad, and Y. Cho. "Comparative study on different field tests of ketosis using blood, milk, and urine in dairy cattle." Veterinární Medicína 65, No. 5 (May 27, 2020): 199–206. http://dx.doi.org/10.17221/69/2019-vetmed.

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This study assessed the diagnostic performance of five field tests for ketosis in the blood, milk and urine in dairy cows. Samples were collected simultaneously from 102 dairy cows to determine the accuracy of the test results. The concentration of β-hydroxybutyrate (BHBA) in the blood was measured quantitatively by using a portable ketone test kit. The milk and urine samples were analysed semi-quantitatively using different commercial test kits and urine sticks. The animals were categorised into a subclinical ketosis (SCK) and clinical ketosis (CK) group based on the BHBA concentration in the blood. The diagnostic performance of the milk and urine test kits was compared with the blood test kit. In the blood test, out of 102 cows, 27 and 19 cows were diagnosed with SCK and CK, respectively. The percentage agreement (kappa value) for the three different milk tests and the urine test kit was 43% (κ = −0.181), 72% (κ = 0.243), 63% (κ = 0.065) and 64% (κ = 0.163), respectively, for the SCK detection, which indicates lower sensitivity. However, a strong agreement with 88% (κ = 0.612), 85% (κ = 0.505), 86% (κ = 0.528) and 91% (κ = 0.753) was observed in the three milk tests and the urine test, respectively, for the CK diagnosis, showing a higher sensitivity. For the diagnosis of the SCK and CK, all the tested kits are generally applicable for the detection of CK in dairy cattle, but caution is needed during the interpretation of the SCK data due to the low sensitivity of the milk and urine tests for the SCK detection. Furthermore, this study suggests that milk and urine samples can be used as alternatives for the diagnosis of CK in replacement of blood tests.

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15

Yamashita, H., K. Ishimatsu, S. Aburatani, and H. Sasayama. "Field Demonstration Test on a Semi-Circular Caisson Breakwater." Concrete Journal 33, no. 10 (1995): 22–29. http://dx.doi.org/10.3151/coj1975.33.10_22.

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16

Li, Fan, Wei Jun Yang, and Fang Qin. "Design on Wireless Test Node for Shock Wave Field." Applied Mechanics and Materials 757 (April 2015): 191–94. http://dx.doi.org/10.4028/www.scientific.net/amm.757.191.

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This paper introduces the wireless sensor network technology, explores a new method for explosion shock wave test, expounds the hardware and the key technology of wireless sensor network node. By out field test It shows that the node has the advantages of convenient installation, safe and reliable, high test precision, can implement the real-time acquisits transmiss and evaluats pressure signal. The design effectively solve the bottleneck of wave field test.

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17

GAO Wei, 高卫, 孙奕帆 SUN Yi-fan, 李娟 LI Juan, 党东妮 DANG Dong-ni, and 王泗宏 WANG Si-hong. "Field Test of Smokescreen Jamming Effect on TV Seekers." ACTA PHOTONICA SINICA 43, no. 10 (2014): 1011006. http://dx.doi.org/10.3788/gzxb20144310.1011006.

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18

Wen, Hua, Song Gu, You Wen Su, and Bao Long Zhu. "Field Test Research on Treatment of Over-Wet Soil." Advanced Materials Research 261-263 (May 2011): 1003–8. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1003.

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Take over-wet soil as research object, this paper presents the results of field test to verify the effect and feasibility of ash mixing method, one improvement technique for over-wet soil, on improving the performance of over-wet fill in construction site. This paper also studies the construction technology of utilization of over-wet fill in moist and rainy areas; determines construction parameters; summarizes construction techniques, methods and standards of quality control preliminary. The results show: ash mixing method can effectively improve the performance of over-wet fill; note that additives and over-wet fill should be fully stirred; this approach also works well for managing viscous silty sand.

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19

Yamasita, Hiroyuki, Makoto Wada, Tatuo Ookama, Ikumi Kobayashi, Katumi Tanaka, and Yasusi Fuji. "Field Demonstration test on a Semi-Circular Caisson Breakwater." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 12 (1996): 279–84. http://dx.doi.org/10.2208/prooe.12.279.

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20

Li, Lingyu, S. Ilgin Guler, and Eric T. Donnell. "Pavement Friction Degradation Based on Pennsylvania Field Test Data." Transportation Research Record: Journal of the Transportation Research Board 2639, no. 1 (January 2017): 11–19. http://dx.doi.org/10.3141/2639-02.

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Pavement surface–tire friction is a critical safety element associated with roadway design, construction, and maintenance practices. The skid resistance of pavements generally declines over time and increases the risk of skidding-related crashes. On horizontal curves, lateral friction may be associated with lane-departure incidents, particularly as the pavement ages and drivers demand more lateral friction than the pavement surface–tire interaction can supply. On tangent roadway sections, longitudinal friction affects braking distances. As the skid-resistance properties of a pavement surface decline over time, braking distances increase, and may increase risks to driver safety. A comprehensive understanding of the process of pavement friction degradation could help highway agencies identify roadway segments that need maintenance to reduce the probability of skid-related incidents. This paper presents a survival analysis of friction degradation for asphalt pavement surfaces. Duration models were estimated with data collected annually along an Interstate highway in Pennsylvania to investigate the degradation of friction over time. These models consider traffic volume and roadway features to determine the probability that friction levels will remain above various friction thresholds. The resulting statistical models can help transportation agencies make better decisions about pavement maintenance to reduce safety risk.

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21

Moore, R. E. B. "Phytotoxicity Test on Field-Grown Woody Ornamentals, Conn. 1982." Insecticide and Acaricide Tests 10, no. 1 (January 1, 1985): 307. http://dx.doi.org/10.1093/iat/10.1.307.

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Abstract Three-year-old-field grown hemlocks (Tsuga canadensis) and 3-year-old Rhododendron ‘Nova Zembla’ were observed for foliar injury after applications of insecticides in a commercial nursery. The treated plants were located in Bloomfield, CT growing in a sandy loam with a pH of 5.7 at treatment time. Insecticides were applied on 30 Jul or 31 Aug, or on both dates. Each plot consisted of 3 plants in a row with 2 plants between plots, and plots were separated by a single buffer row. Treatments were replicated 3 times in a randomized block. Insecticides were applied individually to each plant; the liquid formulations were mixed with 8 oz of water to facilitate disbursal of the chemical, and the granules were scattered at the drip line of each plant and then washed into the soil with 8 oz of water.

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22

DOI, Yohichi, Hikaru KANOH, and Masayuki TSUBOI. "Field Test of Geomembranes Downdrag Force on Side Slope." Proceedings of geosynthetics symposium 12 (1997): 15–24. http://dx.doi.org/10.5030/jcigsjournal1995.12.15.

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23

Liang, Yue Ying, Guo Nan Liu, Zhong Guo Li, and Jie Ping Yang. "Field Test on Sub-Enlarged Pressure-Dispersive Ground Anchor." Applied Mechanics and Materials 170-173 (May 2012): 683–86. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.683.

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Based on stress distribution characteristics of pressure-dispersive ground anchor, a new construction equipment was developed for sub-expanding, thus the effective diameter of anchoring body was enlarged, the anchoring capacity was enhanced and the project cost was saved. With on site pull-out test of this type anchor, the study on anchoring mechanism and its application value showed that it could greatly improve the safety and reliability of the anchoring technology.

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24

Bielinska-Kwapisz, Agnieszka, and F. William Brown. "Differential Gender Performance on the Major Field Test–Business." Journal of Education for Business 88, no. 3 (January 2013): 159–66. http://dx.doi.org/10.1080/08832323.2012.666296.

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25

Pan, Tso‐Chien, Siu Tee Wong, Hee Kiat Cheong, and Kok Wai Phang. "Field Load Test on Full‐Scale Reinforced Concrete Frame." Journal of Performance of Constructed Facilities 6, no. 3 (August 1992): 137–50. http://dx.doi.org/10.1061/(asce)0887-3828(1992)6:3(137).

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26

Nygårdhs, Sara, and Carina Fors. "Field test on visibility at cycle crossings at night." European Transport Research Review 2, no. 3 (August 25, 2010): 139–45. http://dx.doi.org/10.1007/s12544-010-0034-1.

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27

Farley, H. G., and L. G. Hajos. "Large induction motors-field test on locked rotor protection." IEEE Transactions on Power Delivery 3, no. 2 (April 1988): 490–95. http://dx.doi.org/10.1109/61.4284.

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28

Chow, W. K., and H. P. Lum. "Field Test on a Multiple Injection Staircase Pressurization System." Architectural Science Review 37, no. 3 (September 1994): 149–58. http://dx.doi.org/10.1080/00038628.1994.9697337.

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29

Budde, W. M., C. Y. Mardin, and M. Korth. "P 448 Blue on yellow full field flicker test." Vision Research 35 (October 1995): S242. http://dx.doi.org/10.1016/0042-6989(95)90708-4.

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30

Sala, Ramses, Niccolò Baldanzini, and Marco Pierini. "Global optimization test problems based on random field composition." Optimization Letters 11, no. 4 (May 5, 2016): 699–713. http://dx.doi.org/10.1007/s11590-016-1037-1.

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31

Mutlukan, E. "Red dots visual field test with blue on yellow & blue on red macula test grid." Eye 20, no. 4 (May 13, 2005): 506–8. http://dx.doi.org/10.1038/sj.eye.6701914.

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32

Varady, M., A. Konigova, and J. Corba. "A field study to evaluate the efficacy of fenbendazole on 9 stud farms." Veterinární Medicína 49, No. 2 (March 29, 2012): 42–46. http://dx.doi.org/10.17221/5673-vetmed.

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A study was conducted to determine the efficacy of a benzimidazole anthelmintic (fenbendazole) on horse farms in Slovakia. Nine stud farms with a total number of 80 horses were selected for the faecal egg count reduction (FECR) test. Resistance was assumed if egg count reduction was less than 90%. A low level of benzimidazole resistance was found on three farms (84.4–89.0%). On the remaining farms the results of the FECR test indicated substantial reduction in faecal egg output after treatment (92.5–99.4%). Larval identification before treatment revealed Cyathostominea larvae as being predominant.

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33

Zhao, Yan-rong, and Zhi-fang Zhou. "A Field Test Data Research Based on a New Hydraulic Parameters Quick Test Technology." Journal of Hydrodynamics 22, no. 4 (August 2010): 562–71. http://dx.doi.org/10.1016/s1001-6058(09)60089-5.

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34

Chen, Baoguo, Rui Ding, Junjie Zheng, and Shibiao Zhang. "Field test on temperature field and thermal stress for prestressed concrete box-girder bridge." Frontiers of Architecture and Civil Engineering in China 3, no. 2 (January 13, 2009): 158–64. http://dx.doi.org/10.1007/s11709-009-0002-9.

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35

Faraji, Yasmin, Marian T. Tan-Burghouwt, Ruud A. Bredewoud, Ruth M. A. van Nispen, and Laurentius J. (René) van Rijn. "Predictive Value of the Esterman Visual Field Test on the Outcome of the On-Road Driving Test." Translational Vision Science & Technology 11, no. 3 (March 17, 2022): 20. http://dx.doi.org/10.1167/tvst.11.3.20.

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36

Chen, Kaisheng. "Field Test Research on Red Clay Slope under Atmospheric Action." Advances in Civil Engineering 2021 (May 19, 2021): 1–11. http://dx.doi.org/10.1155/2021/6668979.

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By embedding water content sensors and pore water pressure sensors inside the red clay slope on-site in Guiyang, Guizhou, shear tests were performed on soil samples at different depths of the slope under different weather. The changes of water content, pore water pressure, and shear strength index of the slope inside the slope under the influence of the atmosphere were tracked and tested, and the failure characteristics and evolution of the red clay slope were analyzed. It is believed that the depth of influence of the atmosphere on red clay slopes is about 0.7 m, rainfall is the most direct climatic factor leading to the instability of red clay slopes, and the evaporation effect is an important prerequisite for the catastrophe of red clay slopes. The cohesion and internal friction angle of the slope soil have a good binary quadratic function relationship with the water content and density. The water content and density can be used to calculate the cohesion and internal friction angle. Failure characteristics of red clay slopes: the overall instability failure is less, mainly surface failure represented by gullies and weathering and spalling, and then gradually evolved into shallow instability failure represented by collapse and slump. The damage evolution law is as follows: splash corrosion and surface corrosion stage⟶ fracture development stage⟶ gully formation stage⟶ gully development through stage⟶ local collapse stage⟶ slope foot collapse stage.

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37

Sada, Hiroyuki, Seiji Yamajo, and Tsuyoshi Kawazoe. "Feasibility Study of Biodegradable Sterntube Lubricant on Field Test Vessel." Journal of The Japan Institute of Marine Engineering 42, no. 4 (2007): 719–24. http://dx.doi.org/10.5988/jime.42.4_719.

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38

Ahn, Joon, Changho Yun, and Byung Ha Kang. "Performance Analysis of Hybrid Desiccant Chiller Based on Field Test." Transactions of the Korean Society of Mechanical Engineers B 37, no. 7 (July 1, 2013): 621–27. http://dx.doi.org/10.3795/ksme-b.2013.37.7.621.

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39

Xu, Zhenhai, Yun Bai, Guanjun Wang, Changhong Gan, and Yuxiang Sun. "Research on Scenarios Construction for Automated Driving Functions Field Test." Journal of Physics: Conference Series 2283, no. 1 (June 1, 2022): 012010. http://dx.doi.org/10.1088/1742-6596/2283/1/012010.

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Abstract To promote the automated driving function field test for intelligent & connected vehicle in vehicle proving ground, a scenario construction method for automated driving functions field test is proposed in this paper. Firstly, through a systematic analysis of the 29 required scenarios and the actual roads situation in vehicle proving ground, 7 clusters of basic road characteristics of scenarios are summarized and taken as the basic items. Then, different special pavement marking, traffic light & sign and target are added in turn on the basic item of a selected scenario by a variable item with layered architecture to complete the scenario configuration flexibly. And the proposed method can clearly show construction difficulty of each scenario, and multiple scenarios can be constructed in the same site, which can realize a reuse of a single site in closed field to improve the test efficiency.

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40

Xu, Zhenhai, Yun Bai, Guanjun Wang, Changhong Gan, and Yuxiang Sun. "Research on Scenarios Construction for Automated Driving Functions Field Test." Journal of Physics: Conference Series 2283, no. 1 (June 1, 2022): 012010. http://dx.doi.org/10.1088/1742-6596/2283/1/012010.

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Abstract To promote the automated driving function field test for intelligent & connected vehicle in vehicle proving ground, a scenario construction method for automated driving functions field test is proposed in this paper. Firstly, through a systematic analysis of the 29 required scenarios and the actual roads situation in vehicle proving ground, 7 clusters of basic road characteristics of scenarios are summarized and taken as the basic items. Then, different special pavement marking, traffic light & sign and target are added in turn on the basic item of a selected scenario by a variable item with layered architecture to complete the scenario configuration flexibly. And the proposed method can clearly show construction difficulty of each scenario, and multiple scenarios can be constructed in the same site, which can realize a reuse of a single site in closed field to improve the test efficiency.

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41

Zhang, Zhong Miao, and Qian Qing Zhang. "Field Test on Composite Foundation Incorporating Flexible and Rigid Piles." Advanced Materials Research 168-170 (December 2010): 1140–44. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1140.

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This paper presents three static load tests of composite foundation incorporating flexible piles, rigid piles and different cushion materials to clarify the load-displacement behavior of composite foundation. The results of static load tests indicate that the cushion made of stone and sand is not suitable because of a large pile penetration. As far as the influence of cushion material is concerned, the cushion made of sand, gravel and rubble with the maximum particle size of less than 20 mm and grouted with cement slurry can be used to fully mobilize the bearing capacity of each part of composite foundation, and modify the load transfer mechanism of the piles. Moreover, this type of cushion can reduce the overall settlement and ensure the uniform settlement of building.

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42

Miao, Yun, and Xudong Wang. "Field Test Study on Vertical Bearing Characteristics of Coal Rock." Applied Sciences 12, no. 18 (September 16, 2022): 9301. http://dx.doi.org/10.3390/app12189301.

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Coal rock is rarely used as the foundation bearing strata. For buildings located on coal rock, it is a reasonable and feasible way to obtain the vertical bearing characteristics of coal rock through field tests. Three plate load tests and two bi-directional load tests were carried out, and the design parameters of the vertical bearing capacity of the shallow foundation and the deep foundation were obtained, respectively. The plate load test results show that the pressure–settlement curve of coal rock is a steep-drop-type, and the deformation modulus decreases with the increase of the pressure. The bi-directional load test results show that the unit tip resistance-displacement curve of coal rock is a steep-drop-type, and the load transfer function of the unit tip resistance is an ideal elastic–plastic curve, and the displacement value corresponding to the ultimate bearing capacity is about 1% of the pile diameter. The load transfer function of the unit side resistance of coal rock is a hyperbolic curve. The equivalent pile top load–settlement curve obtained according to the load transfer functions of the unit tip resistance and the unit side resistance is consistent with the equivalent conversion results of the bi-directional load test method.

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43

Song, Xiu Guang, Kai Yao, Zhi Gang Dou, and Yang Yang. "Field Test Study on Dynamic Stress Characteristics of Sand Soil." Advanced Materials Research 243-249 (May 2011): 3285–88. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3285.

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In order to understand the dynamic stress diffusion rule of the waste iron slag (sand soil) during dynamic consolidation, we conducted a large field test. The propagation and attenuation of dynamic stress in each ramming strike was recorded through the resistance strain gauge. It was shown that the dynamic stress caused by dynamic consolidation is pretty obvious. The dynamic stress dissipates extremely fast during the dynamic consolidation, the time is only 0.5s after plus the aftermath. The soil dynamic stress has heart-shaped distribution during the compaction. The dynamic stress value increases with the tamping hit number, but it keeps stable after about the third hits.

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44

Verlé, P., P. Verlé, N. T. Ruyen, N. T. Huong, N. T. Be, A. Kongs, P. Van Der Stuyft, and M. Coosemans. "A simple field test for detecting pyrethroids on impregnated nets." Tropical Medicine & International Health 3, no. 10 (October 1998): 833–36. http://dx.doi.org/10.1046/j.1365-3156.1998.00302.x.

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45

Richards, Roy L., and Ioana Park. "Field impact noise test data on a concrete floor structure." Journal of the Acoustical Society of America 100, no. 4 (October 1996): 2770. http://dx.doi.org/10.1121/1.416395.

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46

Kircher, John C., and David C. Raskin. "Laboratory and Field Research on the Ocular-motor Deception Test." European Polygraph 10, no. 4 (December 1, 2016): 159–72. http://dx.doi.org/10.1515/ep-2016-0021.

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47

Grinč, Michal, Terezie Vondráčková, Martin Slabej, Ján Lizbetin, and Stanislav Škoda. "Repeated GPR Measurements Carried Out On a Test Field Facility." Procedia Earth and Planetary Science 15 (2015): 37–42. http://dx.doi.org/10.1016/j.proeps.2015.08.010.

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48

Sert, Ceyda. "The Role of Teacher Field Knowledge Test on Teachers’ Knowledge." Procedia - Social and Behavioral Sciences 199 (August 2015): 801–5. http://dx.doi.org/10.1016/j.sbspro.2015.07.614.

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49

Chung, S. G., G. J. Kim, M. S. Kim, and C. K. Ryu. "Undrained Shear Strength from Field Vane Test on Busan Clay." Marine Georesources & Geotechnology 25, no. 3-4 (December 5, 2007): 167–79. http://dx.doi.org/10.1080/10641190701699350.

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50

Andrade, Rodrigo Maciel, Aylton José Figueira Júnior, Alberto Carlos Amadio, and Júlio Cerca Serrão. "PREDICTION OF 100 METERS SPRINT PERFORMANCE BASED ON FIELD TEST." Revista Brasileira de Medicina do Esporte 25, no. 4 (August 2019): 349–53. http://dx.doi.org/10.1590/1517-869220192504210690.

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ABSTRACT Introduction: The 100-meter dash (100 m) event holds particular appeal. Coaches and researchers seek to understand the determinants of performance in this task. Although information has been produced over the years, it is not fully applied by coaches who generally assess the success of employed training methods through objective field tests, such as 60 m dash test performance. Objective: Investigate 100 m performance based on 60 m performance. Methods: Two hundred and forty six men and 153 women divided into two subgroups were evaluated for estimation (Fvalidation; n=123 and Mvalidation; n=204) and validation of predictive models (Fcross-validation; n=30 and Mcross-validation; n=42) for 100 m dash performance (time take to cover 100 m). Partial time was measured based on the 100 m distance marked previously every 10 meters from the starting line on both sides of the track. The predictive models were based on the interval in the 60 meters with a time interval of 10-10 m. Results: Magnitude of correlation was very high. High coefficients of determination and differences of no statistical significance (p <.001) were found between the criteria and predicted values. The predictive equations presented constant error values below 0.001s; total absolute error of 0.12s; 0.10s for Mvalidation and Fvalidation, respectively, and 1.13% and 0.85% of total relative error for Mvalidation and Fvalidation, respectively. Bland-Altman analysis showed an increase in the level of concordance between the criteria and predicted values of Fvalidation and Mvalidation. Similar responses were found when the proposed models were applied to Fcross-validation and Mcross-validation. Conclusion: The estimation models were able to accurately predict 100 m performance based on 60 m performance. Level of evidence: II; Diagnostic studies - Investigating a diagnostic test.

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