Zobrazeno 1 - 10
of 20
pro vyhledávání: '"E. Ray Brown"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:57-67
Recognizing the importance of in-place density in building cost-effective asphalt pavements, a Federal Highway Administration (FHWA) Demonstration Project was created for “Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::206daaf45ddce2bdf8697ccc0430988c
https://doi.org/10.1177/0361198118767419
https://doi.org/10.1177/0361198118767419
Autor:
M. Carolina Rodezno, E. Ray Brown
Publikováno v:
Road Materials and Pavement Design. 18:112-127
Accurate determination of asphalt content and aggregate gradation is critical for controlling the quality of asphalt mixtures during construction. Most state specifications require quantitative evaluation of the asphalt content of mixes as a criterio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d57234b03f33042fa68a9b65d9b82c2d
https://doi.org/10.1080/14680629.2017.1389091
https://doi.org/10.1080/14680629.2017.1389091
Publikováno v:
Construction and Building Materials. 121:265-277
The effects of different compactors and lift thickness on hot mix asphalt (HMA) have been persistently discussed among asphalt experts. In many cases, pavements paved with the high-in-place air voids permit water to penetrate the permeable pavement c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89cc37e92c42d72c2c91846863ad3131
https://doi.org/10.1016/j.conbuildmat.2016.05.129
https://doi.org/10.1016/j.conbuildmat.2016.05.129
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2368:3-11
In 2006, the Oklahoma Department of Transportation sponsored work at the pavement test track of the National Center for Asphalt Technology to compare the performance of two sections that had been designed to determine the necessary thickness for perp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f782bc00a3f1d583c8fdda76ba099688
https://doi.org/10.3141/2368-01
https://doi.org/10.3141/2368-01
Publikováno v:
International Journal of Pavement Engineering. 13:281-296
Several design criteria exist for predicting the fatigue life of hot-mix asphalt (HMA) pavements. Researchers previously developed an Aged Asphalt fatigue criterion from laboratory testing of aged field HMA airfield pavements. This criterion is uniqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8eae4aaad0951954aa7fd88dc36e4b55
https://doi.org/10.1080/10298436.2011.566925
https://doi.org/10.1080/10298436.2011.566925
Publikováno v:
International Journal of Pavement Engineering. 13:126-136
Asphalt concrete pavements for commercial airport applications in the USA are constructed according to guidelines in Item P-401, ‘Plant Mix Bituminous Pavements’, Federal Aviation Administration (FAA) Advisory Circular 150/5370-10E. Item P-401 sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a9cbd34f36494ebcd4b44a5fb4c9f5e
https://doi.org/10.1080/10298436.2011.617443
https://doi.org/10.1080/10298436.2011.617443
Autor:
E. Ray Brown, Jonathon R. Griffin
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2235:88-94
The federal, state, and local highway authorities in the United States invested $3.9 billion in the rehabilitation of roughly 8,000 mi of pavement in 2008. This significant investment emphasizes the importance of ensuring that rehabilitation techniqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e9b197b660efc998863517e721d6040
https://doi.org/10.3141/2235-10
https://doi.org/10.3141/2235-10
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1929:149-156
Current stone matrix asphalt (SMA) design guidelines list two compaction options to design SMA, 50 blows Marshall or 100 gyrations with the Superpave® gyratory compactor (SGC). However, some states have found that 100 gyrations with the SGC is exces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21394547070a705d11c1468b1659c91c
https://doi.org/10.1177/0361198105192900118
https://doi.org/10.1177/0361198105192900118
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1929:133-140
The Alabama Department of Transportation specifies the Superpave® design system for most of its dense-graded HMA mixes. However, there is concern that the number of design gyrations ( NDesign) may be too high for specified traffic levels. Mixes desi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9537059b61abfdcfab98e25a2bdcfd81
https://doi.org/10.1177/0361198105192900116
https://doi.org/10.1177/0361198105192900116
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1891:229-237
The term "workability" has been used to describe several properties related to the construction of hot-mix asphalt (HMA). For this study, workability was defined as a property describing the ease with which HMA can be placed, worked by hand, and comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d23f2e293aee9ffbe88ee5327f29bd1a
https://doi.org/10.3141/1891-27
https://doi.org/10.3141/1891-27