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  • 1
    Online Resource
    Online Resource
    Informa UK Limited ; 2002
    In:  International Journal of Pavement Engineering Vol. 3, No. 3 ( 2002-01), p. 131-141
    In: International Journal of Pavement Engineering, Informa UK Limited, Vol. 3, No. 3 ( 2002-01), p. 131-141
    Type of Medium: Online Resource
    ISSN: 1029-8436 , 1477-268X
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2002
    detail.hit.zdb_id: 2135763-8
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  • 2
    Online Resource
    Online Resource
    SAGE Publications ; 2004
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1869, No. 1 ( 2004-01), p. 16-24
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1869, No. 1 ( 2004-01), p. 16-24
    Abstract: A common rehabilitation strategy used for repairing aged concrete pavement is to place a hot-mix asphalt (HMA) overlay on the existing concrete pavement. However, reflection cracks are often found to propagate from the underlying cracks and joints through the HMA layer. As such, much reflection cracking is believed to be caused by differential vertical and horizontal movements in the concrete pavement. A common method of determining the differential vertical movements is by measuring the load transfer efficiency (LTE) at the joints by using nondestructive deflection testing devices. A study was conducted with a rolling dynamic deflectometer (RDD) to evaluate the movement of joints in concrete pavements. Evaluation of joint movements by RDD testing permits estimation of the LTE of each joint or transverse crack. On the basis of the assumption that reflection cracks are more likely to form at joints or cracks with low LTE than with high LTE, pavement engineers can use the results to identify areas with low LTE and perform necessary repairs at these locations to reduce the potential for creating reflection cracking. Field data collected before rehabilitation work on US-82 near Gainesville, Texas, are presented as a case study, and the benefits of continuous deflection profiling for use in the district’s rehabilitation strategy are discussed.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2004
    detail.hit.zdb_id: 2403378-9
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  • 3
    Online Resource
    Online Resource
    Informa UK Limited ; 2000
    In:  International Journal of Pavement Engineering Vol. 1, No. 3 ( 2000-08), p. 171-192
    In: International Journal of Pavement Engineering, Informa UK Limited, Vol. 1, No. 3 ( 2000-08), p. 171-192
    Type of Medium: Online Resource
    ISSN: 1029-8436 , 1477-268X
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2000
    detail.hit.zdb_id: 2135763-8
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  • 4
    Online Resource
    Online Resource
    Informa UK Limited ; 2002
    In:  International Journal of Pavement Engineering Vol. 3, No. 2 ( 2002-01), p. 71-83
    In: International Journal of Pavement Engineering, Informa UK Limited, Vol. 3, No. 2 ( 2002-01), p. 71-83
    Type of Medium: Online Resource
    ISSN: 1029-8436 , 1477-268X
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2002
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  • 5
    Online Resource
    Online Resource
    SAGE Publications ; 2000
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1716, No. 1 ( 2000-01), p. 98-107
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1716, No. 1 ( 2000-01), p. 98-107
    Abstract: The Texas Department of Transportation (TxDOT), in partnership with the Center for Transportation Research, has implemented the Texas mobile load simulator (TxMLS) as a tool for accelerated testing of in-service pavements. Although the TxMLS has been used successfully to test in-service pavements in the Yoakum and Fort Worth districts, the fact that only one TxMLS machine exists limits the number of accelerated pavement tests (APT) that can be performed. Therefore, TxDOT is evaluating a modification of the rolling dynamic deflectometer (RDD) for use as a super-accelerated pavement tester. In this application, the truck-mounted dynamic loading system is operated in a stationary mode, with the loading rollers and rolling sensors of the RDD removed from operation. The servohydraulic actuator is used for application of harmonic loading to a wheel footprint on the pavement surface. Hundreds of thousands of load repetitions are applied in a matter of hours; hence the designation as super-accelerated testing. This stationary dynamic deflectometer (SDD) is being studied as a possible tool for use in expanding TxDOT’s APT program. The SDD may allow TxDOT to increase, in a cost-effective manner, the number of accelerated tests that can be performed. Preliminary tests have been performed with the TxMLS and SDD on two different pavement recycling strategies constructed on the northbound and southbound lanes of US-281 in the Fort Worth District. That the same conclusion was reached about the relative performance of the test sections with both machines indicates the potential usefulness of the SDD.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2000
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 2001
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1764, No. 1 ( 2001-01), p. 78-88
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1764, No. 1 ( 2001-01), p. 78-88
    Abstract: Results obtained with the rut bar were compared with those obtained with other devices, and it was determined why the rut-bar measurements are different from field observations. Also, because it would be beneficial if the cause of the rutting could be identified from the shapes of the profiles collected by next-generation rut-bar vehicles, it was determined whether this is possible. Trenching data were collected for 10 different pavements located in Texas. Rut depths were measured with several devices before a trench was cut across the traffic lane. Careful measurement of each pavement layer was done to determine the amount of rutting in each layer. Although there may be 50 mm of rutting as measured with a straightedge, the rut bar sometimes measured no rutting. The rut bar yielded zero rut depth in 10 percent of cases in which ruts were deeper than 16 mm. This is mainly due to limitations of the current rut-bar setup, specifically, the sensor spacing and rut-bar length. A profile alone is still not adequate to determine the layer in which rutting occurred. Material-related problems such as bleeding yielded wide-basin rutting that appears to be base or sub-grade rutting, as observed from the profile alone. The profile has been found to be inadequate for determination of the major source of rutting except when there is a clear dual-wheel rut. This is a good indication that rutting is isolated to the asphalt concrete surface layer. The sensor spacing recommended for routine data collection is 100 mm. Analysis of the data shows that this spacing is 95 percent accurate and capable of capturing dual-tire ruts.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2001
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 2000
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1716, No. 1 ( 2000-01), p. 30-39
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1716, No. 1 ( 2000-01), p. 30-39
    Abstract: Repeated falling weight deflectometer (FWD) tests were conducted at three sites. The tests were conducted at regular intervals for 2 to 3 consecutive days per location, and also done during different seasons in order that the widest possible range of temperatures could be obtained. The influence of cracks on temperature correction was also investigated. Temperature correction equations for deflection and moduli were developed so that users could be allowed to input their own reference temperatures. For all test pads, only the W1 and W2 deflections were found to be significantly affected by temperature. Comparisons with other reported temperature correction equations showed close agreement for deflection, but not for moduli. Tests were also run on cracked locations. Temperature did not affect the response of the cracked pavement as much as it did the intact pavement. Due to the different temperature-dependent characteristics of intact and cracked locations, the equations developed from the intact locations may not be used on cracked locations.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2000
    detail.hit.zdb_id: 2403378-9
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 2001
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1764, No. 1 ( 2001-01), p. 1-10
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1764, No. 1 ( 2001-01), p. 1-10
    Abstract: The dynamic cone penetrometer (DCP) is one of the lowest-cost alternatives for characterization of pavement layer qualities. In addition, it is fairly easy to collect and analyze data with the DCP. The DCP is not popular in the pavement engineering community, partly because of the lack of a solid correlation between DCP results and modulus values. More than 60 DCP tests have been conducted on two test pavements used for accelerated pavement testing to assess the validities of empirical equations proposed in previous literature to compute layer moduli from data obtained with the DCP. The effect of the test procedure on the DCP test values was studied, and the moduli obtained with the DCP were compared with those obtained by falling weight deflectometer (FWD)-multidepth deflectometer (MDD) and laboratory tests. It was found that the values obtained with the DCP are dependent on the test procedure, which affects the results by at least 10 percent. If there is an asphalt concrete layer, it is preferable to conduct DCP tests through a drilled hole. A sample size of 6 is recommended for routine characterization of base and subgrade layers, because this number would achieve 95 percent confidence and an error of estimate of less than 20 percent. The moduli obtained by using the DCP and the adopted equations yielded results compatible with those obtained from FWD-MDD tests. Those equations have been recommended to the Texas Department of Transportation for further evaluation and use in routine analysis. The laboratory-determined subgrade moduli were only slightly higher than those from DCP and FWD-MDD tests. No correction factor is required for the moduli backcalculated from FWD data to match the moduli obtained in the laboratory.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2001
    detail.hit.zdb_id: 2403378-9
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  • 9
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2002
    In:  Journal of Performance of Constructed Facilities Vol. 16, No. 1 ( 2002-02), p. 21-32
    In: Journal of Performance of Constructed Facilities, American Society of Civil Engineers (ASCE), Vol. 16, No. 1 ( 2002-02), p. 21-32
    Type of Medium: Online Resource
    ISSN: 0887-3828 , 1943-5509
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2002
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  • 10
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2003
    In:  Journal of Performance of Constructed Facilities Vol. 17, No. 2 ( 2003-05), p. 67-74
    In: Journal of Performance of Constructed Facilities, American Society of Civil Engineers (ASCE), Vol. 17, No. 2 ( 2003-05), p. 67-74
    Type of Medium: Online Resource
    ISSN: 0887-3828 , 1943-5509
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2003
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