An Investigation of the Suitability of Roller Compacted Concrete for High-speed Traffic Pavements PDF Download
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Author:
Publisher:
ISBN: 9780869104385
Category : Pavements, Concrete
Languages : en
Pages : 0
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Book Description
Author:
Publisher:
ISBN: 9780869104385
Category : Pavements, Concrete
Languages : en
Pages : 0
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Book Description
Author: G. W. Jameson
Publisher:
ISBN: 9780869104378
Category : Pavements, Concrete
Languages : en
Pages : 65
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Book Description
Author: Dennis Ludwig
Publisher:
ISBN:
Category : Concrete roads
Languages : en
Pages : 158
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Book Description
Author: Vijay Kumar Puppala
Publisher:
ISBN:
Category : Roller compacted concrete
Languages : en
Pages : 336
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Book Description
Author: American Concrete Institute
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 1032
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Author:
Publisher:
ISBN:
Category : Pavements, Composite
Languages : en
Pages : 58
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Book Description
Roller-compacted concrete (RCC) is a relatively stiffer hydraulic cement concrete mixture than regular concrete when fresh. Similar to regular concrete, RCC is a mixture of aggregate, cementitious materials, and water, but it is placed using asphalt pavers and compacted by vibratory rollers, and it hardens into concrete. RCC contains a low amount of water, exhibits no slump, and requires asphalt paving equipment for placement rather than expensive slip-form paving equipment. It does not contain reinforcement, tie-bars, or dowels. RCC can be placed and opened to traffic in a short period of time. All of these factors combined make it a relatively low-cost material for roadways compared to asphalt or conventional concrete pavements. However, RCC may lack the smoothness required for high-speed roadways and can undergo raveling and/or cracking; an asphalt overlay may remedy the smoothness and raveling issues. Although cracks might occur in the RCC and potentially reflect through the asphalt layer, such cracks should stay tight because of the low shrinkage of RCC. A composite pavement with RCC and an asphalt overlay has the potential to be a cost-effective long-lasting pavement system. The purpose of this study was to document the construction procedures and provide lessons learned for a RCC project recently completed by the Virginia Department of Transportation that covered about 134,000 ft2, equivalent to 2 lane-miles, at the Park & Ride lot in Stafford County, Virginia. About one-third of the RCC was used to rehabilitate the existing Staffordboro Boulevard (Route 684). The mixture used had 15% fly ash to provide improved durability and sustainability. Batches of the RCC mixture fluctuated in moisture content, and delays in placement sometimes occurred that also resulted in wet and dry mixtures. The compaction, surface smoothness, and road profile were affected by the fluctuations in moisture content. RCC cylinders prepared using a vibratory hammer usually exceeded compressive strengths of 1,600 psi and 4,000 psi at 12 hours and 28 days, respectively. Only a few early cracks were observed in the pavement. Opening to traffic at an early age for a section, i.e., within 5 to 6 hours of placement, did not result in any visual damage to the pavement; most sections were opened in less than 48 hours. RCC overlaid with 2 in of asphalt is performing well after two winters and 18 months of traffic for one section and after one winter and 8 months of traffic for the rest. Based on the observations in this study, for successful construction of RCC, proper compaction and mixing equipment are essential. Achieving the proper level of compaction in the field is key to attaining quality RCC. To avoid early cracks, joints need to be cut deeper than one-fourth depth of the pavement and continuous curing is essential. A continuous paving operation is needed to avoid unplanned and poor-performing cold joints. The Virginia Department of Transportation should consider RCC in future field trials, particularly for applications where fast construction of rigid (concrete) or composite pavement is needed.
Author: M. Shabbir Hossain
Publisher:
ISBN:
Category : Pavements, Composite
Languages : en
Pages : 53
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Book Description
Roller-compacted concrete (RCC) is a stiff mixture of aggregate, cementitious materials, and water with zero slump. RCC is consolidated or compacted in the fresh state by use of a roller with or without vibration. RCC typically is placed with asphalt paving equipment in thicknesses of 4 to 8 in for pavement application. RCC has gained the attention of the paving industry in recent years because of its history of low cost, rapid construction, and durable performance. The Virginia Transportation Research Council conducted this laboratory study to gain familiarity with RCC technology and to develop guidelines for its use in the field. RCC mixtures were successfully produced in the laboratory using locally available materials, and their properties were measured. These mixtures achieved compressive strengths around 5,000 psi in 28 days and had properties similar to those of conventional concrete in terms of compressive strength, modulus of elasticity, modulus of rupture, and splitting tensile strength. A special provision was developed and used in the two field projects. The special provision was subsequently modified based on the field experience and is provided in the Appendix. VDOT should implement the RCC specification developed in this study for regular VDOT use of RCC. Use of RCC should be considered in future field applications, particularly where fast construction of rigid (concrete) pavement is needed; an example of such an area would carry heavily loaded, slow-moving vehicles such as at intersections and access roads to truck or bus parking areas. VDOT should annually monitor the long-term performance of the two constructed RCC projects reviewed in this study over a period of at least 10 years. Evaluations should document joint efficiencies for load transfer (through testing with the falling weight deflectometer), any visual evidence of deterioration of asphalt at joints, and any other general signs of pavement distress that may occur.
Author: Robert W. Piggott
Publisher:
ISBN: 9780893122003
Category : Pavements, Concrete
Languages : en
Pages : 62
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Book Description
![Proceedings [of the Conference] PDF](https://books.google.com/books/content/images/frontcover/JYMnAQAAMAAJ?fife=w80-h100)
Author: Australian Road Research Board
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 396
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Book Description
Author: Edel R. Cortez
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 24
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Book Description
