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Road base

Develop mix design Determine end use Excavate and produce product Confirm effectiveness Construct end use (i.e., road base, pavement, etc.)... [Pg.296]

Extensive research has been conducted on the use of the following SWMs as highway C R materials (an alternative innovative way to recycle/reuse such wastes), soil stabilization material, roller compacted concrete, and road base stabilization materials. They include the following [1]. [Pg.219]

Salt damage to roads and highways including the breakdown of concrete, bitumen, and asphalt with associated pot holing, cracking, and crumbling of the road base. [Pg.58]

Processed tyre utilization Road base till Landfill operations and construction Highway construction... [Pg.479]

A number of field trials of various sulphur concretes are in progress. Sulphlex has been used for road bases in Texas (17), and the University of Calgary material, under the name Sudicrete, for the same purpose in British Columbia. [Pg.151]

Hammond, R., Deme, I. J., and MacManus, D., "The Use of Sand-Asphalt-Sulphur Mixes for Road Base and Surface Applications", Proceedings Canadian Technical Asphalt Association, November, 1971, 16. [Pg.191]

Mixes for Road-Base and Surface Applications, Proc. Can. Tech. Asphalt Assoc. (1971) 16,27-52. [Pg.119]

Mixes for Road Bases and Surface Applications, Proceedings Canadian Technical Asphalt Association, Vol. XVI, November 1971. [Pg.220]

Shear bond strength, psi (MPa) Fly ash and aggregates 5922 (42) after 7 days Road-based applications [6]... [Pg.160]

Expansion in water (%) y-ray absorption Fly ash and aggregates Fe203, UO2 0.358 Road-based applications [6] Encapsulation of radioactive materials... [Pg.160]

Freeze-thaw durability factor Fly ash and aggregates 89.7% after 300 cycles Road-based and permafrost applications... [Pg.160]

A sharp increase in price and decrease in availability of sulfur reduced the experimental effort temporarily, but laboratory work based on the above findings continued. Pourable paving mixes were developed containing one-sized sands which could be cast in place without rolling, much as portland cement concrete is handled. Based on satisfactory laboratory findings, a test road was constructed in Richmond, British Columbia in 1970, where a sand—asphalt—sulfur mix was cast between forms (5). The success of this trial, coupled with a decrease in the price of sulfur and the forecast for a long-term world sulfur surplus, led us to initiate an extensive research and development program to exploit sand-asphalt-sulfur mixes as road base and surface materials. [Pg.94]

Unbound (or uncoated) aggregate is widely used in the construction of roads. It is mainly used in the UK for the subbase (see Fig. 8.1), but may also be used in the capping layer. Uncoated roadstone may also be used for the road-base and, in the case of low volume roads, for the complete structure. [Pg.74]

The UK Highways Agency s specification [8.7] refers to unbound material for subbase and road-base (Table 8.4). A CEN specification is in preparation (see section 8.8.1). Specifications for use in tropical and sub-tropical countries are described in [8.16]. [Pg.75]

A variety of binders are used for road bases and sub-bases, capping layers, soil stabilisation and soil improvement, depending on the availability of materials and local traditions. This section refers to factory blended mixtures of binders. In-situ treatment of materials, using lime and other binders is described in section 26.3. [Pg.269]

Base course is the layer in a road below the wearing course and above the road base. [Pg.405]

Road base is the main structural element in a road pavement. It spreads concentrated loads from traffic over such an area that the subgrade is able to withstand them. [Pg.419]

Subbase is a layer, generally of granular material, laid on the sub-grade and on which the road base is laid. [Pg.422]

Road base. Another approach to the use of ground scrap rubber as a road building component was reported [6] by blending equal volumes of ground scrap rnbber, sand, and emulsified asphalt. [Pg.179]

Road base- A aggregate mixture of sand and stone. [Pg.276]

Dewatered flue gas desulfurization (FGD) scrubber material is most frequently generated as calcium sulfite, although some power plant scrubbing systems have the forced oxidation design, resulting in a calcium sulfate (or by-product gypsum) material. Calcium sulfite FGD scrubber material is oxidized to sulfate and used for road base, while the calcium sulfate FGD scrubber material is frequently used for wallboard or as a cement additive [66-80]. [Pg.95]

FGD scrubber material Stabilized base - Stabilized or fixated FGD scrubber material has been used successfully for road base construction, at a number of different sites in Florida, Pennsylvania, Ohio, and Texas - Stabilization or fixation of FGD scrubber material can be accomphshed by the addition of quicklime and pozzolanic fly ash, Portland cement, or selfcementing fly ash - The FGD scrubber sludge is dewatered before the addition of stabilization or fixation reagents - Additional fixation reagents may need to be added for stabilized base construction in order to meet compressive strength or durability requirements 66-80... [Pg.121]


See other pages where Road base is mentioned: [Pg.174]    [Pg.348]    [Pg.238]    [Pg.429]    [Pg.480]    [Pg.418]    [Pg.348]    [Pg.137]    [Pg.152]    [Pg.152]    [Pg.55]    [Pg.177]    [Pg.196]    [Pg.257]    [Pg.2614]    [Pg.424]    [Pg.93]    [Pg.105]    [Pg.108]    [Pg.182]    [Pg.96]   
See also in sourсe #XX -- [ Pg.74 , Pg.75 , Pg.419 ]




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Asphalt Component and Road Base

Road-based applications

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