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FINAL BURIAL CEREMONY MRS.ROLIAT RAJI OWOMARAYA BE MY GUEST DATE : 26/05/2015 VENUE: Emmanuel pry school, Emmanuel street, ojota TIME: Fidau prayer -11:00 am Reception follows @ 3pm DIRECTION From ojota bus stop take a bike going to Emmanuel pry school . if u are going by car turn right at ojota bustop (Roju avenue after ojota motor garage , then keep straight down to Emmanuel street) ask for Emmanuel pry school . R.V.S.P. PAPA 08023944661 THANKS FOR COMING FINAL BURIAL CEREMONY MRS.ROLIAT RAJI OWOMARAYA BE MY GUEST DATE : 26/05/2015 VENUE: Emmanuel pry school, Emmanuel street, ojota TIME: Fidau prayer -11:00 am Reception follows @ 3pm DIRECTION From ojota bus stop take a bike going to Emmanuel pry school . if u are going by car turn right at ojota bustop (Roju avenue after ojota motor garage , then keep straight down to Emmanuel street) ask for Emmanuel pry school .

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FINAL BURIAL CEREMONYMRS.ROLIAT RAJI OWOMARAYABE MY GUESTDATE : 26/05/2015 VENUE:Emmanuel pry school, Emmanuel street, ojotaTIME:Fidau prayer -11:00 amReception follows @ 3pm

DIRECTION From ojota bus stop take a bike going to Emmanuel pry school . if u are going by car turn right at ojota bustop (Roju avenue after ojota motor garage , then keep straight down to Emmanuel street) ask for Emmanuel pry school .R.V.S.P. PAPA08023944661 THANKS FOR COMING FINAL BURIAL CEREMONYMRS.ROLIAT RAJI OWOMARAYABE MY GUESTDATE : 26/05/2015 VENUE:Emmanuel pry school, Emmanuel street, ojotaTIME:Fidau prayer -11:00 amReception follows @ 3pm

DIRECTION From ojota bus stop take a bike going to Emmanuel pry school . if u are going by car turn right at ojota bustop (Roju avenue after ojota motor garage , then keep straight down to Emmanuel street) ask for Emmanuel pry school .R.V.S.P. PAPA08023944661 THANKS FOR COMING Flexible Pavements:Flexible pavement can be defined as the one consisting of a mixture of asphaltic or bituminous material and aggregates placed on a bed of compacted granular material of appropriate quality in layers over the subgrade. Water bound macadam roads and stabilized soil roads with or without asphaltic toppings are examples of flexible pavements.The design of flexible pavement is based on the principle that for a load of any magnitude, the intensity of a load diminishes as the load is transmitted downwards from the surface by virtue of spreading over an increasingly larger area, by carrying it deep enough into the ground through successive layers of granular material.Thus for flexible pavement, there can be grading in the quality of materials used, the materials with high degree of strength is used at or near the surface. Thus the strength of subgrade primarily influences the thickness of the flexible pavement.Rigid Pavements:A rigid pavement is constructed from cement concrete or reinforced concrete slabs. Grouted concrete roads are in the category of semi-rigid pavements.The design of rigid pavement is based on providing a structural cement concrete slab of sufficient strength to resists the loads from traffic. The rigid pavement has rigidity and high modulus of elasticity to distribute the load over a relatively wide area of soil.Minor variations in subgrade strength have little influence on the structural capacity of a rigid pavement. In the design of a rigid pavement, the flexural strength of concrete is the major factor and not the strength of subgrade. Due to this property of pavement, when the subgrade deflects beneath the rigid pavement, the concrete slab is able to bridge over the localized failures and areas of inadequate support from subgrade because of slab action.Difference between Flexible Pavements and Rigid Pavements:Flexible PavementRigid Pavement

1.It consists of a series of layers with the highest quality materials at or near the surface of pavement.It consists of one layer Portland cement concrete slab or relatively high flexural strength.

2.It reflects the deformations of subgrade and subsequent layers on the surface.It is able to bridge over localized failures and area of inadequate support.

3.Its stability depends upon the aggregate interlock, particle friction and cohesion.Its structural strength is provided by the pavement slab itself by its beam action.

4. Pavement design is greatly influenced by the subgrade strength.Flexural strength of concrete is a major factor for design.

5.It functions by a way of load distribution through the component layersIt distributes load over a wide area of subgrade because of its rigidity and high modulus of elasticity.

6.Temperature variations due to change in atmospheric conditions do not produce stresses in flexible pavements.Temperature changes induce heavy stresses in rigid pavements.

7.Flexible pavements have self healing properties due to heavier wheel loads are recoverable due to some extent.Any excessive deformations occurring due to heavier wheel loads are not recoverable, i.e. settlements are permanent.

Chemical stabilization involves mixing or injecting the soil with chemically active compounds such as Portland cement, lime, fly ash, calcium or sodium chloride or with viscoelastic materials such as bitumen Camber or cant is the cross slope provided to raise middle of the road surface in the transverse direction to drain off rain water from road surface. The objectives of providing camber are: Surface protection especially for gravel and bituminous roads.n. Road signs are placed in specific areas to ensure the safety of drivers. These markers let drivers know how fast to drive. They also tell drivers when and where to turn or not to turn. In order to be a terrific driver, you need to have an understanding of what the sign mean. A student driver will not be able to get their license unless they know what all traffic signs mean.a special route arranged for traffic to follow when the normal route cannot be used.More typical water-cement ratios of 0.4 to 0.6 are used. For higher-strength concrete, lower water:cement ratios are used, along with a plasticizer to increase flowability. Too much water will result in segregation of the sand and aggregate components from the cement paste.It is the process of measuring concrete mix ingredients either by volume or by mass and introducing them into the mixture. Traditionally batching is done by volume but most specifications require that batching be done by mass rather than volume. Percentage of accuracy for measurement of concrete materials is as follows:Cement:When the quantity of cement to be batched exceeds 30% of scale capacity, the measuring accuracy should be within 1% of required mass. If measuring quantity is less than 30% i.e. for smaller batches then the measuring accuracy should be within 4% of the required quantity.Aggregates:If the measurement is more than 30% of the scale capacity then the measuring accuracy should be within 1%. If measurement is less than 30% then the measuring accuracy should be within less than 3%.

Water:Water is measured in volumetric quantity as 1 litre = 1kg. In case of water, the measuring accuracy should be within 1%