Monday 26 February 2018

HOW TO MEASURE SLOPE OF A ROAD



 HOW TO MEASURE THE SLOPE OF A ROAD


Land surveyors use trigonometry and their fancy equipment to measure things like the slope of a piece of land (how far it drops over a certain distance).
Have you ever noticed a worker along the road, peering through an instrument, looking at a fellow worker holding up a sign or a flag?


Haven’t you ever wondered what they’re doing?
Have you wanted to get out and look through the instrument, too?
With trigonometry, you can do just what those workers do  measure distances and angles.

You may recognize that the slope of land downward is sort of like an angle of depression. Slopes, angles of depression, and angles of elevation are all interrelated because they use the same trig functions. It’s just that in slope applications, you’re solving for the angle rather than a length or distance.

To solve one of these Surveying problems involving slope, you can use the trig ratios and right triangles.

One side of the triangle is the distance from one worker to the other; the other side is the vertical distance from the ground to a point on a pole. You form a ratio with those measures and determine the angle — voile!

Suppose that Elliott and Fred are making measurements for the road-paving crew. They need to know how much the land slopes downward along a particular stretch of road to be sure there’s proper drainage.
Elliott walks 80 feet from Fred and holds up a long pole, perpendicular to the ground, that has markings every inch along it. Fred looks at the pole through a sighting instrument. Looking straight across, parallel to the horizon, Fred sights a point on the pole 50 inches above the ground — call it point A. Then Fred looks through the instrument at the bottom of the pole, creating an angle of depression.


 What is the angle of depression, or slope of the  Road, to where Elliott is standing? 



1) Identify the parts of the right triangle that you can use to solve the problem.

The values you know are for the sides adjacent to and opposite the angle of depression. Call the angle measure x.

2) Determine which trig function to use.

The tangent of the angle with measure x uses opposite divided by adjacent.

3) Write an equation with the trig function; then insert the values that you know.


In this problem, you need to write the equation with a common unit of measurement — either feet or inches. Changing 80 feet to inches makes for a big number; changing 50 inches to feet involves a fraction or decimal. Whichever unit you choose is up to you. In this example, convert feet to inches.
80 feet = 80 x 12 inches = 960 inches


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Substituting in the values, you get the tangent of some angle with a measure of x degrees:



Solve for the value of x.
In the Appendix, you see that an angle of 2.9 degrees has a tangent of 0.0507, and a 3-degree angle has a tangent of 0.0524. The 3-degree angle has a tangent that’s closer to 0.05208333, so you can estimate that the road slopes at a 3-degree angle between Elliott and Fred.

Another way to solve for that angle measure is to use a scientific calculator and the inverse tangent function. Your calculator says that the angle whose tangent is 0.05208333 is an angle of 2.98146 degrees. So, the estimate of three degrees from the table is right on.


Monday 19 February 2018

How To Build Strong Base For Road




  A strong base for the upper road structure   
    
The bottom layer essentially comprises an unbound mixture of coarse and fine crushed stone, as well as crushed sand, to achieve the desired load-bearing capacity and absorb traffic loads so that the underlying subgrade is not deformed.

A gravel layer protects against frost

Roads are exposed to particularly high stresses when the water contained in the pavement structure begins to freeze. Water expands when freezing, which can lead to frost damage that will sooner or later have an impact also on the road surface. This is prevented by a so-called frost blanket which usually consists of a mixture of gravel and sand, supplemented by crushed mineral aggregate. When compacted, these layers of frost-resistant materials conduct water away from the upper pavement layers, reducing tensions very effectively at the same time.



 The mix makes all the difference

In many cases, a bound base course is overlaid over the unbound base course. Bitumen, cement or lime is predominantly used as binder.



Bituminous bound base layers

Mixes containing bitumen are referred to as hot-paved or cold-paved asphalt base courses, depending on whether the mix is hot or cold. The base course is said to be hydraulically bound when cement or lime is used as binder.

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 Hydraulically bound base layers

When the mineral aggregate mixture is bound with cement or lime, the resulting base layer is called a hydraulically bound base layer. Mineral aggregate mixtures used for this type of base layer consist of Un_crushed gravel or coarse aggregate, chippings, and crushed or natural sand. Ever more frequently, these mixes also contain a percentage of recycled construction materials.

 Paving a hydraulically bound base layer.

Precisely metered quantities of cement slurry are added via hose connections from the slurry mixer to the cold recycle.

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Friday 16 February 2018

How to set level Quickly




Auto Level Setup


1. Setup your tripod as level as possible, step on tripod legs to drive into the ground.

2. Attach auto level to the tripod.

3. Adjust level so bubble is centered in vial.

4. Adjust recital until cross hairs are clear.

5. Adjust the objective lens until object you are sighting on is clear.




Care of Auto Levels

If the instrument becomes wet leave it unpacked. Wipe down instrument, clean and dry transport case. Pack up instrument only when it is perfectly dry. Never touch the glass with fingers, use soft clean lint-free cloth to clean lens.




Wednesday 14 February 2018

How to check error in Level machine


 How to check error in Level machine 

Two Peg test need to carry out before we start the leveling.
Job to ensure the instrument in good condition. Let us see below diagram how surveyor needs to do in field.


First, we need to measure by tape 30 m from point C to point A and B. You also can do by 25 m. Choose flat area for this test and observe the staff A and B.
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After that, the Auto level
move to point D where is about L/10 meter. L is total length from point A to B. Jot down the Staff A and B reading.








Do comparison between 2 set of readings and the collimation should within 1mm. If more than that it is advised to do instrument calibration.



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Monday 12 February 2018

Compressive strength of concrete cube TEST




  Compressive strength of concrete cube TEST  

Provides an idea about all the characteristics of concrete:- 

By this single test one judge that whether Concreting has been done properly or not. Concrete compressive strength for general construction varies from 15 MPa (2200 psi) to 30 MPa (4400 psi) and higher in commercial and industrial structures.

Compressive strength of concrete depends on many factors such as water-cement ratio, cement strength, quality of concrete material, and quality control during production of concrete etc.
Test for compressive strength is carried out either on cube or cylinder. Various standard codes recommend concrete cylinder or concrete cube as the standard specimen for the test. American Society for Testing Materials ASTM C39/C39M provides Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

Procedure: Compressive Strength Test of Concrete Cubes:  


For cube test two types of specimens either cubes of 15cm X 15cm X 15cm or 10cm X 10cm x 10cm depending upon the size of aggregate are used. For most of the works cubical moulds of size 15cm x 15cm x 15cm are commonly used.

This concrete is poured in the moulds and tempered properly so as not to have any voids. After 24 hours these moulds are removed and test specimens are put in water for curing. The top surface of this specimen should be made even and smooth. This is done by putting cement paste and spreading smoothly on whole area of specimen.



These specimens are tested by compression testing machine after 7 days curing or 28 days curing. Load should be applied gradually at the rate of 140 kg/cm2 per minute till the Specimens fails. Load at the failure divided by area of specimen gives the compressive strength of concrete.

Procedure for testing Compressive strength of Concrete Cubes following:- 

Apparatus for Concrete Cube Test
Compression testing machine

Preparation of Concrete Cube Specimen
The proportion and material for making these test specimens are from the same concrete used in the field.

Specimen

6 cubes of 15 cm size Mix. M15 or above

Mixing of Concrete for Cube Test
Mix the concrete either by hand or in a laboratory batch mixer
Hand Mixing

(i)Mix the cement and fine aggregate on a water tight none-absorbent platform until the mixture is thoroughly blended and is of uniform color

(ii)Add the coarse aggregate and mix with cement and fine aggregate until the coarse aggregate is uniformly distributed throughout the batch

(iii)Add water and mix it until the concrete appears to be homogeneous and of the desired consistency

Sampling of Cubes for Test
(i) Clean the mounds and apply oil

(ii) Fill the concrete in the molds in layers approximately 5cm thick

(iii) Compact each layer with not less than 35strokes per layer using a tamping rod (steel bar 16mm diameter and 60cm long, bullet pointed at lower end)

(iv) Level the top surface and smoothed it with a trowel



 Curing of Cubes:  


The test specimens are stored in moist air for 24 hours and after this period the specimens are marked and removed from the molds and kept submerged in clear fresh water until taken out prior to test.

Precautions for Tests: 


The water for curing should be tested every 7 days and the temperature of water must be at 27+-2oC.

Procedure for Cube Test: 

(I) Remove the specimen from water after specified curing time and wipe out excess water from the surface.

(II) Take the dimension of the specimen to the nearest 0.2m

(III) Clean the bearing surface of the testing machine

(IV) Place the specimen in the machine in such a manner that the load shall be applied to the opposite sides of the cube cast.

(V) Align the specimen centrally on the base plate of the machine.

(VI) Rotate the movable portion gently by hand so that it touches the top surface of the specimen.

(VII) Apply the load gradually without shock and continuously at the rate of 140 kg/cm2/minute till the specimen fails

(VIII) Record the maximum load and note any unusual features in the type of failure.

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 Note: 

Minimum three specimens should be tested at each selected age. If strength of any specimen varies by more than 15 per cent of average strength, results of such specimen should be rejected. Average of three specimens gives the crushing strength of concrete.

The strength requirements of concrete: 

Calculations for Concrete Cube Tests for Compressive Strength:
Size of the cube = 15cm x 15cm x 15cm

Area of the specimen (calculated from the mean size of the specimen) =225 cm2

Characteristic compressive strength (f ck) at 7 days =

Expected maximum load = fck x area x f.s

Range to be selected is …………………..

Similar calculation should be done for 28 day compressive strength

Maximum load applied =……….tones = ………….N

Compressive strength = (Load in N/ Area in mm2)=……………N/mm2

=……………………….N/mm2

Reports of Cube Test:  

a) Identification mark

b) Date of test

c) Age of specimen

d) Curing conditions, including date of manufacture of specimen

f) Appearance of fractured faces of concrete and the type of fracture if they are unusual

Results of Concrete Cube Test
Average compressive strength of the concrete cube = ………….N/ mm2 (at 7 days)

Average compressive strength of the concrete cube =………. N/mm2 (at 28 days)

Compressive Strength of Concrete at Various Ages: 


The strength of concrete increases with age. 
Table shows the strength of concrete at different ages in comparison with the strength at 28 days after casting.

Age
Strength per cent
1 day
16%
3 days
40%
7 days
65%
14 days
90%
28 days
99%


Compressive Strength of Different Grades of Concrete at 7 and 28 Days:


Grade of Concrete
Minimum compressive strength N/mm2 at 7 days
Specified characteristic compressive strength (N/mm2) at 28 days
M15
10
15
M20
13.5
20
M25
17
25
M30
20
30
M35
23.5
35
M40
27
40
M45
30
45


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