Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT TOWN PLANNER TOWN AND COUNTRY PLANNING
Question Code : A

Page:3


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT TOWN PLANNER TOWN AND COUNTRY PLANNING' And exam conducted in the year 2015. And Question paper code was '155/2015'. Medium of question paper was in Malayalam or English . Booklet Alphacode was 'A'. Answer keys are given at the bottom, but we suggest you to try answering the questions yourself and compare the key along wih to check your performance. Because we would like you to do and practice by yourself.

page: 3 out of 12
Excerpt of Question Code: 155/2015

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Deo is 9.6 mm, Dao is 2 mm and Dio is 0.16 mm, what is the value of Ce (coefficient. of
curvature)?

(A) 2.4 (B) 25
(0) 2.6 ಗಾ 27

Black cotton soils are :
(^) Residual Soils (B) Organic Soils
(C) Expansive Soils (D) Ash Soils

The minimum value of camber provided for thin bituminous surface hill roads, is :
(A) 2.2% (B) 2.5%
(C) 3% ⋅ @) 3.5%

Maximum number of passenger cars that can pass a given point on a road during one hour
under the most ideal road way and traffic conditions, is known as :

(3) Traffic density (B) Basic capacity of traffic lane

(C) Possible capacity of traffic lane (D) All the above

The safe stopping sight distance D, may be computed from the equation :

73 72
(A) D = 0.278Vt + (8) 2 = 0.2541 +
254/ 278/

2 2 |

ध 0) 7 502250. ೨
254/

(0. 0 702640. 2?

Extra widening required at a horizontal curve on a single lane hill road of radius 80 m for a
design speed of 50 km ph and for a vehicle with wheel base 6.0 m is :

(^) 0.225 m (B) 0.589 m

(0) 1.250m (D) None of these
Best ballast contains stones varying in size from :

(A) 15cm to3cm (3) 2.0cmto4cm

(0) ೩0003100 500೧ (2) 2.6 ला1 10 6 दा

Ryve’s formula for flood estimate in cumecs, is :
(8) ०-८4 ‏ا‎
‎)6( 9-൮" @) 0-03

An inclined circular plate of diameter 2 m lies submerged in a liquid of specific gravity 0.9.
The depth of the centroid of plate below the free surface is 1 meter. The hydrostatic pressure
on one side of the plate in KN is :
(A) 277.4 (B) 308.2
(C) 30.82 (D) 27.74
155/2018
[.7.0.]

a

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