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Page :
                                           WORK INSTRUCTION
                                                                     Edition :
                                                                     Checking No.
                                        TRAFFIC VOLUME STUDY
                                         (Reference Standard:
             CIVIL ENGINEERING              AASHTO. 2001)            Effective Date:

             JKA/ DCC30112/ 2021                                     Amendment Date:


              1.0       OBJECTIVE OF EXPERIMENT :

              1. To determine vehicle composition in the traffic flow stream.
              2. To observe the traffic flow trend and movement pattern

              3. To estimate hourly volume and average daily traffic (ADT)


              2.0       SUMMARY OF THEORY :


               Traffic volume can be defined as the number of vehicle or pedestrians passing as a
               given point on a lane or carriageway during a specified period of time. Traffic volume
               studies are widely known as traffic counts and they are carried out to determine the

               basic  traffic data such as the number (volumes), classifications and directional
               movements of     roadway vehicles and pedestrians at a selected location. Traffic
               volume data can assist in determining traffic flows or flow rates which describe the

               number of vehicles or pedestrians per unit time passing (arriving or departing) a given
               reference point.


               The various volume counts taken over different lengths of time are usually expressed in
               vehicles per hour (vph). Other traffic volume characteristics obtained are average

               annual daily traffic (AADT), average daily traffic (ADT), peak hour volume (PHV), and
               vehicle miles of travel (VMT). The documentation of volume trends, critical flow time
               periods and the influence    of   heavy   andslowvehicles or motorcyclists or

                   pedestrians on overall vehicular traffic flow can be illustrated.


               The sampling period depends very much on the intended use of the data recorded,
               the resources available to the counting agency, the nature of the location being
               studied and the   type of count. Counting can be done from as low as 5-minute

               intervals to as much as a year. In these studies, both manual and automatic counts
               are included in Part 1 and Part II respectively






              Higway Engineering Laboratory                                                                      page      81
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