Prime Coat & Tack Coat Quantity Calculator
HIGHWAY ENGINEERING CALCULATOR Prime Coat & Tack Coat Quantity Calculator Calculate the theoretical quantity of Prime Coat and Tack Coat required for highway construction works based on road length, width and approved application rate. This calculator is useful for Site Engineers, Highway Engineers, QA/QC Engineers, Junior Engineers, Quantity Surveyors and Civil Engineering Freshers working on road and pavement construction projects. QUANTITY CALCULATOR Prime Coat & Tack Coat Calculator Enter the pavement dimensions and approved application rate to calculate the theoretical material requirement. Application Type Prime Coat Tack Coat – Existing Bituminous Surface Tack Coat – Granular Surface Treated with Primer Tack Coat – Cement Concrete Pavement Custom Approved Rate Road Length (m) Road Width (m) Approved Application Rate (kg/m²) Indicative example rate. Verify project requirements. Calculate Quantity Reset Calculation Result Surface Area 7,000.00 m² Application Rate 0.70 kg/m² Quantity 4,900.00 kg Quantity in Tonnes 4.900 tonnes Calculation: Area = 1,000 × 7.0 = 7,000 m² Quantity = 7,000 × 0.70 = 4,900 kg Quantity = 4.900 tonnes Important: This calculator provides the theoretical quantity based on the entered application rate. The actual approved rate must be confirmed from the applicable project specification, MoRTH requirements, approved material, surface condition, field trial and Engineer’s approval. Prime Coat & Tack Coat Quantity Formula Step 1 Area = Length × Width Step 2 Quantity (kg) = Area × Rate Step 3 Quantity (tonnes) = kg ÷ 1,000 Detailed Prime Coat & Tack Coat Quantity Examples The following examples explain how Prime Coat and Tack Coat quantities are calculated step by step. These examples are especially useful for freshers, junior engineers, site engineers and QA/QC engineers working on highway construction projects. Example 1: Prime Coat Quantity Calculation for WMM Surface Consider a highway project where the WMM base course has been completed and Prime Coat is required before the subsequent bituminous layer. Given Data Road Length 1,000 m Road Width 7.0 m Surface WMM Approved Prime Coat Rate 0.70 kg/m² Step 1 – Calculate the Area First calculate the surface area over which Prime Coat will be applied. Formula: Area = Length × Width Area = 1,000 × 7.0 Area = 7,000 m² Step 2 – Select the Approved Application Rate For this example, assume that the approved project application rate is: Prime Coat Rate = 0.70 kg/m² The application rate should not be selected merely as a default value. It should be established with reference to the applicable MoRTH requirement, project specification, approved material, surface condition, field requirements and Engineer’s approval. Step 3 – Calculate Prime Coat Quantity Formula: Prime Coat Quantity = Area × Application Rate = 7,000 × 0.70 = 4,900 kg Step 4 – Convert Kilograms into Tonnes Quantity in tonnes = 4,900 ÷ 1,000 = 4.90 tonnes Final Answer: For a 1,000 m long and 7.0 m wide WMM surface, at an approved Prime Coat application rate of 0.70 kg/m², the theoretical Prime Coat requirement is: 4,900 kg = 4.90 tonnes What Does This Result Mean? A fresher should understand that the calculated quantity is the theoretical quantity based on the approved application rate. In this example, every square metre of the 7,000 m² surface is assumed to receive 0.70 kg of Prime Coat. 7,000 m² × 0.70 kg/m² = 4,900 kg = 4.90 tonnes QA/QC Point for Fresh Engineers Do not assume that the calculated theoretical quantity is automatically the actual quantity sprayed in the field. Actual application must be controlled through proper distributor calibration, spray-bar settings, travelling speed, nozzle condition, spray pattern, material measurement and field verification. Example 2: Tack Coat Quantity on Existing Bituminous Surface Suppose an existing bituminous surface is being prepared to receive a new bituminous overlay. Tack Coat is required to provide adequate bonding between the existing and new layers. Given Data Road Length 1,000 m Road Width 7.0 m Receiving Surface Existing Bituminous Surface Approved Tack Coat Rate 0.20 kg/m² Step 1 – Calculate Area Area = Length × Width = 1,000 × 7.0 = 7,000 m² Step 2 – Calculate Tack Coat Quantity Tack Coat Quantity = Area × Application Rate = 7,000 × 0.20 = 1,400 kg Step 3 – Convert into Tonnes 1,400 ÷ 1,000 = 1.40 tonnes Final Answer: The theoretical Tack Coat requirement for the 7,000 m² bituminous surface is: 1,400 kg = 1.40 tonnes Example 3: Tack Coat on Granular Surface Treated with Primer Consider a granular pavement surface that has already been treated with primer and is to receive the next bituminous layer. Assume the approved Tack Coat application rate is 0.25 kg/m². Given Data Length 1,000 m Width 7.0 m Area 7,000 m² Approved Tack Coat Rate 0.25 kg/m² Tack Coat Quantity = Area × Rate = 7,000 × 0.25 = 1,750 kg = 1.750 tonnes Final Answer: The theoretical Tack Coat requirement is: 1,750 kg = 1.750 tonnes Example 4: Tack Coat on Cement Concrete Pavement Now consider a cement concrete pavement receiving a bituminous overlay. Given Data Length 500 m Width 7.0 m Approved Tack Coat Rate 0.30 kg/m² Step 1 – Calculate Area Area = 500 × 7.0 = 3,500 m² Step 2 – Calculate Tack Coat Quantity Quantity = Area × Rate = 3,500 × 0.30 = 1,050 kg Step 3 – Convert into Tonnes 1,050 ÷ 1,000 = 1.050 tonnes Final Answer: The theoretical Tack Coat requirement is: 1,050 kg = 1.050 tonnes MoRTH Section 500 – Application Rate Reference The following values are useful for understanding the calculation. The actual rate used on a project shall be confirmed from the applicable MoRTH provision, project specification, approved material, surface condition and Engineer’s approval. Application Surface Indicative Rate Example Prime Coat WMM / WBM granular surface 0.70–1.00 kg/m² 0.70 kg/m² Tack Coat Existing bituminous surface 0.20–0.30 kg/m² 0.20 kg/m² Tack Coat Granular surface treated with primer 0.25–0.30 kg/m² 0.25 kg/m² Tack Coat Cement concrete pavement 0.30–0.35 kg/m² 0.30 kg/m² Important MoRTH / Contractual Note Application rates shown above are provided for engineering understanding and calculation examples. They should not be
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