Канал: Muhammad Rafaq Saroya

Lecture 9: Description of Chemical Test for Cement

Lecture 9: Description of Chemical Test for Cement

Lecture 8b: Typical Composition of types of Cement

Lecture 8b: Typical Composition of types of Cement

Lecture 8a: Types of Cement

Lecture 8a: Types of Cement

Lecture 7: Properties of Chemical compounds of Cement

Lecture 7: Properties of Chemical compounds of Cement

Lecture 6: Compounds in Cement

Lecture 6: Compounds in Cement

Lecture 5: The functions of Raw Materials in Cement

Lecture 5: The functions of Raw Materials in Cement

Lecture 4: Definition of cement and its Raw Materials

Lecture 4: Definition of cement and its Raw Materials

Lecture 3: Different States of Concrete

Lecture 3: Different States of Concrete

Lecture 2: Different uses of Concrete

Lecture 2: Different uses of Concrete

Lecture 1: Introduction to Concentrate

Lecture 1: Introduction to Concentrate

Note 19: Determination of Surface Texture Depth

Note 19: Determination of Surface Texture Depth

Note 18: Description of Pavement Surface Texture.

Note 18: Description of Pavement Surface Texture.

Note 17: Understanding the Blend of Aggregates

Note 17: Understanding the Blend of Aggregates

Note 16: The Hydrated Lime as Filler in HMA

Note 16: The Hydrated Lime as Filler in HMA

Note: 15 Role of Filler Material in HMA

Note: 15 Role of Filler Material in HMA

Note 14: Determination of Binder Film Thickness on Aggregate

Note 14: Determination of Binder Film Thickness on Aggregate

Note 13: Determination of Aggregate Surface Area of Blend

Note 13: Determination of Aggregate Surface Area of Blend

Note : 12 Temperature and Segregation affecting the Quality of Asphalt Pavement at site

Note : 12 Temperature and Segregation affecting the Quality of Asphalt Pavement at site

Note 11: Compaction as Quality Control factor for HMA Pavement

Note 11: Compaction as Quality Control factor for HMA Pavement

Note: 10 Marshall Quotient of Crumb Rubber Modified Binder

Note: 10 Marshall Quotient of Crumb Rubber Modified Binder

Note 9: Stability and Flow Analysis of Crumb Rubber Modified Binder HMA

Note 9: Stability and Flow Analysis of Crumb Rubber Modified Binder HMA

Note 8: Storage Stability Analysis of Crumb Rubber Modified Binder

Note 8: Storage Stability Analysis of Crumb Rubber Modified Binder

Note 7: Crumb Rubber Modified Binder and Specific Gravity variation

Note 7: Crumb Rubber Modified Binder and Specific Gravity variation

Note 6: The Crumb Rubber Modified Binder affecting the Flash and Fire Point

Note 6: The Crumb Rubber Modified Binder affecting the Flash and Fire Point

Note 5: Crumb Rubber Modified Binder and Ductility Properties

Note 5: Crumb Rubber Modified Binder and Ductility Properties

Note 4: Crumb Rubber Modified Binder and Penetration Property

Note 4: Crumb Rubber Modified Binder and Penetration Property

Note 3: Crumb Rubber Modified Binder Softening Point

Note 3: Crumb Rubber Modified Binder Softening Point

Note 2: Properties of Crumb Rubber Modified Binder

Note 2: Properties of Crumb Rubber Modified Binder

Note 1: Importance of Polymer Modified Binder

Note 1: Importance of Polymer Modified Binder

Step 31.2 Inadequate Compaction problem

Step 31.2 Inadequate Compaction problem

Step 31.1 Importance of HMA pavement compaction

Step 31.1 Importance of HMA pavement compaction

Step 30.2: Aggregate quantification for HMA development at Asphalt Plant

Step 30.2: Aggregate quantification for HMA development at Asphalt Plant

Step 30.1 Determination of binder content for HMA development at Asphalt Plant

Step 30.1 Determination of binder content for HMA development at Asphalt Plant

Step 29.2 Rutting Analysis of Asphaltic Surface

Step 29.2 Rutting Analysis of Asphaltic Surface

Step 29.1: Secondary Compaction and Plastic Deformation of Asphaltic Surface

Step 29.1: Secondary Compaction and Plastic Deformation of Asphaltic Surface

Step 28.3 Relationship between Air Voids and Compactive Effort for Refusal Density test

Step 28.3 Relationship between Air Voids and Compactive Effort for Refusal Density test

Step 28.2 Determination of Refusal Density in Lab by Marshall Design

Step 28.2 Determination of Refusal Density in Lab by Marshall Design

Step 28.1 Refusal Density and Marshall Design

Step 28.1 Refusal Density and Marshall Design

Step 27: Final Estimation of Asphalt Content for HMA development by Marshall Method

Step 27: Final Estimation of Asphalt Content for HMA development by Marshall Method

Step 26: Determination of Preliminary Design Asphalt Content for HMA development by Marshall Method

Step 26: Determination of Preliminary Design Asphalt Content for HMA development by Marshall Method

Step 25: Graphical representation of Marshall Properties Vs Asphalt Binder content Pb.

Step 25: Graphical representation of Marshall Properties Vs Asphalt Binder content Pb.

Step 24: Table of Marshall Properties at Different Binder content (%age Pb)

Step 24: Table of Marshall Properties at Different Binder content (%age Pb)

Step 23.3: Stability and Flow values at Pb = 3.5; 4; 4.5 and 5% for HMA development

Step 23.3: Stability and Flow values at Pb = 3.5; 4; 4.5 and 5% for HMA development

Step 23.2: Calculation of Marshall Stability and Flow values at Pb =2.5,3% for HMA development.

Step 23.2: Calculation of Marshall Stability and Flow values at Pb =2.5,3% for HMA development.

Step 23.1: Description of Marshall Stability and Flow for HMA development

Step 23.1: Description of Marshall Stability and Flow for HMA development

Step 22: VFB in Compacted Marshall Specimens for HMA development by Marshall Method

Step 22: VFB in Compacted Marshall Specimens for HMA development by Marshall Method

Step 21: VMA in Compacted Marshall Specimens for HMA development by Marshall Method

Step 21: VMA in Compacted Marshall Specimens for HMA development by Marshall Method

Step 20: Percentage of Air Voids in Compacted Marshall Specimens determination for HMA development

Step 20: Percentage of Air Voids in Compacted Marshall Specimens determination for HMA development

Step 19: Determine maximum Sp. Gravity Gmm at different Pb for HMA development by Marshall Method

Step 19: Determine maximum Sp. Gravity Gmm at different Pb for HMA development by Marshall Method

Step 18.3 Calculation of Gmb for different binder content to HMA development by Marshall Method

Step 18.3 Calculation of Gmb for different binder content to HMA development by Marshall Method

Step 18.2 Calculation of Gmb for different binder content to HMA design development.

Step 18.2 Calculation of Gmb for different binder content to HMA design development.

Step 18.1 Specific Gravity of Compacted Marshall Specimens Gmb by AASHTO T166 methods HMA design.

Step 18.1 Specific Gravity of Compacted Marshall Specimens Gmb by AASHTO T166 methods HMA design.

Step 17: Formation of Marshall Specimens by ASTM D6926 Method for HMA development.

Step 17: Formation of Marshall Specimens by ASTM D6926 Method for HMA development.

Step 16: The Effective Specific Gravity Gse of aggregate for HMA development by Marshall Method

Step 16: The Effective Specific Gravity Gse of aggregate for HMA development by Marshall Method

Step 15: Determine the Gmm for HMA development by Marshall Method

Step 15: Determine the Gmm for HMA development by Marshall Method

Step 14: Combined Bulk Specific Gravity for Blend of Aggregate for HMA by Marshall Method

Step 14: Combined Bulk Specific Gravity for Blend of Aggregate for HMA by Marshall Method

Step 13: Specific Gravity Table of Hot Bins Aggregates for HMA development by Marshall Method

Step 13: Specific Gravity Table of Hot Bins Aggregates for HMA development by Marshall Method

Step 12: Asphalt Weight and Total Mix Weight calculation for HMA development by Marshall Method

Step 12: Asphalt Weight and Total Mix Weight calculation for HMA development by Marshall Method

Step 11: Batch Weight Calculation of Aggregates for HMA Blend by Marshall Method

Step 11: Batch Weight Calculation of Aggregates for HMA Blend by Marshall Method

Step 10: The Blend of Aggregate for HMA development by Marshall Method

Step 10: The Blend of Aggregate for HMA development by Marshall Method

Step 9: Fraction of Hot Bins Aggregate Sieves Results for HMA development by Marshall Method

Step 9: Fraction of Hot Bins Aggregate Sieves Results for HMA development by Marshall Method

Step 8: Tabulation of Hot Bins Aggregate Sieves Analysis Results for HMA development

Step 8: Tabulation of Hot Bins Aggregate Sieves Analysis Results for HMA development

Step 7: Description of Aggregate Gradation Requirements for HMA development by Marshall Method

Step 7: Description of Aggregate Gradation Requirements for HMA development by Marshall Method

Step 6: Sampling of Aggregates from Hot Bins for HMA by Marshall Method

Step 6: Sampling of Aggregates from Hot Bins for HMA by Marshall Method

Step 5: Viscosity - Temperature Graph for HMA by Marshall Method

Step 5: Viscosity - Temperature Graph for HMA by Marshall Method

Step 4 QC test of Asphalt Pen 60/70 for HMA by Marshall Method

Step 4 QC test of Asphalt Pen 60/70 for HMA by Marshall Method

Step 3: QC Test of Fine Aggregate for HMA by Marshall Method

Step 3: QC Test of Fine Aggregate for HMA by Marshall Method

Step 2: QC Test of Coarse Aggregate for HMA by Marshall Method

Step 2: QC Test of Coarse Aggregate for HMA by Marshall Method

Step 1 Sampling of Material for HMA by Marshall Method

Step 1 Sampling of Material for HMA by Marshall Method

Lecture 21 Insitu Air Voids and Compaction more than 101.5% and effect of Road life

Lecture 21 Insitu Air Voids and Compaction more than 101.5% and effect of Road life

Lecture 20 Insitu Air Voids Analysis when compaction is 98% or less

Lecture 20 Insitu Air Voids Analysis when compaction is 98% or less

Lecture 19 Determination of Layer Thickness of Asphalt Pavements

Lecture 19 Determination of Layer Thickness of Asphalt Pavements

Lecture 18 Determination of Degree of Compaction of Asphalt layer AASHTO T230 Method

Lecture 18 Determination of Degree of Compaction of Asphalt layer AASHTO T230 Method

Asphalt Core Cutting after laying and Compaction

Asphalt Core Cutting after laying and Compaction

Lecture 17 Tabulations of Results of Gradation by AASHTO T30 Method

Lecture 17 Tabulations of Results of Gradation by AASHTO T30 Method

Particle Size Distribution of Extracted Aggregate by AASHTO T30 Method

Particle Size Distribution of Extracted Aggregate by AASHTO T30 Method

Lecture 17 Volumetric Analysis of site collected HMA Sample

Lecture 17 Volumetric Analysis of site collected HMA Sample

Calculation of Stability and Flow values of Marshall Specimens

Calculation of Stability and Flow values of Marshall Specimens

Determination of Stability and Flow values of Marshall Specimens

Determination of Stability and Flow values of Marshall Specimens

Lecture 16 Description of Stability and Flow value of Marshall Specimens as per ASTM D6927

Lecture 16 Description of Stability and Flow value of Marshall Specimens as per ASTM D6927

Calculation of Bitumen Extraction

Calculation of Bitumen Extraction

Bitumen Extraction of HMA site Collected Sample

Bitumen Extraction of HMA site Collected Sample

Lecture 15 Bitumen Extraction as QC test from HMA by AASHTO T164 Method

Lecture 15 Bitumen Extraction as QC test from HMA by AASHTO T164 Method

Determination of Gmm of HMA sample by AASHTO T209 method

Determination of Gmm of HMA sample by AASHTO T209 method

Determination of Sp. Gravity of Marshall Specimens by AASHTO T166 Method

Determination of Sp. Gravity of Marshall Specimens by AASHTO T166 Method

Removal of Marshall Specimens from Mold

Removal of Marshall Specimens from Mold

Marshall Specimens Preparation in Lab

Marshall Specimens Preparation in Lab

Lecture 14 Formation of Marshall Specimens as per ASTM D6926 Method

Lecture 14 Formation of Marshall Specimens as per ASTM D6926 Method

Lecture 13 Why Sampling is required of Hot Mix Asphalt from Site

Lecture 13 Why Sampling is required of Hot Mix Asphalt from Site

Sampling of Hot Mix Asphalt behind the paver

Sampling of Hot Mix Asphalt behind the paver

Lecture 12 Sample of Hot Mix Asphalt as per ASTM D 979 Method

Lecture 12 Sample of Hot Mix Asphalt as per ASTM D 979 Method

Road Final Finished Surface

Road Final Finished Surface

Finish Rolling Operation

Finish Rolling Operation

Lecture 11 Description of Finished Rolling in HMA layer Compaction

Lecture 11 Description of Finished Rolling in HMA layer Compaction

Intermediate Rolling Operation

Intermediate Rolling Operation

Lecture 10 Description of Intermediate Rolling

Lecture 10 Description of Intermediate Rolling

Breakdown Rolling Operation

Breakdown Rolling Operation

Lecture 9 Description of Breakdown Rolling as a type of Compaction by Roller

Lecture 9 Description of Breakdown Rolling as a type of Compaction by Roller

Lecture 8 what is meant by compaction in hot mix Asphalt layer

Lecture 8 what is meant by compaction in hot mix Asphalt layer

Remedy of Segregation in new HMA layer

Remedy of Segregation in new HMA layer

Measurements of Temperature of Asphalt Base Course Surface

Measurements of Temperature of Asphalt Base Course Surface

Lecture 7 Hot Mix Asphalt Inspection and Temperature of HMA

Lecture 7 Hot Mix Asphalt Inspection and Temperature of HMA

Spreading of Hot Mix Asphalt at Site

Spreading of Hot Mix Asphalt at Site

Lecture 6 Transportation and Spreading of Hot Mix Asphalt at Site

Lecture 6 Transportation and Spreading of Hot Mix Asphalt at Site

Lecture 5 Description of Resources for Asphalt Pavement Work

Lecture 5 Description of Resources for Asphalt Pavement Work

Lecture 4 How to calculate the Quantity of HMA for Road

Lecture 4 How to calculate the Quantity of HMA for Road

Application of Prime Coat View

Application of Prime Coat View

Lecture 3 Description of Prime Coat to be Spray on prepared Aggregate Base Course

Lecture 3 Description of Prime Coat to be Spray on prepared Aggregate Base Course

Visual Inspection of Aggregate Base Course Surface

Visual Inspection of Aggregate Base Course Surface

Lecture 2 Verification of Quality Control Parameters of Aggregate Base Course

Lecture 2 Verification of Quality Control Parameters of Aggregate Base Course

Lecture 1 Description of Cross Slope and Grade line of Aggregate Base Course

Lecture 1 Description of Cross Slope and Grade line of Aggregate Base Course

Determination of Reduction in Area of Cross Section of Steel at Reputure

Determination of Reduction in Area of Cross Section of Steel at Reputure

Determination of Percentage Elongation at maximum force UTM for Steel

Determination of Percentage Elongation at maximum force UTM for Steel

Determination of Percentage Elongation of steel at Fracture

Determination of Percentage Elongation of steel at Fracture

Determination of yield strength and ultimate tensile strength of steel bar 16 mm diameter

Determination of yield strength and ultimate tensile strength of steel bar 16 mm diameter

Description of Yield Point, Yield Strength and Ultimate Tensile Strength of steel bar

Description of Yield Point, Yield Strength and Ultimate Tensile Strength of steel bar

Description of terms used for physical properties determination of Steel Bars

Description of terms used for physical properties determination of Steel Bars

Description of parallel length original Gauge Length and its marking on Steel Bars

Description of parallel length original Gauge Length and its marking on Steel Bars

Study the Carbon Equivalent value of Steel

Study the Carbon Equivalent value of Steel

Chemical Composition of Steel as per BS4449 standard

Chemical Composition of Steel as per BS4449 standard

Advantages of Ribs in Concrete Structure

Advantages of Ribs in Concrete Structure

Determination of Rib Height as per BS4449

Determination of Rib Height as per BS4449

Introduction to Ribs Spacing in Deformed Steel Bars

Introduction to Ribs Spacing in Deformed Steel Bars

What are the Ribs on Steel Rods

What are the Ribs on Steel Rods

Verification of mass per unit length of steel bars to remain in tolerance limit as per BS4449

Verification of mass per unit length of steel bars to remain in tolerance limit as per BS4449

Determination of Area of Cross Section of Steel Bars if mass and length is known

Determination of Area of Cross Section of Steel Bars if mass and length is known

Determination of Tolerance Limit of Steel Bars as per BS4449 Standard

Determination of Tolerance Limit of Steel Bars as per BS4449 Standard

Example of determination of mass per unit length of steel bar

Example of determination of mass per unit length of steel bar

Lecture 3 Determination of Area of Cross Section of Steel Bars based on Known Diameter

Lecture 3 Determination of Area of Cross Section of Steel Bars based on Known Diameter

Lecture 2 How to determine the mass per unit length of steel bar as per BS4449 standard

Lecture 2 How to determine the mass per unit length of steel bar as per BS4449 standard

Lecture 1 Grades of Steel as per BS4449 and commonly used diameters of Steel Bars

Lecture 1 Grades of Steel as per BS4449 and commonly used diameters of Steel Bars

Fabrication of and moulding of Reinforcement Bars as per Bar Bending Requirements

Fabrication of and moulding of Reinforcement Bars as per Bar Bending Requirements

Steel Cutting for Bar Bending Requirements

Steel Cutting for Bar Bending Requirements

Laying of Asphalt on Asphaltic Interlayer Paving Geogrid

Laying of Asphalt on Asphaltic Interlayer Paving Geogrid

Laying of Asphalt Interlayer Geogrid for Road Improvement

Laying of Asphalt Interlayer Geogrid for Road Improvement

Geogrids Laying under Road

Geogrids Laying under Road

Compaction of Interlocking Pavers by Plate Vibrator and Joint Filling

Compaction of Interlocking Pavers by Plate Vibrator and Joint Filling

Installation of Interlocking Concrete Tiles on Bedding Sand

Installation of Interlocking Concrete Tiles on Bedding Sand

Placement of Mortar on Bedded Concrete Surface for Kerbstones Installation

Placement of Mortar on Bedded Concrete Surface for Kerbstones Installation

Cleaning of Shutting for use prior to concrete Pouring

Cleaning of Shutting for use prior to concrete Pouring

Determination of Entrapped Air Voids in Concrete.

Determination of Entrapped Air Voids in Concrete.

Determination of Density of Fresh Concrete

Determination of Density of Fresh Concrete

Flowability Test of Grouting Concrete

Flowability Test of Grouting Concrete

Shutting and Reinforcement

Shutting and Reinforcement

Concrete Curing by Water

Concrete Curing by Water

Determination of Compressive Strength of Concrete

Determination of Compressive Strength of Concrete

Determination of Density of Hardened Concrete Cubes

Determination of Density of Hardened Concrete Cubes

Concrete Pouring by Bucket

Concrete Pouring by Bucket

The concrete pouring by chute method and compaction by vibrator

The concrete pouring by chute method and compaction by vibrator

Curing of Concrete Cubes

Curing of Concrete Cubes

concrete Cube Formation

concrete Cube Formation

Determination of workability of concrete

Determination of workability of concrete

Measurements of Temperature of Fresh Concrete

Measurements of Temperature of Fresh Concrete

hunching concrete for Kerbstones

hunching concrete for Kerbstones

installation of Kerbstones

installation of Kerbstones

Lecture 7 The Graph between Flow value and binder content for Marshall Specimens

Lecture 7 The Graph between Flow value and binder content for Marshall Specimens

Lecture 6 The Graph between Stability and Binder Content for Marshall Specimens

Lecture 6 The Graph between Stability and Binder Content for Marshall Specimens

Lecture 5 The Graph between Gmb and Binder Content for Marshall Specimens

Lecture 5 The Graph between Gmb and Binder Content for Marshall Specimens

Lecture 4 The Graph between VFB and binder content Pb for Marshall Specimens

Lecture 4 The Graph between VFB and binder content Pb for Marshall Specimens

Lecture 3 The Graph between VMA and Binder Content for Marshall Specimens

Lecture 3 The Graph between VMA and Binder Content for Marshall Specimens

Lecture 2 The Graph between Air Voids and Binder Content for Marshall Specimens

Lecture 2 The Graph between Air Voids and Binder Content for Marshall Specimens

Lecture 1 Description of Data Analysis of Marshall Specimens

Lecture 1 Description of Data Analysis of Marshall Specimens

Lecture 20 Verification of %Gmm@Nmax for Gyratory Specimens

Lecture 20 Verification of %Gmm@Nmax for Gyratory Specimens

Lecture 19 Determination of %Gmm@Nini and %Gmm@Ndes for Selected DAC

Lecture 19 Determination of %Gmm@Nini and %Gmm@Ndes for Selected DAC

Lecture 18 verification of volumetric properties for selected DAC 4.7 % for Superpave Mix Design

Lecture 18 verification of volumetric properties for selected DAC 4.7 % for Superpave Mix Design

Lecture 17 The Graph between Dust Proportion and Pb values for DAC determination

Lecture 17 The Graph between Dust Proportion and Pb values for DAC determination

Lecture 16 The Graph between %Gmm@Ndes and different Pb for DAC determination

Lecture 16 The Graph between %Gmm@Ndes and different Pb for DAC determination

Lecture 15 The Graph between %Gmm@Nini and Different Pb for DAC determination

Lecture 15 The Graph between %Gmm@Nini and Different Pb for DAC determination

Lecture 14 The Graph between VFA and different Pb values for DAC determination

Lecture 14 The Graph between VFA and different Pb values for DAC determination

Lecture 13 The Graph between VMA and Pb for DAC description

Lecture 13 The Graph between VMA and Pb for DAC description

Lecture 12 The graph of air voids Va and Binder Content Pb for DAC

Lecture 12 The graph of air voids Va and Binder Content Pb for DAC

Lecture 11 Determination Dust to Binder Proportion at different Pb for DAC determination

Lecture 11 Determination Dust to Binder Proportion at different Pb for DAC determination

Lecture 10 Determination of Volumetric Properties for different Pb for DAC

Lecture 10 Determination of Volumetric Properties for different Pb for DAC

Lecture 9 Determination of %Gmm @Nini, %Gmm@Ndes for DAC determination

Lecture 9 Determination of %Gmm @Nini, %Gmm@Ndes for DAC determination

Lecture 8 Determination of Gmb@Nini for different Pb for DAC determination

Lecture 8 Determination of Gmb@Nini for different Pb for DAC determination

Lecture 7 Determination of Gmb at different Pb for DAC determination

Lecture 7 Determination of Gmb at different Pb for DAC determination

Lecture 6 Determination of Correction Factor C for Gyratory Specimens at different Binder %

Lecture 6 Determination of Correction Factor C for Gyratory Specimens at different Binder %

Lecture 5 Formation of Gyratory Specimens at different Pb for DAC work

Lecture 5 Formation of Gyratory Specimens at different Pb for DAC work

Lecture 4 Determination of Effective Specific Gravity from Gmm at different Pb for DAC

Lecture 4 Determination of Effective Specific Gravity from Gmm at different Pb for DAC

Lecture 3 Determination of Gmm at different Pb for DAC Analysis

Lecture 3 Determination of Gmm at different Pb for DAC Analysis

Lecture 2 Evaluation of Different Properties for DAC Selection

Lecture 2 Evaluation of Different Properties for DAC Selection

Lecture 1 How to select the Design Asphalt Content for Superpave Design

Lecture 1 How to select the Design Asphalt Content for Superpave Design

Lecture 35 Variation Calculation at 4% Air Voids for Blend 3 for Superpave Design Development

Lecture 35 Variation Calculation at 4% Air Voids for Blend 3 for Superpave Design Development

Lecture 34 Variation Calculation at 4% Air Voids for Blend 2 for Superpave Mix Design Development

Lecture 34 Variation Calculation at 4% Air Voids for Blend 2 for Superpave Mix Design Development

Lecture 33 Variation Calculation at 4% Air Voids for Blend 1 for Superpave Design Development

Lecture 33 Variation Calculation at 4% Air Voids for Blend 1 for Superpave Design Development

Lecture 32 Estimation of Volumetric Properties of Gyratory Specimens at 4% Air Voids

Lecture 32 Estimation of Volumetric Properties of Gyratory Specimens at 4% Air Voids

Lecture 31 Determination of Dust to Binder Proportion for three blends part of Superpave Mix Design

Lecture 31 Determination of Dust to Binder Proportion for three blends part of Superpave Mix Design

Lecture 30 Determination of Effective Asphalt Binder Pbe for different Blends of Aggregate

Lecture 30 Determination of Effective Asphalt Binder Pbe for different Blends of Aggregate

Lecture 29 Percentage Asphalt Absorption Pba for Superpave Mix Design

Lecture 29 Percentage Asphalt Absorption Pba for Superpave Mix Design

Lecture 28 Determination of VMA for Gyratory Specimens

Lecture 28 Determination of VMA for Gyratory Specimens

lecture 27 Determination of VMA for Specimens of Superpave Gyratory Specimens

lecture 27 Determination of VMA for Specimens of Superpave Gyratory Specimens

Lecture 26 Volumetric Analysis of Gyratory Specimens and determination of Air Voids Va

Lecture 26 Volumetric Analysis of Gyratory Specimens and determination of Air Voids Va

Lecture 25 for Gmb@Nini, %Gmm@Nini and %Gmm@Ndes for Blend 3 determination

Lecture 25 for Gmb@Nini, %Gmm@Nini and %Gmm@Ndes for Blend 3 determination

Lecture 24 for Gmb@Nini, %Gmm@ Nini and %Gmm@Ndes for Blend 2 determination

Lecture 24 for Gmb@Nini, %Gmm@ Nini and %Gmm@Ndes for Blend 2 determination

Lecture 23 for Gmb@Nini, %Gmm@Nini and %Gmm@ Ndes for Blend 1 determination

Lecture 23 for Gmb@Nini, %Gmm@Nini and %Gmm@ Ndes for Blend 1 determination

Lecture 22 Introduction to Data Analysis of Gyratory Specimens and determination of %Gmm; Gmb

Lecture 22 Introduction to Data Analysis of Gyratory Specimens and determination of %Gmm; Gmb

Lecture 21 Determination of Gmb for different Blends for Superpave Mix Design Development

Lecture 21 Determination of Gmb for different Blends for Superpave Mix Design Development

Lecture 20 Description of Bulk Specific Gravity of Gyratory Specimens

Lecture 20 Description of Bulk Specific Gravity of Gyratory Specimens

Lecture 19 The Preparation of Superpave Gyratory Specimen by AASHTO T312

Lecture 19 The Preparation of Superpave Gyratory Specimen by AASHTO T312

Lecture 18 Relative Density Requirements @Gmm% for different compaction levels

Lecture 18 Relative Density Requirements @Gmm% for different compaction levels