05:53

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

08:53

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

04:19

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

06:19

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

11:38

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

06:50

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

11:01

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

10:17

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

10:28

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

10:32

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

06:12

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

06:55

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

10:17

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

18:47

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

06:54

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

09:15

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

12:05

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

08:26

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

10:23

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

12:07

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

10:42

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

16:35

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

08:54

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

08:11

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

08:54

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

09:56

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

07:35

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

07:54

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

08:01

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

04:54

Step 1 Sampling of Material for HMA by Marshall Method

10:30

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

08:21

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

07:54

Lecture 19 Determination of Layer Thickness of Asphalt Pavements

06:37

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

04:46

Asphalt Core Cutting after laying and Compaction

13:09

Lecture 17 Tabulations of Results of Gradation by AASHTO T30 Method

07:28

Particle Size Distribution of Extracted Aggregate by AASHTO T30 Method

04:20

Lecture 17 Volumetric Analysis of site collected HMA Sample

06:30

Calculation of Stability and Flow values of Marshall Specimens

06:08

Determination of Stability and Flow values of Marshall Specimens

08:58

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

07:11

Calculation of Bitumen Extraction

08:11

Bitumen Extraction of HMA site Collected Sample

09:39

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

06:17

Determination of Gmm of HMA sample by AASHTO T209 method

03:36

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

01:16

Removal of Marshall Specimens from Mold

05:00

Marshall Specimens Preparation in Lab

08:44

Lecture 14 Formation of Marshall Specimens as per ASTM D6926 Method

04:40

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

03:04

Sampling of Hot Mix Asphalt behind the paver

06:28

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

01:18

Road Final Finished Surface

01:28

Finish Rolling Operation

04:48

Lecture 11 Description of Finished Rolling in HMA layer Compaction

02:20

Intermediate Rolling Operation

04:49

Lecture 10 Description of Intermediate Rolling

07:24

Breakdown Rolling Operation

05:32

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

07:26

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