Quality Control during Road Construction - Part 3, Bituminous Construction - from Prime coat to SMA
HTML-код
- Опубликовано: 6 сен 2024
- Part 1 is on control and alignment and Part 2 is on Granular Layers. Watch them here.
49. Quality Control in Highway Construction - Part 1: • Quality Control in Roa...
50. Quality Control in Highway Construction - Part 2: • Quality Control during...
Quality control during road construction as per MoRTH 2013.
prime coat and tack coat
bituminous macadam
dense bituminous macadam
bituminous concrete
stone matrix asphalt
Sir, please do the videos related to Quality Control during Road Construction for rigid pavements especially for DLC and PQC layers
Yes, it is ready. will upload soon. Last minute finishing touches are required.
Sir, As per Mord,2014 it is mentioned that the variation of binder content is + or - 0.20% for BM (page135) instead of 0.30% shown in the slide
OK. Thanks
Good
Thanks, keep watching
Thanks sir,i think different grade use
could not understand.
And if different grade, then who grade use in upper layer in DBM or BC
hardrer grade in the upper layer, because it is the layer which takes the load directly. It is the layer exposed to heat, dust and air.
Dear sr, in two layers of DBM or BC laying .different grade or same grade
Grade depends on climate. DBM is laid with VG40 and BC with VG40 or PMB40 depending upon the climate of the area. IRC 37 gives some guidelines for selection of the binder.
Sir,can you please tell what is the pressure need to be maintained in distributor bar for prime coat and tack coat? Thank you..
Prime Coat: The application rate typically varies depending on the type of surface being treated. For WMM (Wet Mix Macadam) surfaces, the application rate might be between 0.6 to 1.2 kg/sqm, and for granular surfaces, it can be from 0.9 to 1.5 kg/sqm. The specific type of binder used (like MC-30 or MC-70) and its viscosity will influence the pressure settings on the distributor bar.
Tack Coat: The application rate usually depends on the type of surface over which the next layer is to be laid. For a bituminous surface, the rate might be 0.2 to 0.3 kg/sqm, and for a granular or treated surface, it might be 0.3 to 0.5 kg/sqm.
The specific pressure to be maintained in the distributor bar would depend on the viscosity of the material being sprayed, the width of the spray bar, and the desired rate of application. The equipment manual or guidance from the manufacturer would provide precise pressure settings.
@@Raj-ni8xs thank you sir
Sorry, I do not have much idea of pressure in distributor bar. But before start of the work, demonstration trial is done and the rate of application is measured. It will naturally depned on size of the nozzle and pressure in the bar.
@@SatishIITR ok thnk u sir