---
title: "Surface dressing and DBSD construction"
subject: "Transportation Engineering II"
chapter: 3
key: "semester_7/transportation_engineering_ii:surface-dressing-dbsd-procedure"
source: https://www.bctengineer.com/q/semester_7/transportation_engineering_ii/surface-dressing-dbsd-procedure
site: BCT Engineering
---

# Surface dressing and DBSD construction

Transportation Engineering II · Chapter 3: Road Construction Technology

- Asked in: 2073 Shrawan, 8 marks
- Video: [Surface Dressing || Part-1||Binder ||Aggregate ||Road Construction by Surface Dressing ||Stone chips](https://www.youtube.com/watch?v=HEairKtSWwU) — Er.PRAYAG RAJ SHARMA MORT&H-5th Revision Civil
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_7/transportation_engineering_ii/surface-dressing-dbsd-procedure
- Whole chapter: https://www.bctengineer.com/md/semester_7/transportation_engineering_ii/chapter-3

## Question

What is surface dressing? Write down the construction procedure of DBSD.

## Short answer

Surface dressing is a thin wearing course of bituminous binder sprayed on the base then covered with single-size chippings and rolled; it seals and waterproofs but adds no structural strength. DBSD: prepare and prime the surface, spray first binder, spread 13.2 mm chips, roll, then apply second binder with 11.2 mm chips, roll, sweep and open after 24 hours.

## Answer

#### Surface dressing
**Surface dressing** is a thin wearing surface made by spraying a film of bituminous binder on the road base or old surface and covering it immediately with a layer of single-size stone chippings, which are then rolled (IRC:17). It may be single (one layer of binder and chips) or double (two layers). It seals the surface, makes it waterproof, gives skid resistance and renews worn-out surfaces, but adds no structural strength.

**Construction method**
1. **Prepare the surface**: repair potholes and cracks, sweep and clean; apply a tack or prime coat if needed. The weather should be dry (surface temperature above 20 C, no rain).
2. **Spray binder**: heat paving bitumen (VG-10/30 or 80/100) to 150-170 C (cutback is heated to a lower temperature, as specified) and spray it uniformly with a pressure distributor at the specified rate (about 1.0-1.5 kg/m2).
3. **Spread chips**: immediately cover the binder fully with clean, dry single-size chips (13.2 mm, or 11.2/9.5 mm for the second coat) by chip spreader or by hand, in a single layer without overlap.
4. **Roll**: roll with an 8-10 t smooth-wheel or a pneumatic tyre roller from the edges to the centre until the chips are embedded (about 50-70 percent of their depth).
5. **Brush and cure**: sweep off loose chips after traffic has bedded them in; restrict speed to 20-30 km/h for the first few days.
6. For double surface dressing, the second coat of binder and smaller chips is applied in the same way after the first.

#### Construction procedure of DBSD

1. Prepare the base: sweep and clean it, fill all depressions, patch potholes and ensure the correct camber. Apply a prime (or tack) coat and let it cure.
2. Spray the first coat of binder with a pressure distributor at the specified rate and spraying temperature (about 150-170 C for paving bitumen; lower for cutback, and emulsion is sprayed cold or warm), as a uniform film, one lane width at a time.
3. Immediately spread the first-coat chippings (13.2 mm) by chip spreader or manually, covering 100 percent of the binder without piling.
4. Roll with an 8-10 t roller, moving from the edge to the centre; brush off surplus chips.
5. Apply the second coat of binder and the smaller chips (11.2 mm) in the same way, then roll.
6. Do the final rolling with a pneumatic roller and sweep off loose chips; open to traffic after 24 hours at low speed (20 km/h) for a few days.
7. Quality control: bitumen temperature and rate of spread (tray test), chip spread rate, grading, cleanness and surface regularity.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. What does surface dressing provide?
   A. Structural strength to the pavement
   B. Sealing, waterproofing, skid resistance and renewal, without added structural strength
   C. Drainage of the subgrade
   D. Increased layer thickness by 100 mm
   Answer: B. It is a thin wearing surface that seals and renews but adds no structural strength. (Key point: Purpose of surface dressing)

2. What weather condition is needed for surface dressing?
   A. Rain to help binding
   B. Dry, surface temperature above 20 C
   C. Freezing temperature
   D. Any weather
   Answer: B. Dry weather with surface temperature above 20 C is needed for proper bonding. (Key point: Weather condition)

3. To what depth are chips embedded by rolling?
   A. About 50-70 percent of their depth
   B. 100 percent, fully buried
   C. Only 10 percent
   D. Chips must not be embedded
   Answer: A. Chips are rolled until about 50-70 percent embedded, so the binder holds them but their tops provide texture. (Key point: Chip embedment)

4. Which chip sizes are used for the first and second coats in DBSD?
   A. 11.2 mm first, 13.2 mm second
   B. 13.2 mm first, 11.2 mm second
   C. 19 mm first, 13.2 mm second
   D. 6.6 mm first, 6.6 mm second
   Answer: B. The larger 13.2 mm chips go in the first coat and the smaller 11.2 mm chips in the second, which fills the gaps between the first chips. (Key point: Chip sizes by coat)

## Related in Transportation Engineering II

- [Road construction equipment and DBSD procedure](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Aequipment-plants-activities-dbsd) — Transportation Engineering II, chapter 3
- [Explanatory note: surface dressing](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Asurface-dressing-note) — Transportation Engineering II, chapter 3
- [Prime vs tack coat; surface dressing method](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Aprime-vs-tack-coat-surface-dressing) — Transportation Engineering II, chapter 3
- [Double surface treatment materials and procedure](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Adouble-surface-treatment-material-procedure) — Transportation Engineering II, chapter 3
- [Short note: construction procedure of gravel road](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Agravel-road-construction-procedure) — Transportation Engineering II, chapter 3, asked 2×
- [Road construction activities; otta seal procedure](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Aactivities-otta-seal-construction) — Transportation Engineering II, chapter 3

## Related in other subjects

- [Dressing of stone and its purpose](https://www.bctengineer.com/question.md?key=semester_3%2Fcivil_engineering_materials%3Adressing-of-stone-purpose) — Civil Engineering Materials, chapter 2, asked 5×
