New Roads and Street Works Act 1991 Specification for the Reinstatement of Openings in Roads Third Edition (Scotland) January 2015 Approved by the Scottish Ministers under Section 130 of the New Roads and Street Works Act 1991

NGA8 Compaction Requirements

NGA8.1 There are no Notes for Guidance

NGA8.2 There are no Notes for Guidance

NGA8.3 Bituminous Mixtures

Table NG A8.3 provides guidance for compaction procedures that may be capable of achieving the specified air voids values.

Table NG A8.3 Compaction requirements for Bituminous Mixtures
Compaction Plant and Weight Category Bituminous Mixtures
Minimum Passes/Lift for compacted lift thickness up to
40 mm 60 mm 80 mm 100 mm
Vibrotamper  
50 kg minimum 5 # 7 # NR NR
Vibrating Roller  
Single Drum  
600-1000 kg/m 10 12 NR NR
1000-2000 kg/m 6 10 NR NR
2000-3500 kg/m 5 7 8 NR
Over 3500 kg/m 4 6 7 NR
Twin Drum        
600-1000 kg/m 5 7 NR NR
1000-2000 kg/m 4 5 6 8
Over 2000 kg/m 3 4 4 6
Vibrating Plate        
1400-1800 kg/m² 6 NR NR NR
 Over 1800 kg/m² 3 5 6 8
All Above Plant For Maximum and Minimum compacted lift thickness
See Appendix A2.6, Table A2.1
Alternative Compaction Plant for Areas of Restricted Access
(including small excavations and trenches less than 200 mm width)
Vibrotamper
25 kg minimum
Minimum of 6 compaction passes
Maximum of 75 mm compacted lift thickness
Percussive Rammer
10 kg minimum

Notes for Table NG A8.3:
1) NR = Not Recommended
2) # = Vibrotamper not recommended on permanent surface course of trenches > 500 mm width
3) Twin drum vibrating rollers are preferred for compaction of bituminous mixtures
4) Single drum vibrating rollers are vibrating rollers providing vibration on only one drum
5) Twin drum vibrating rollers are vibrating rollers providing vibration on two separate drums