Download presentation
Presentation is loading. Please wait.
1
Got Density? Asphalt Pavement Assn. of Indiana Winter Conference December 2010
2
Why measure density? Surrogate for other properties –Strength –Durability –Permeability Easy and fast
3
Rutting vs. Air Voids Ref: WesTrack
4
Rutting vs. Air Voids Ref: Mn/ROAD 1/2” Rutting in One Year
5
Fatigue vs. Air Voids Ref: WesTrack
6
Permeability
8
Retained Penetration vs Air Voids Ref: NCAT Text Book
9
Pavement Life vs. Air Voids
10
Getting Density Lift Thickness Temperature Compaction Support Equipment
11
NCHRP Report 531 Relationships of HMA In-Place Air Voids, Lift Thickness, and Permeability (NCHRP 9- 27)Relationships of HMA In-Place Air Voids, Lift Thickness, and Permeability (NCHRP 9- 27) Recommended minimum lift thicknesses: –3 X NMAS for fine-graded mixes –4 X NMAS for coarse-graded mixes Thin lifts cool faster –less time available for compaction
12
MultiCool FREE Software for Computing Compaction Window –Base Temp –Weather Conditions –Lift Thickness –Mix Temp –Latitude Available at www.hotmix.org
13
MultiCool
14
Temperature 80 O F Surface & Air Temperature, 5 mph wind
15
50 O F Surface & Air Temperature, 5 mph wind Temperature
16
30 O F Surface, 40 O F Air Temperature, 15 mph wind Temperature
17
Compaction Support Weak!!! Weak Support Leads to Poor Compaction!
18
Compaction Support Strong!!! Strong Support Helps Compaction!
19
Balancing Production Balance of plant production, trucking, paver speed and rollers Slow and steady wins the race –Speeding up to get rid of trucks not recommended. Hurts ride Non-uniform compaction
20
Joint Density Controlling segregation important Proper joint construction important Sealers Echelon paving Joint density specification
21
Longitudinal Butt Joint
22
Notched Wedge Joint 12” 1” minimum Max Agg. Size
23
Notched Wedge Joint Attachment
24
Joint Rolling - Unconfined Edge First Pass - Steel Wheel Rollers Inside of edge ~ 6” Second Pass - Steel Wheel Rollers Overhang edge 3-6”
25
3” - 6” off joint 3” - 6” on joint Longitudinal Joint Hot Mat Cold Mat
26
Longitudinal Joint 1/2 - 3/4 “ overlap
27
Longitudinal Joint Unrolled Rolled
28
Minimizing Joint Problems Minimize Joints Pave in Tandem! May Require More Lane Closures But, It Minimizes Return Trips!
29
Final Quiz Q - What is the maximum number of rollers needed on a paving project? A - Whatever it takes to get density. 2 3 4 1 5 6
30
The Future is Bright! Better Tools to Help Us! Oscillatory Compaction Intelligent Compaction –GPS Location –Mat Stiffness
31
Don’t Forget Quality Diamond Achievement Commendation Diamond Quality Commendation Diamond Paving Commendation
Similar presentations
© 2025 SlidePlayer.com. Inc.
All rights reserved.