hd 25 pavement foundations - wyn lloyd
DESCRIPTION
pavementTRANSCRIPT
Wyn LloydPavement Engineering Team
Highways [email protected]
Safe roads, Reliable journeys, Informed travellers
HD 25 Pavement Foundations
- Update
IHT/Geological Society
Leamington Spa - 30th January 2007
Pavement Foundations(IAN 73/06)
� Background � Basics� Changes� How it works/Examples�Where it has worked�Where we are going
www.highways.gov.uk Doing business Technical Information
Assorted Hats
� UK Standards
� HA trunk roads
� Advice
� Congestion
Reasons:� Budget
� Less Energy� Use of materials/Sustainability
Design robustness
Change in concept:
� Use of local materials in foundations
� Use of secondary materials
� Allowance for stronger foundations
� Performance related design
FABM
SBM
SS
SFA
HRBBM
CBGM
SC
Foundation Classes
Design Stiffness
Class 1 50MPa
Class 2 100MPa
Class 3 200MPa
Class 4 400MPa
When?
Foundation Considerations
Variables:
Subgrade strength
Material Properties
Testing regime
Thickness
With/without capping
Age/Curing/Cracking Temperature/Season
Unbound/bound
Economics
Foundation Class
Availability
Drainage!
� Design
� Construction
� Maintenance
ExistingWidening
IAN 73/06 (HD 25)
� Role of foundations
� Materials (CBR & Stiffness Modulus)
� Restricted designs
� Performance designs
� Assessment
� Targets
� Demonstration Area
� Flow chart
� Example design charts
� Annexes
� Test methods
Proposed Changes
� Terminology
� Intermediate layer testing
� Thin layers reduced
� Clarification/Simplification
� Total thickness value (charts)
� Charts clarified
Standard designs
� Limited materials
� Limited options (Class 1 – 3 only)
� For small schemes
� Recognises greater uncertainty
Subbase or Capping only
Analytical DesignsPerformance related
Variables:
� Foundation Class
� Bound/Unbound
� Slow/fast setting
� Material Properties
� Thickness
�With/without capping
Background
• Based on TRL Report LR1132
• Layered linear elastic model
• Needs realistic estimates of in-situ stiffness of pavement materials
• Requires proving on site to show that design assumptions have been met
• Not new!
Procedure
�Site testing has been formalised
�Measuring the Surface Modulus of the subgrade along the site
�Demonstration Area
�Uses dynamic plate testing
�Target values of stiffness
� Density and material properties tested
Design Methods
• Charts
• Equations
• Layered linear elastic model (e.g. BISAR)
Possible designs!
40020010050Design Stiffness Modulus
Slow Curing 150
Slow Curing 75
Fast Curing 300
Fast Curing 150
5025
Minimum
Slow Curing 300
Slow Curing 150
Bound 100Bound 50
Fast Curing 600
Fast Curing 300
Unbound 80
Unbound 40
Characteristic
Class 4Class 3Class 2Class 1Foundation Class
Surface Modulus MPa
On site requirements
Design
Evaluate subgradeStiffness Modulus
for design
Select Foundation Class
Design Foundation
Measure subgrade in-situStiffness Modulus or CBR of Demonstration Area
Demonstration Area
Construct Demonstration Area
Check material requirements (e.g. strength and density)
Adjust Target and Minimum Stiffness Modulus values
Check In-situ Stiffness Modulus
Trafficking Trial
Check subgradein-situ Stiffness Modulus or CBR
Main Works
Check material requirements (e.g.
strength and density)
Check In-situ Stiffness
Modulus at specified ageand/or prior to being
covered
Monitor rutting; measure as required
Decide on target stiffness
Re-design
Construct main works
Test Methods
� DCP
+ � Compressive strength� Density
� Springbox
� Dynamic Plate
Specification
� Subgrade
� Foundation
� Demonstration Area
� Stiffness Modulus
� Density & Deformation
� DCP
TRL Report PPR 127
Road Foundation Design for Major UK Highways
Chaddock & Roberts
www.trl.co.uk
Examples
Standard design FC3
2.5%Class 3 Subbase CBGMA or CBMGB C8/10
Standard DesignsExample
Foundation Class 3 (200MPa) on 2.5% CBR
• 340mm of CBGMA/B C8/10
Standard designs FC2on capping
5%
Standard Designson capping
Example
Foundation Class 2 (100MPa) on 5% CBR
• 450mm total foundation thickness
• 230mm of Type 1, Type 2, Type 3 or Category B over
• 220mm of capping material to MCHW1 Series 600
Analytical designM29 Widening
3 Foundation Classes
3 Methods
� Charts FC2 (Capping + Type 1)
� Equations FC3 (FABM1)
� Modelling FC4 CBGM C8/10
M29 - Class 2 (Charts)
Design CBR = 2 ½ %
� 6F2 Capping Layer Modulus = 75MPa� Type 1 subbase Layer Modulus = 150MPa
� Use Figure 5.6
2.5%
510mm
250mm
M29 Class 2 Design Thickness
� Total foundation thickness = 510mm
� Capping thickness = 250mm
� Subbase thickness
= 510mm - 250mm = 260mm
M29 – Class 3 (Equations)
� Foundation Class 3 (Design Modulus = 200 MPa)
� Laboratory testing of FABM1 C6/8 gives an Element Modulus of 7000MPa
� Para 3.30 IAN73 requires 10% of laboratory or Element Modulus to be used for design
� Permitted Layer Modulus = 700MPa
� Equations
Class 3 Design Thicknesses
Class 3 Design Thicknesses
�ESB-0.480 = 0.043�ESB-0.008 = 0.949� Ln(2.5) = 0.916
� HSB = 8.44*103*0.043*(1.0-0.261*0.949*0.916)= 362.92*(1.0-0.227)
= 280mm� Add construction tolerance
M29 Class 4 (Modelling)
• Determine estimates of Layer Moduli• Laboratory testing of CBGMB C8/10 gives an Element Modulus of 20,000MPa
• Para 3.30 IAN73 requires 20% of laboratory or Element Modulus to be used for design
• Permitted Layer Modulus = 4000MPa• Estimate subgrade modulus• E = 17.6(CBR)0.64
• E = 32 MPa• Use “Modelling” method
Model Parameters
200 to 235 of subbase @ 4000MPa ( PR = 0.35)
1500 mm of subgrade @ 31MPA (PR = 0.45)
Semi-infinite layer @ 10,000 MPA (PR = 0.45)
Model Parameters
Strain Criteria
Minimum thickness
Deflection Criteria
Trial Calculations
235 mm
Summary
Class 2 : 260mm Type 1 on 250mm 6F2 Capping
Class 3: 280mm FABM1 C6/8
Class 4: 235mm CBGM B C8/10
Tolerances!!!
Summary
Class 2 : 270mm Type 1 on 250mm 6F2 Capping
Class 3: 290mm FABM1 C6/8
Class 4: 250mm CBGM B C8/10
40020010050Design Stiffness Modulus
Slow Curing 150
Slow Curing 75
Fast Curing 300
Fast Curing 150
5025
Minimum
Slow Curing 300
Slow Curing 150
Bound 100Bound 50
Fast Curing 600
Fast Curing 300
Unbound 80Unbound 40
Characteristic
Class 4Class 3Class 2Class 1Foundation Class
Surface Modulus MPa
On site requirements
Adjustment for CBR - 1Demonstration Area
• SBC Ltd get onto site and find that actual CBR is even higher than the estimated 9%
• Target & Minimum stiffnesses need to be adjusted for Demonstration Area
• Factor = 1.28 x Log (Actual CBR / Design CBR)
= 1.28 x Log 9/3.5
= 1.28 x 0.25
= 1.53
Adjustment for CBR - 2
AdjustedAdjusted Table 5.1Table 5.1
459 MPa300 MPa918 MPa600 MPaClass 4
115 MPa75 MPa230 MPa150 MPaClass 3
77 MPa50 MPa122 MPa80 MPaClass 2
MinimumCharacteristic
�
M29
Class 4 Foundation
280mm HDM50
250mm + CBGMB 8/10
Design CBR = 2.5%
Main Works (untrafficked): Effect of pre-cracks
0
250
500
750
1000
1250
1500
1750
2000
2250
5100 5200 5300 5400 5500 5600 5700Site chainage (m)
Foun
dati
on s
tiffn
ess
(MPa
)
Slabs - Running mean of 6 Cracks - Running mean of 6
Average: 600MPa
Foundation Class FC4:
Quick curing target:
y = 1.0063xR2 = 0.7622
0
20
40
60
80
100
120
140
160
180
200
0 20 40 60 80 100 120 140 160 180 200
FWD stiffness results at stress 163kPa (MPa)
Rat
io a
djus
ted
PR
IMA
sti
ffne
ss r
esul
ts a
t st
ress
112
kPa
(MPa
)
PRIMA correction factor = 1.20
� IAN 73/06 – revised
� HD 25/07
Looking ahead
Thank you
Wyn LloydPavement Engineering TeamHighways Agency0123 479 [email protected]