PittRigid ME Version 1.1
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Open a PDF file with the project
report
.
Mode
Performance prediction
Design
Climate
Region 1: Erie County
Region 2: PennDOT Districts D1 (except Eire County), D10, D11, and D12
Region 3: PennDOT Districts D2 and D9
Region 4: PennDOT Districts D3 and D4
Region 5: PennDOT Districts D5, D6, and D8
Map
Design Life, years:
Cracking Reliability, %
Faulting Reliability, %
Two-way AADTT Year 1
Compound Growth, %
Number of Lanes (two way)
2
4
6
8+
Traffic Pattern
Urban Principal Arterial - Interstate
Rural Principal Arterial-Interstate
Minor Arterial, Collectors, and Recreational
PCC Thickness, in
Dowel Diameter, in
None
1
1.25
1.5
Joint Spacing, ft
12
15
Slab Width
Conventional width (12 ft)
Widened lane
Shoulder Type
Tied PCC
Asphalt/Non-Tied PCC/Aggregate
Base Type
Aggregate
Permeable asphalt-treated
Permeable cement-treated
PCC Flexural Strength, psi
COTE, 10
-6
1/
o
F
4.5
5.0
5.5
Settings
OK
Calibration parameters sets
National defaults
PennDOT defaults; new faulting model
PennDOT defaults; PavementME faulting model
Custom
Target percentage of cracked slabs, %
Target joint faulting, in
Cracking model coefficients:
C1:
C2:
Faulting model coefficients:
C1:
C2:
C3:
C4:
C5:
C6:
C7:
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