aashto crack protocol - rpug.org · • opinions on aashto crack – does not necessarily correlate...
TRANSCRIPT
AASHTO Crack Protocol
Brian Michalk, Texas DOTRPUG 2006
Des Moines, Iowa
Overview• TxDOT data collection infrastructure• Overview of crackpanel• Overview of crack steering committee• Overview of system
– Show web interface– Discuss infrastructure, uploads, data requests– amount of data and management– Discuss hardware
• Industry needs– Standardized and extensible reporting protocols– Online data format verification
• Overview of pmis ratings• Opinions on aashto crack
– Does not necessarily correlate– Does it look reasonable?– Differences with txdot
Night Images
Gamma Light Bar Wing
Timeline to now
Planned Timeline
Infrastructure
• New Gadgets– Automated data transfer/PMIS import– Immediate access to uploaded data– Hourly statewide collection status map– Image Browser– Uploaded data status
• Industry needs– Unified reporting protocols– Web based tools to verify data formats
District Network Access Points
Map Status
Image Browser
Same Location from Google
Data Report
TxDOT share (\\despav\VehicleDaily\)
Crack Panel, June 2002
• Various pavements• 247 images with varying levels of distress.• Five people, one second per image• One person rated longitudinal cracked
images four times over several days.• The automated system ran five times in
variable conditions
Repeatability of Longitudinal Visual Rating
Agreement (%)
Freq
uenc
y
0
0.2
0.4
0.6
0.8
0 25 50 75 100
100 images of a pavement were rated 4 times by the same person.
Average agreement= 83%
Person-Person Agreement
p1 p2 p3 p4 p50.80 0.68 0.79 0.71
0.80 0.72 0.74 0.710.68 0.72 0.75 0.770.79 0.74 0.75 0.75
p1p2p3p4p5 0.71 0.71 0.77 0.75
Longitudinal Crack Counts
* 247 images of pavements were rated.
Average agreement=74%.
% Longitudinal Cracks
y = 0.97x + 2.45R2 = 0.999
0.0
50.0
100.0
150.0
200.0
0.0 50.0 100.0 150.0 200.0
1st Scan
2ndSc
an
Crack CountsCounts for 247 images of pavements.
CPU P1 P2 P3 P4 P5Tran
Alli0
50
100
150
TranLongAlli
Brian K. Michalk: Notice that the computer gives answers within the range of the human panel.Brian K. Michalk: Notice that the computer gives answers within the range of the human panel.
Crack CountsPanel is the average of 5 people’s counts.
Long TranAlli
CPUPanel0
50
100
150
CPUPanel
Comparison on Repeatability
* Computer’s repeatability is based on C.V. data; People’s repeatability is based on agreements.
longitudinaltransverse alligator1 person, 4x 83 N/A N/A5 people, 1x 74 83 61
1 computer, 5x 90.2 92.5 90.4
m1
Slide 21
m1 3431 miles of flex127 miles of rigid michalk, 3/17/2006
Fiscal Year 2006 ACP Transverse Cracking
0.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
0 10 20 30 40 50 60 70 80 90 100
Rating / Measurement
Cum
ulat
ive
Perc
ent
(Lan
e M
iles)
Visual Ratings Automated Measurements
Fiscal Year 2006 ACP Alligator Cracking
0.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
0 10 20 30 40 50 60 70 80 90 100
Rating / Measurement
Cum
ulat
ive
Perc
ent
(Lan
e M
iles)
Visual Ratings Automated Measurements
Flexible AASHTO %cracked
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
1 11 21 31 41 51 61 71 81 91Rating AASHTO percent lane cracked
perc
ent l
ane
mile
s
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
pct_crk_bwppct_crk_lwppct_crk_owppct_crk_rwpPMIS alligator percentcum pct_crk_bwpcum pct_crk_lwpcum pct_crk_owpcum pct_crk_rwp
Low Standard Deviation
High Standard Deviation
AASHTO % vs Average
0
5
10
15
20
25
30
35
40
45
50
0 20 40 60 80 100 120
AASHTO percent area
AASH
TO a
vera
ge c
rack
s pe
r met
er
lwp_Avg
Transverse vs LWP average
0
5
10
15
20
25
30
35
0 20 40 60 80 100 120 140PMIS number transverse
AA
SHTO
ave
rage
cra
cks
LWP
lwp_Avg
Transverse Sealed vs Outside Wheelpath
y = 0.4244xR2 = -0.3134
0
10
20
30
40
50
60
0 10 20 30 40 50 60
PMIS number sealed cracks
AA
SHTO
ave
rage
cra
cks
owp
owp_AvgLinear (owp_Avg)
AASHTO Crack Observations• Need to pay attention to averages per unit area
to compare state to state• When reporting must qualify
– Area of image– Apparent system resolution
• AASHTO– 1mm minimum width– 25mm minimum length
• Not reporting severity• Should separate “outside of wheelpath” into left
and right.