how construction history may enhance a pavement...
TRANSCRIPT
How construction history may enhance a pavement management system
Monday, April 9, 20202:00-3:30 PM ET
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Credit earned on completion of this program will be reported to RCEP. A
certificate of completion will be issued to participants that have registered
and attended the entire session. As such, it does not include content that
may be deemed or construed to be an approval or endorsement by RCEP.
Learning Objectives
At the end of this webinar, you will be able to:
• Provide examples to assist agencies with integrating pavement construction history into a pavement management system
• Illustrate different ways to capture maintenance and construction history data
• Demonstrate why construction history is critically important to pavement management
PDH Certificate Information• This webinar is valued at 1.5 Professional Development
Hours (PDH)• Instructions on retrieving your certificate will be found in
your webinar reminder and follow-up emails• You must register and attend as an individual to receive a
PDH certificate• Certificates of Completion will be issued only to individuals
who register for and attend the entire webinar session –this includes Q&A
• TRB will report your hours within one week• Questions? Contact Reggie Gillum at [email protected]
Using Construction and Maintenance History in a Pavement Management System:
Washington State DOT Experience
David R. Luhr, PhD PEretired, Washington State DOT
Construction & Maintenance data provide essential information regarding the history of the pavement asset.
- What type of pavement structure?- What type of materials?- What is pavement foundation/base/subbase?- When was original construction, or reconstruction, (and cost)?- When were surface renewals/rehabs (and costs)?- When was maintenance performed (and costs)?
All of these factors affect the evaluation of pavement performance over time.
Why are Construction & Maintenance Data Important for Pavement Management?
- Washington State Pavement Management System (WSPMS) has detailed database that has been consistent since 1970s
- Continued development of improved methods to collect and import data
- Ability to merge data from different sources
- Use of robust Location Referencing System (LRS)
How Has WSDOT Accomplished This?
Location ReferencingSRMP(State Route Mile Post)–physical referenceARM (Adjustable Route Mile)–changes over time
WSPMS Data Sources
PINWIN
PhaseTEIS Version and $
CPMS/TEIS
ConfigurationContractTraffic
LocationClassification
Roadway Data Mart
DistressSensorImagery
P1 Prioritization Info
WSPMS Data Store
User Defined SegmentsCommentsP1 Plans
Cores
WSPMS Users
Extra Contract DatesContract Costs
Construction Data Mart
InspectionsRepairs
Maintenance(HATS)
WSPMS Data Sources for Construction and Maintenance
ConfigurationContractTraffic
LocationClassification
Roadway Data Mart
Extra Contract DatesContract Costs
Construction Data Mart
InspectionsRepairs
Maintenance(HATS)
WSDOT Pavement Network18,500 Lane-Miles, $15 B Replacement Cost
Asphalt 49%Chip
Seal38%
Concrete13%
Statewide Lane Miles
Cost-Effectiveness of Flexible Pavement Treatments
Treatment Added Life(Years)
Typical Construction Cost ($/lane-
mile)
Typical AnnualCost ($/lane-
mile/year)
Maintenance/Preservation
2 – 4 years $5,000 $1,500
Chip Seal Resurfacing
7 – 10 years $45,000 $7,000
AsphaltResurfacing
11 – 18 years $250,000 $19,000
Pavement Variability
• Value from Pavement Management comes from making good decisions.
• In order to make good decisions for the future, we need valuable information of how pavements performed in the past (to help us learn from our data).
• Construction and maintenance data are difficult to acquire, but necessary to understand the performance of the past.
Conclusions
Pavement As-Built Data Management at Caltrans
Zhongren Wang, PhD, PE, TEChief, Office of Pavement Management
Pavement Program, Division of Maintenance, California Department of Transportation
April 9, 2020
Outline
As-built data introduction
As-built data governance Definition,
QC/QA,
Storage, and
Dissemination
Data mining
Summary
2TRB Webinar on As-Built Data
Pavement As-Built Data Sources
Databases Construction database
Office of Engineer’s database
Project development database—PRSM
California Transportation Commission (CTC) update
Types of funding programs SHOPP (state highway operation and protection program)—Non-Capacity Adding
STIP (State Transportation Improvement Program) —Capacity Adding
State-force—maintenance
Director Order (DO)—emergency projects
3TRB Webinar on As-Built Data
As-Built Data Fields in PaveM
4TRB Webinar on As-Built Data
As-Built Maintenance Process
5TRB Webinar on As-Built Data
Manual Data Entry
QC/QA outside of PaveM
Uploading into PaveM and QC/QA again
Segmentation, Modeling, Validation, and Mining
Dissemination: H-Chart
6TRB Webinar on As-Built Data
https://www.agileassets.com/case-studies/streamlining-pavement-project-reviews-through-visualization/
Interactive Maps
7TRB Webinar on As-Built Data
http://svgcesridvweb.ct.dot.ca.gov/arcgis/apps/webappviewer/index.html?id=94523d70e96f4ab7bc732370cc27305c.
Interactive Maps
8TRB Webinar on As-Built Data
http://svgcesridvweb.ct.dot.ca.gov/arcgis/apps/webappviewer/index.html?id=94523d70e96f4ab7bc732370cc27305c.
Interactive Maps
9TRB Webinar on As-Built Data
http://svgcesridvweb.ct.dot.ca.gov/arcgis/apps/webappviewer/index.html?id=94523d70e96f4ab7bc732370cc27305c.
1983-2017 35-year Studied
10TRB Webinar on As-Built Data
Treatment Frequency1983-2017 35-Year History
11TRB Webinar on As-Built Data
Top 10 >85% lane miles
35-Year Lane Miles (PCC)
12TRB Webinar on As-Built Data
35-Year Lane Miles (AC)
13TRB Webinar on As-Built Data
Network IRI Performance
14TRB Webinar on As-Built Data
Lane Miles: AC vs. PCC
15TRB Webinar on As-Built Data
Asphalt
Treatment
Strategy and
Budget Group
AC Lane
Miles
Asphalt
Pavement
Coverage
Ratio
PCC
Lane
Miles
Concrete
Pavement
Coverage
Ratio
Both AC
and PCC
Lane Miles
Both AC and
PCC
Coverage
Ratio
Preventive
Maintenance 45268 3.5% 112 0.0% 45380 2.6%
Corrective
Maintenance 45555 3.5% 14801 3.3% 60356 3.4%
CAPM 31425 2.4% 20096 4.4% 51521 2.9%
Rehab 36865 2.8% 22027 4.8% 58892 3.4%
Grand Total 159114 12.3% 57036 12.5% 216150 12.4%
Costs: AC vs. PCC
16TRB Webinar on As-Built Data
Treatment and Budget
Category
Total Costs,
million $
Unit Cost,
$/Lane Mile
Total Costs,
million $
Unit Cost,
$/Lane Mile
PM $ 2,858 $ 63,137 $ 10 $85,000
CM $ 11,370 $ 249,584 $ 559 $37,776
HM $ 14,228 $ 156,655 $ 569 $38,131
CAPM $ 10,994 $ 349,860 $ 4,463 $222,082
Rehab $ 23,721 $ 643,450 $ 28,442 $1,291,236
SHOPP $ 34,715 $ 508,349 $ 32,905 $781,165
Grand Total $ 48,943 $ 307,597 $ 33,474 $586,886
HM:SHOPP Ratio 29:71 2:98
CAPM:Rehab Ratio 32:68 14:86
PCC PavementAC Pavement
Treatment and Budget
Category
Total Costs,
million $
Unit Cost,
$/Lane Mile
Total Costs,
million $
Unit Cost,
$/Lane Mile
PM $ 2,858 $ 63,137 $ 10 $85,000
CM $ 11,370 $ 249,584 $ 559 $37,776
HM $ 14,228 $ 156,655 $ 569 $38,131
CAPM $ 10,994 $ 349,860 $ 4,463 $222,082
Rehab $ 23,721 $ 643,450 $ 28,442 $1,291,236
SHOPP $ 34,715 $ 508,349 $ 32,905 $781,165
Grand Total $ 48,943 $ 307,597 $ 33,474 $586,886
HM:SHOPP Ratio 29:71 2:98
CAPM:Rehab Ratio 32:68 14:86
PCC PavementAC Pavement
Summary
Manual data entry to maintain and QC/QA in CA PaveM
Interactive maps help better visualize and disseminate data
Data mining shows the top 10 treatments over the past 35 years. Chip seal is #1.
AC and PCC show similar network coverage ratio as 12.3% per year
PCC is almost twice as expensive to upkeep
17TRB Webinar on As-Built Data
Kansas DOT Experience Integrating Pavement
Construction History into PMSApril 9, 2020 – webinar
Rick Miller
Photo from Dustrol, Inc.
Illustrate capturing construction and maintenance history data
• Completed Rehab Forms (CRF) – the Kansas method including • Missing history (short and long)• Accuracy and granularity
• location• action• timing
• And through all of these I will talk about how much more you could do if your needs warrant it (aka the gap between project delivery and Asset Management data needs)
PMS needs for Construction History Data
• Action (1 ½” Overlay)• Materials (BM-1T)• On route (U-75)
• from (cmp 12.5)• to (cmp 21.3)
• Open to traffic date (8/30/2018)
CRF Sample 1 – A host project
CRF
Sam
ple2
Wha
t goe
s whe
re
CRF
Sam
ple
3 –
Mor
e W
hat
List of Planned Projects
Convert to Planned Action,
Location, and MOYYYY
Field Entry of Completed Rehab
Form Updating and Adding Date
Receipt of CRF and check against original planned
data
Store updated project data in
appropriate PMS records
The spiral of C&M project data and PMS
Simple process that meets PMS needs
• Apply location to nominally 1 mile segments, so close is good• Apply actions to 1 mile segments so predominant is enough• Some materials info• Date Open to Unrestricted Traffic
• The reports are completed by Field Inspectors, so it is coming from very close to the job
A few weaknesses
• Field Folks are sometimes reluctant to correct us• Sometimes struggle with action codes (so many)• Sometimes don’t report exceptions (C&G, different original surface,…)• Sometimes don’t add projects we missed
• Short• Maintenance• Fubar
Other users of C&M data from PMSConstruction and Maintenance HistoryCounty 4, US-281, CMP 1.310 – 5.816 Actions view of Pavement Sandwich• Action 3 – KA-3829-01 2016
• Mod. Slurry Seal 0.4• Action 2 – K – 9772-01 2005
• OL 1 BM1T• SR 1
• Action 1 – K -3377-02 1996• HMA/S 1.5 BM2A• HMA/B 6.5 BM2C
• Action 0 – Major Grading 1996Major Grading 1996
HMA/B 6.5” BM2C 1996
HMA/S 1.5 BM2A 1996
Surface Recycle 1.0 2005HMA 1.0 BM1T 2005
MSS 0.4 2016
Other users of C&M data from PMS
Construction and Maintenance History Layers view of Pavement Sandwich• Action 3 – KA-3829-01 2016
• Mod. Slurry Seal 0.4• Action 2 – K – 9772-01 2005
• SR 1• OL 1 BM1T
• Action 1 – K -3377-02 1996• HMA/S 1.5 BM2A• HMA/B 6.5 BM2C
• Action 0 – Major Grading 1996Major Grading 1996
HMA/B 6.5 BM2C 1996
HMA/S 0.5 BM2A 1996
Surface Recycle (BM2A) 1.0 2005HMA 1.0 BM1T 2005
MSS 0.4 2016
Other users of C&M data from PMS
Actions view of Pavement Sandwich Layers view of Pavement Sandwich
Major Grading 1996
HMA/B 6.5 BM2C 1996
HMA/S 0.5 BM2A 1996
Surface Recycle (BM2A) 1.0 2005HMA 1.0 BM1T 2005
MSS 0.4 2016
Major Grading 1996
HMA/B 6.5” BM2C 1996
HMA/S 1.5 BM2A 1996
Surface Recycle 1.0 2005HMA 1.0 BM1T 2005
Last Slide….
• KDOT’s Completed Rehab Form has collected C&M data for years• What, Where, and When are generally known for highway pavement
actions over that 30+ year period• While the CRF meets our needs, we are expanding it for PMS and
other users• Integrating Systems might help fill the gaps, but it isn’t easy (but we
can start)
Use of Historic Paving Data City and County of Denver
PerspectivePat Kennedy, PE Engineering ManagerDenver Department of Transportation and Infrastructure
General Uses
Historic recordCost/benefit analysisTreatment lifeNetwork condition trendTreatment ResetsDeterioration models
Treatment Resets
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20
Pave
men
t Con
ditio
n In
dex
Pavement Age (years)
PCI Reset
0
10
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40
50
60
70
80
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100
0 5 10 15 20
Pave
men
t Con
ditio
n In
dex
Pavement Age (years)
PCI Reset
Treatment Resets
0
2
4
6
8
10
12
14
16
18
20
100 95 90 85 80 75 70 65 60 55 50 45 40 35
Appa
rent
Age
PCI
Inverse Deterioration Curve
Treatment Resets
Actual PCI Þ Apparent AgeTreatment Year Þ Actual AgeDelta Þ Starting Age Þ Reset PCI
2017 PCI 78 Þ App Age 5 yrsTreatment Year 2014 Þ Act Age 3 yrs5 – 3 = 2 yr DeltaReset PCI 92
02468
101214161820
100 95 90 85 80 75 70 65 60 55 50 45 40 35
Appa
rent
Age
PCI
Inverse Deterioration Curve
0102030405060708090
100
0 5 10 15 20
PCI
Pavement Age (years)
PCI
Treatment ResetsAction Class 2010 Reset 2019 reset
2" M&O ART 92 933" M&O ART 93 94
SMA M&O ART 95 95M&O COL 93 89M&O LOC 94 91HIPR ART 91 91HIPR COL 92 92HIPR LOC 93 92
Chip Seal ART -- --Chip Seal COL 88 --Chip Seal LOC 88 82
Deterioration Model
Can we validate the existing deterioration models in the asset management system?
0
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100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Cond
ition
Inde
x
Age
Typical Deterioration Curve
0
10
20
30
40
50
60
70
80
90
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Cond
ition
Inde
x
Age
Typical Deterioration Curve
Deterioration Model-Local
0
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0 5 10 15 20 25 30 35 40 45 50
Deterioration Model-Local
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0 5 10 15 20 25
0.0
10.0
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30.0
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90.0
100.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Deterioration Model-Local
0.0
10.0
20.0
30.0
40.0
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60.0
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100.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Deterioration Model-Local
0.0
10.0
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40.0
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100.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Deterioration Models
Deterioration Model-Arterial
0
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Conclusions
• Many uses for historic data• The two examples shown highlight how Denver has used
historic data to validate our Asset Management • Gives Denver confidence in the predictive models we use for
long range planning and programing
Today’s Panelists• Linda Pierce, [email protected]• David Luhr,
[email protected]• Zhongren Wang,
[email protected]• Rick Miller, [email protected]• Pat Kennedy,
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