real-time smoothness technology for improving concrete ... merritt.pdfreal-time smoothness...
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Real-Time Smoothness Technology for Improving Concrete Pavement SmoothnessRPUG 2016 Annual Meeting2 November 2016David K. Merritt, PE(TX)
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Real-Time Smoothness for Concrete Paving
• Overview of Real-Time Smoothness Technology
• SHRP2 RTS Implementation Support Program
• Using RTS Systems to Achieve Smoothness Requirements
• Observations from RTS Equipment Loan Projects
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Real-Time Smoothness for Concrete Paving
• Overview of Real-Time Smoothness Technology
• SHRP2 RTS Implementation Support Program
• Using RTS Systems to Achieve Smoothness Requirements
• Observations from RTS Equipment Loan Projects
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What is Real-Time Smoothness?
Real-time Smoothness (RTS)
refers to measuring and
evaluating the concrete
pavement surface profile
during construction,
somewhere along the paving
train while the concrete surface
is still wet (plastic).
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RTS Profilers
Paver-Mounted GOMACO Smoothness Indicator (GSI)
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RTS Profilers
Ames Engineering Paver-Mounted Real Time Profiler (RTP)
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RTS Profilers
Stand-Alone GOMACO GSI Machine
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Real-Time Feedback
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Real-Time Tracking of “Events”
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Reasons for Using RTS Equipment
• Reduce Disincentives and Increase Incentives
• Increase Production(?)
• Anticipated change in smoothness acceptance
requirements
PI to IRI Change in localized roughness specification limits
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Benefits of Real-Time Smoothness
• Opportunity to identify real-time and correct objectionable
profile features caused by:
Stringline/stringless system disturbance Padline variability Non-uniformity of concrete
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Benefits of Real-Time Smoothness
• Validation of adjustments in 1 hour vs. 12 to 24 hours:
Hydraulic sensitivity relative to machine control input (stringlineand stringless)
Vibrator frequencies Paving speed Concrete head Concrete mixture proportions Others
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Limitations of Real-Time Smoothness
• Not a replacement for conventional profiling for acceptance.
• Not a replacement for better practices to construct
smoother pavements.
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Real-Time Smoothness for Concrete Paving
• Overview of Real-Time Smoothness Technology
• SHRP2 RTS Implementation Support Program
• Using RTS Systems to Achieve Smoothness Requirements
• Observations from RTS Equipment Loan Projects
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Real-Time SmoothnessSHRP2 Implementation Support
RTS Implementation Support Activities
Task 1: Equipment Loan Program (2015 - 2017) Full use of an RTS system for two weeks On-site technical support and training 11 equipment loans nationwide (ID, NE, MI, TX, PA, IA, IL, UT[2],
CA to date)
Task 2: Regional Showcase (Open House) One day classroom presentations with an on-site RTS
demonstration In conjunction with an equipment loan project Aug. 9 2016 (Salt Lake City, Utah)
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Real-Time SmoothnessSHRP2 Implementation Support
RTS Implementation Support Activities
Task 3: Workshops Four hour workshops (UT, CA to date)
Task 4: Documentation of Results/Case Studies Synthesis of contractors’ experience Case study – Comparing real-time measurements to QA results Case study – Long-term performance of RTS Documentation of equipment loans and lessons learned
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Real-Time SmoothnessSHRP2 Implementation Support
RTS Implementation Support Activities
Task 5: Specification Refinement QC approach Process improvement
Task 6: Outreach Materials Quick field reference guide Brochures Project updates (30 minute briefings)
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Real-Time Smoothness for Concrete Paving
• Overview of Real-Time Smoothness Technology
• SHRP2 RTS Implementation Support Program
• Using RTS Systems to Achieve Smoothness Requirements
• Observations from RTS Equipment Loan Projects
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Using RTS Systems
• Step 1 – Establish a baseline
Monitor results for 1 to 2 days. Keep processes static, but make ordinary adjustments. Observe typical responses to the ordinary adjustments and make
notes or add event markers in the RTS.• Mixture• Vibrators• Speed• Head• Paver stops• Etc.
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Using RTS Systems
• The RTS results are higher than the QC hardened profiles –
what’s up with that?
Don’t panic Just focus on making the RTS results better (lower IRI) QC profiles will improve as well
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Using RTS Systems
• Step 2 – Pick the low hanging fruit
• Eliminate large events that cause excessive localized
roughness.
Stringline/stringless interference Paver stops Padline issues Etc.
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Localized Roughness Events
• Stringless system interference
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Localized Roughness Events
• Running the paver out of concrete
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Localized Roughness Events
• Stopping the paver
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Using RTS Systems
• Step 3 – Adjust the paving process to improve overall
smoothness
Maintain a consistent head Lead/draft to get the paver as flat as possible Sensitivities Vibrators (height and frequency) Mixture Paver operation Paving speed
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Overall Smoothness
• Eliminating big events gives you a new “baseline” to adjust
from.
Systematically make changes in small increments. Get a minimum of 0.1 mile with consistent paving (no big events)
and then evaluate if the adjustment made things smoother. Continue adjusting in small increments and evaluating every 0.1
mile.
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Overall Smoothness
• Stay focused and incredible things can happen
Over a mile paved per day – average IRI = 28 in/mi:
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Using RTS Systems
• Step 4 – Identify repeating features using a ProVAL PSD plot
and adjust processes when possible.
Joints Dumping/Spreading loads CRCP bar supports
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Repeating Features
• What repeating feature shows up here?
• What can you do to mitigate this feature?
15’7.5’5’
3’
Wavelength (ft)
Slop
e Spectral Den
sity (ft/cycle)
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Real-Time Smoothness for Concrete Paving
• Overview of Real-Time Smoothness Technology
• SHRP2 RTS Implementation Support Program
• Using RTS Systems to Achieve Smoothness Requirements
• Observations from RTS Equipment Loan Projects
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SHRP2-FHWA RTS Equipment Loans
Equipment Loans to Date
Idaho, I-84 Nebraska, I-80 Michigan, I-69 Texas, SH99 Pennsylvania, I-81 Iowa, Lyon Co. L-26 Illinois, I-90 Tollway Utah, I-15 Utah, I-215 California, SR46
7 JPCP, 2 CRCP, 1 Thin Overlay Varying slab thickness and
base/subbase types Daytime and nighttime paving Varying paver types and setup
(paver width, concrete delivery, finishing operations)
Varying mix designs Dowel baskets and DBI All but one project stringless
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Equipment Loan Observations
• Real-time and hardened profiles parallel each other
RTP ProfileHardened Profile
Distance (ft)
Elevation (in
)
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Equipment Loan Observations
• Short wavelength features in RTS that are not in hardened.
RTP ProfileHardened Profile
Distance (ft)
Elevation (in
)
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Equipment Loan Observations
• RTP consistently measured higher roughness than
hardened (20-80 percent higher).
HardenedRTPRTPRTP
HardenedRTPRTPRTP
HardenedRTPRTPRTP
Distance (ft)
IRI (in/m
i)
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Equipment Loan Observations
• Joint spacing (with dowel baskets) generally dominant content
in hardened and RTP PSD, but less dominant in hardened.
Hardened, Lane 3RTP, Lane 3Hardened, Lane 4RTP, Lane 4
Wavelength (ft)
Slop
e Spectral Den
sity (ft/cycle)
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Equipment Loan Observations
• PSD content sporadic on days with poor smoothness
results.
Wavelength (ft)
Slop
e Spectral Den
sity (ft/cycle)
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Equipment Loan Observations
• Paver stops appear to have some effect on RTP
measurements, but it is not consistent.
RTP, Lane 3RTP, Lane 4RTP, Lane 3RTP, Lane 4RTP, Lane 3RTP, Lane 4
Milepost (mile)
Elevation (in
)
Paver Stops
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Equipment Loan Observations
• Paver stops appear to have some effect on RTP
measurements, but it is not consistent.
Milepost (mile)
IRI (in/m
i)
Paver Stops
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Equipment Loan Observations
• Benefits of good finishing processes
Distance (ft)
RTPHardenedRTPHardenedRTPHardened
Elevation (in
)
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Equipment Loan Observations
• Benefits of good finishing processes are apparent
Distance (ft)
RTPHardenedRTPHardenedRTPHardened
IRI (in/m
i)
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Equipment Loan Observations
• Dominant features in RTS PSD plot
• What happening at 10.5-’11’?
15’ Joint Spacing
??
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Equipment Loan Observations
• Hardened profile data
• What happening at 10.5-’11’?
??
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Equipment Loan Observations
• Roughness “spikes” every 350-450 ft
• What is it?
Distance (ft)
IRI (in/m
i)
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Equipment Loan Observations
• RTS is a valuable tool for contractor QC during paving.
Identification of effects of paving process adjustments. Identification of effects of construction artifacts. Achieving better hardened profile results.
• RTS cannot be used in a vacuum – correlation to hardened
profile data is essential.
• Several contractors have seen the value of this tool and
purchased systems.
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Real-Time Smoothness for Concrete Paving
Questions and Discussion