2012 pavement awards · garrett moore, p.e. – presentation of awards. 2 ... (dulles rail and...
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2012 Pavement Awards
October 7, 2013
David Kaulfers, P.E., PMP – Presiding
Garrett Moore, P.E. – Presentation of Awards
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• Rideability
• Measured (IRI)
• Seat of the pants
• Quality Measures
• Density
• Volumetrics
• Workmanship – joints, & connections
• Project Complexity
• Geometrics
• Overlay type – milling thickness
• Mix Type
• Time of construction (night/limited hours)
Pavement Awards
2012 Judges
• Trenton Clark – Director of
Engineering, VAA
• Patrick O’Leary – State
Specifications Engineer
• David Kaulfers – Assistant
State Materials Engineer
• Mike Schwartz –
Maintenance Contract
Program Analyst
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• Northern Virginia District
• I-66
• Contractor: Superior Paving
2012 District Construction Award Finalist
2012 State Asphalt Pavement Award Finalist
Northern Virginia District - Construction
October 7, 2013
Susan Shaw, P.E.
Northern Virginia District, Design-Build and Mega Projects Program Manager
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Project Location
Project Location
I-66 – Route 50 to I-495
-6.5 miles of interstate
-ADT >180,000 vpd
-Fairfax County, City of
Fairfax, Town of Vienna
-Residential neighborhoods
-Dulles Rail and I-495 Mega
Projects
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Condition of Old Pavement
Spalling Failed Patch
Failing Joint
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{ z y
x w
u Travel Lane 2
v
u Patch badly deteriorated concrete pavement with full-depth concrete patches and seal joints)
6’± 12’ 12’ 12’ 12’
Travel Lane 1 (HOV) Travel Lane 3 Aux. Travel Lane
Existing
Median or
Metro
Barrier,
depending
on location
v Patch minor spalling with asphalt
w Seal joints, eradicate pavement markings, remove snow plowable raised pavement markers
x Place 5/8” Thin Hot Mix Asphalt Concrete Overlay stress absorbing membrane interface layer
y 2” SMA-12.5 (PG 76-22, polymer modified)
z 1-1/2” SMA-9.5 (PG 76-22, polymer modified)
{ 3/8” High Friction Surface Course to delineate auxiliary travel lane
Scope of Work
55,572 SY full depth patches
4,697 SY partial depth patches
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• Design-build contract (FO)0066-029-882 awarded to Fort
Myer Construction Corporation - $37,938,252.41
• Superior Paving Corporation – SMA subcontractor
• 1.5” SMA-9.5 (76-22) – 33,194 Tons
• 2” SMA-12.5 (76-22) – 18,768 Tons
• SM-9.5D (shoulders and scratch course) – 6,639 tons
Project Information
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Construction Challenges
•ADT > 180,000 vpd
•Limited space for MOT
•Limited times for dual lane closures
•Coordination with adjacent Mega Projects
(Dulles Rail and I-495 HOT Lanes)
•Lane shifts across longitudinal joints and
crown shifts
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• Limited overhead clearance for existing
bridges (transitions in paving)
• Night paving
Construction Challenges
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Testing/Quality Assurance
• No segregation or flushing
• No price adjustment on lots
• All asphalt content and
aggregate gradations met
required specification
• Trial test sections performed and
monitored prior to production
• Excellent rideability
• All QC and QA density tests met
specification
Quality Workmanship
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• Straight/uniform longitudinal
and transverse joints
• Uniform surface texture
• Smooth riding surface
Rideability Data
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International Roughness Index (IRI)
Average IRI (ins/mi.)
Lane EB WB
1 45 46
2 48 48
3 49 47
Note: project design-build specification required average IRI < 70 ins./mi. with no
individual 0.01 mile section >80 ins./mi.
Project Recognition
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National Asphalt Pavement
Association
2012 Quality in Construction
Project Team
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VDOT
Susan Shaw, P.E. – D-B Program Manager
Greg Newhouse, P.E. – Area Const. Eng.
Andy Carper – Consultant CM
Neil Butcher – Consultant Inspector
David Shiells, P.E. – NOVA District Matls. Engr.
John Russell – NOVA Materials
Ronald Seale – NOVA Materials
Superior Paving Corporation
David Helmick - Executive Vice President
David White – General Manager
Scott Shorb – Project Manager
Jerry Shewbridge – Foreman
Prime Contractor
Fort Myer Construction Corp.
Material Suppliers
Aggregate: Luck Stone – Leesburg
Liquid Asphalt: NuStar
Trackless Tack – Seaboard Asphalt Products
Subcontractor
Pavement Markings: A-Annandale, Inc.
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2012 Asphalt Pavement Awards
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2012 Statewide Asphalt
Construction Project winner
is……………
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• Bristol District
• I-81
• Contractor: W-L Construction and Paving
• Culpeper District
• US 17
• Contractor: Superior Paving
• NOVA District
• Fairfax County Parkway
• Contractor: Superior Paving
2012 District Maintenance Award Finalist
October 7, 2013 Marty Halloway, PE Bristol District Area Construction Engineer
2013 Asphalt Pavement Award Finalist
Bristol District- Maintenance
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Project Information
Location: I-81 SBL in Washington County
From: 8.33 Mile Marker
To: 2.98 Mile Marker
Length of project – 5.35 Miles
Scope: Mill existing pavement and place surface mix. The
work also included the installation of safety
enhancements such as new pavement markings
and markers, milled rumble strips and guardrail
upgrades.
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2013 Bristol District Construction Site
Washington Co. I-81 SBL – 5.35 Miles
End
Start
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Major Quantities
SM-12.5E (76-22) – 14,493 TON
SM-12.5A – 7,596 TON
Flexible Pavement Planing – 200,804 S.Y.
Type B 6” Line Marking – 76,135 L.F.
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Testing/Quality Assurance
• Target field density achieved
• No price adjustment on lots
• HMA volumetrics met specification limits
• Rideability (IRI) testing
• 100% CQIP on product
• Focus Documents
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Rideability Data
LANE
No.
Before IRI
Average
After IRI
Average
% Improvement
1 61 48 21
2 60
42
30
3 57
45
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International Roughness Index (IRI)
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Construction Challenges
• Variable depth milling (0” – 2”) and placing inlay of asphalt
concrete mix to meet cross-sectional grade requirements
with three lanes of traffic.
• Placement of asphalt concrete to improve and maintain
drainage at 81 drainage structures.
• Tie into over 4 miles of median barrier and maintain grade.
• Pavement transitioning for 6 bridges and 3 interchanges in
an urban area.
• Signal coordination and traffic control.
• Maintaining interstate traffic in an urbanized area, including
night time work, (25,000 AADT, 19% Truck Class)
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Project Success
• Partnering & Risk Avoidance Meetings
• The right team – one team one VDOT
• Proactive planning
• Great traffic maintenance plan.
• Asphalt concrete delivered and placed in a timely manner.
• Pavement materials were within specifications.
• Project completed ahead of schedule.
• Project completed within budget
• Rideability improved significantly
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Project Team VDOT – Bristol DistrictWO
Marty R. Halloway, PE David Morrison
District Area Construction Engineer Construction Manager
A. Morton Thomas
Robert Wolfe Mitch Price
Lead Project Inspector Project Inspector
W-L Construction and Paving, Inc.
Jeff Cullop Earl Halsey
Operations Manager Paving Superintendent
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Drainage Issue Project Photo
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Drainage Issue Project Photo
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Drainage Issue Project Photo
During Project Photos
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During Project Photos
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During Project Photos
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During Project Photos
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During Project Photos
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Complete Project Photo
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Complete Project Photo
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Complete Project Photo
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Thank You
October 7, 2013 Ken Connors, P.E. Culpeper District Construction Engineer
2012 Asphalt Pavement Award Finalist
Culpeper District - Maintenance
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Project Information
Location: Route 17 SBL in Fauquier County
From: Rte 699 (MP 30.49)
To: I-66 Bridge (MP 35.59)
Length of project – 5.1 Miles
Paving Work: Straight overlay of SMA-9.5 & SMA-9.5 GTR (76-22)
SM-9.5A & D for turn lanes and connections
175 lbs/s.y. application rate.
AC Quantities: SM-9.5 A – 5587 Tons
SM-9.5 D – 944 Tons
SMA-9.5 (76-22) – 3804 Tons
SMA-9.5 GTR (76-22) 4291 Tons
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Project
Location
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• Placing AC overlay for tangent and super-elevated sections with
transitions and tie-ins for multiple turn lanes, cross-overs and
approaches.
• Maintaining high volume traffic during day time operation.
• Logistics associated with and placing the SMA-9.5 GTR (76-22).
Construction Challenges
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QC/QA Test Results
• Target field density
achieved
• No price adjustment on
lots
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Rideability Data
LANE
No.
Before IRI Average After IRI Average % Improvement
1
51
45
12
2
52
47
10
International Roughness Index (IRI)
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• Uniform, smooth, even AC mat
• Straight, uniform joints
• Edge lines straight, uniform
Workmanship
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Superior Paving Corporation
Rodney Jarels
Operations Manager
Bobby Walton
Field Superintendent
VDOT
Dianna C. Sheesley, P.E., PMP
Northern Area Construction Engineer
Chuck Clatterbuck
Lead Project Inspector
Wade Smith, CCM
Construction Manager
Material Suppliers
Aggregate: Luck Stone – Bealeton
Liquid Asphalt: Associated Asphalt –
Martinsburg, West Virginia
Project Team
2012 State Asphalt Pavement Award Finalist
Northern Virginia District- Maintenance
October 7, 2013
Ebbie Attar, P.E.
Northern Virginia District Area Construction Engineer
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Fairfax County Parkway SMA Project Information
• Contract (NFO)PM09-029-941, N501 awarded to Superior
Paving Corporation - $10,803,643.46
• Contract (NFO)PM9V-96A-125, N501 awarded to Superior
Paving Corporation - $5,106,561.89
• Geometrics: Moderate vertical grade, moderate curvature,
longitudinal joints/transverse joints, multiple turn lanes,
ramps, intersections, crown, transitional and
superelevated pavement surfaces.
• Pavement Structure Materials (Combined Contracts):
• SMA-12.5 (70-22) – 48,148 TONS
• SMA 12.5 (76-22) – 81,383 TONS
• SMA 12.5 (76-22 AR) – 3,802 TONS
• PFC 12.5 (82-22 AR) – 4,341 TONS
• SM-9.5 D (Spot Level) – 3600 TONS
• Surface Preparation and Restoration Ty. II – 4,318 TONS
• Surface Preparation and Restoration Ty. III – 4,318 TONS
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PM-9U-12
Quiet Pavement Technology Segment
Location: Route 286 NBL and SBL in Fairfax County
From: West Ox Road (MP 21.12)
To: 0.15 Miles North of Rugby Road (MP 24.39)
Length: 3.27 Miles (4 lanes divided)
Cost: $795,000 (VCTIR funded)
Purpose: Construct 3 test sections to monitor road noise levels for
quiet pavement technology research.
Scope:
• Paving operation consisted of 3.27 miles of 2” depth milling, SMA-12.5
(76-22) , SMA-12.5 (70-22), SMA-12.5 (76-22 AR), PFC-12.5 (82-22 AR).
• Utilized three different test sections with multiple asphalt applications
and variables. Installed pavement marking Type B Class I and Type B
Class III as well as snow plowable markers.
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PROJECT LOCATION
Project Location
Fairfax County Parkway
-26.72 miles paved under
PM-9U and PM-9V-12
contracts
-Urban Environment
-Links Rte. 1, I-95, I-66, Rte.
29, Rte. 50 and Route 7 in
Fairfax County
-Major commuter route
-Bisects Residential Areas
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Testing/Quality Assurance
• No segregation or flushing
experienced in any of the
specialty mixes (SMA or PFC).
• No price adjustment on lots
• All volumetrics, asphalt content
and aggregate gradations met
required specification
• Trial test sections conducted and
monitored prior to production
• Rideability Incentive earned
Quality Workmanship
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• Uniform asphalt mixes and
excellent workmanship
produce a smooth even mat
• Straight and uniform joints
• Edges of pavement true curves and tangents
• Excellent rideability
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Challenges During Construction •Shoulder reconstruction on PM-9V-12
section required in multiple areas.
•Pavement transitions for multiple turn
lanes, ramps, median and crossovers.
•Milling and Paving while maintaining
traffic (40,000+ VPD)
•Night paving – all operations scheduled
while schools were not in session
•Coordination with VCTIR on Quiet
Pavement Technology sections
•Close coordination with Fair Lakes
Interchange project
•Public Information Meetings held prior to
paving and continuous Public Outreach
efforts during project duration.
Components of Success
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• Partnering with the contractor(s) for successful outcomes
• Traffic safely maintained for the traveling public at all times which resulted in a safe work environment in the FCP corridor during paving operations
• Quality asphalt concrete mixes were delivered and placed in a timely and efficient manner
• MTV used to maximize superior rideability
• Excellent project communications and public outreach led to increased customer satisfaction and a reduction in customer complaints
• Quality materials and workmanship yielded quality results
• Project completed within budget
• Project completed on schedule
Rideability Data – Incentive Only Contract
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International Roughness Index (IRI) - over $530K in incentives
LANE Before IRI Average
(Incentive Only) After IRI Average Incentive
SBL N/A 68 $243,565.74
NBL N/A 66 $292,454.52
The Project Team
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VDOT
Ebbie Attar, P.E. - Area Construction Engineer
Wahis Tadese- Lead VDOT Project Inspector
Avtar Singh, P.E.– Consultant CM
Ayman Alkaraee– VDOT Inspector Sr.
Joey Broy – Consultant Inspector
Ken Ivey - Consultant Inspector
Stephen Howard – Consultant Inspector
David Shiells, P.E. – NOVA District Matls. Engr.
John J. Russell – NOVA Materials
Ronald Seale – NOVA Materials
Robert Wilson – NOVA Infrastructure Mgt.
Kevin McGhee, P.E. – Research Scientist
Trenton Clark, P.E. – Virginia Asphalt Association
Superior Paving Corporation
David Helmick - Executive Vice President
David White – General Manager
Tom Cekada – Paving Superintendant
Material Suppliers
Aggregate: Luck Stone – Leesburg
Liquid Asphalt: NuStar
Trackless Tack – Seaboard Asphalt Products
Subcontractors
Pavement Markings – Payne’s Parking Designs
Loops – B&B Signal Co., LLC
Milling & Patching – Kickin Asphalt & Sealing
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2012 Asphalt Pavement Awards
CONGRATULATIONS!
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2012 Statewide Asphalt
Maintenance Project winner
is……………