porous pavement “a green step forward”...contractor: eaton asphalt paving company, inc. anthony...
TRANSCRIPT
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POROUS PAVEMENT
“A GREEN STEP FORWARD”
OTEC 2009
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Ft. Wright TANK Park & Ride
Engineer:
KZF Design Inc.Henry L. (Hank) Fedders – Project Manager
Contractor:
Eaton Asphalt Paving Company, Inc.Anthony Ridgeway – Construction Manager
Owner:
Transit Authority of Northern KentuckyAndrew Aiello - Deputy General Manager
Storm Water Permitting & Monitoring:
SD#1Craig Frye – Assistant Project Manager
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project
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Background
• October 2005 - TANK issues RFP for a design/build project for two Park & Rides.
• Mt. Zion Road in Boone County – 75-150 parking spaces and Ft. Wright adjacent to TANK facility – 150-250 parking spaces.
• KZF and Eaton Asphalt Paving Co. partnered to submit bids for both projects and the team was selected for both projects.
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design
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Site Plan
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Porous Pavement Design
Non-Woven Geotextile Fabric
Uncompacted Soil Subgrade
6” Open-Graded HMA
with PG 76-22
24-36” of #2 Stone
Recharge Bed
Aggregate Interlayer 6”Thick (#8 stone)
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Grading and Drainage Plan
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Grading and Drainage Plan2
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Design Challenge
• 36” CMP storm pipe from KY 17 outlet extended under the entire lot.
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• Monitoring device on outlet pipe from control structure.
Post Construction
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Flow Baffle
• Flow baffle.
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construction
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Pre-Construction
• Future site of Park & Ride was gravel and vegetated terrain.
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Porous Pavement Design
Non-Woven Geotextile Fabric
Uncompacted Soil Subgrade
6” Open-Graded HMA
with PG 76-22
24-36” of #2 Stone
Recharge Bed
Aggregate Interlayer 6”Thick (#8 stone)
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Construction Process
• Trucks kept off of subgrade to avoid further compaction.
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Construction
• Soil composition affects design of pavement system.
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Construction
• TOPCON GPS system used to establish level grade.
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Construction
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Construction
• Park & Ride had to be tied in with KyTCHighland Ave extension being constructed at the same time.
• Design/Build made it easy to make design changes on the fly for the tie in.
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completion
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Dry Porous Pavement
• Pervious pavement.
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After Rain Event
• Pervious pavement vs Standard Pavement.
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Before & After
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Before & After
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Before & After
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Before
Point of Reference
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After - Completed Facility
• Completed facility.
Point of reference
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Post Construction
• Newly designed shelters, decorative lighting and landscaping.
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storm monitoring
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• Monitoring Efforts
Monitoring
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• Quantity
Monitoring
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• Volume Reduction
Monitoring
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Monitoring
• Peak Flow Reduction
Peak Flow Reduction
0
0.05
0.1
0.15
0.2
0.25
0.3
0:001:152:303:455:006:157:308:4510:0011:1512:3013:4515:0016:1517:3018:4520:0021:1522:3023:45
Time
Runoff (cfs)
Impervious Asphalt
Porous Asphalt
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Q & A
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Contact Information
Engineer: KZF Design Inc.Henry L. (Hank) Fedders – Project [email protected]
Contractor: Eaton Asphalt Paving Company, Inc.Anthony Ridgeway – Construction [email protected]
Owner: Transit Authority of Northern KentuckyAndrew Aiello - Deputy General [email protected]
Storm Water Permitting & Monitoring: SD#1Craig Frye – Environmental [email protected]