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Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

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Page 1: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Cost Effective Drainage Structures

Henry J. “Hank” Gottschalk, IIITechnical Resources Engineer

Virginia Concrete Conference

March 2010

Page 2: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 3: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 4: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Page 5: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Bridge Systems

Page 6: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Culverts

Page 7: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Pipes

Page 8: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Drainage Inlets

Page 9: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Our only limitation is our customers’ imagination.Our only limitation is our customers’ imagination.

Page 10: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Horizontal Structures

Conduit

Structure

Page 11: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Purpose of vertical structure

Connect pipes

Page 12: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Purpose of vertical structure

Connect pipes

Provide access

Page 13: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Purpose of vertical structure

Connect pipes

Provide access

ASCE Photo Contest

Page 14: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Purpose of vertical structure

Connect pipes

Provide access

Page 15: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Shape

Page 16: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Round Vertical Structure

Page 17: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Round Vertical Structure

As = 0.0025 x D(in)

Page 18: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Round Vertical Structure

Page 19: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Rectangular Vertical Structure

Page 20: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Rectangular Vertical Structure

Page 21: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Rectangular Vertical Structure

Page 22: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Rectangular Vertical Structure

Page 23: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 24: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 25: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 26: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 27: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Cost of proper installation & inspection

Page 28: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010
Page 29: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Highway Congestion

Congestion robs our nation of productivity and quality of life

– 3.5 billion hours/year time delay

– 5.7 billion gallons of wasted gas/year

– Total cost of $75 billion for the 75 urban areas

2010 FHWA Presentation - Reggie Holt, Sr. Bridge Engineer

Page 30: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Work Zone Safety

Continued need for Accelerated Construction and methods to close fewer lanes

TRB DCG Critical & Cross Cutting Issues, 01-14-11

Page 31: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Work Zone Safety

As many as 1000 fatalities occur each year in roadway construction work zones

TRB DCG Critical & Cross Cutting Issues, 01-14-11

Page 32: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Cost of proper installation & inspection

Page 33: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Cost of proper installation & inspection

Maintenance

Page 34: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Cost of proper installation & inspection

Maintenance

Service Life versus Project Life

Page 35: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

U.S. Army Corps of EngineersNo. 1110-2-2902 Engineering and DesignConduits, Culverts, and Pipes (31 March 1998)

(1) CONCRETE- Most studies estimated product service life for concrete pipe to be between 70 and 100 years. Of nine state highway departments, three listed the life as 100 years, five states stated between 70 and 100 years, and one state gave 50 years.

(2) STEEL - Corrugated steel pipe usually fails due to corrosion of the invert or the exterior of the pipe. Properly applied coatings can extend the product life to at least 50 years for most environments.

(3) ALUMINUM- Aluminum pipe is usually affected more by soil-side corrosion than by corrosion of the invert. Long-term performance is difficult to predict because of a relatively short history of use, but the designer should not expect a product service life of greater than 50 years.

(4) PLASTIC- Many different materials fall under the general category of plastic. Each of these materials may have some unique applications where it is suitable or unsuitable. Performance history of plastic pipe is limited. A designer should not expect a product service life of greater than 50 years.

Excerpt from Para. 1-4Life Cycle Design

Page 36: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Risk Assessment

Page 37: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Risk Assessment

Modes of Failure

Page 38: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

72” Culvert Failure

Cost = Up to$500,000

Major Highway CLOSED

Business ProfitDecrease

Detour

Longer Employee Commute

Public DrivingConfusion

Officials Manning Roadblocks

Page 39: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

The Economic Cost of Culvert Failure

Page 40: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

User Delay Costs (Indirect Costs)

Joseph Perrin’s Research:

D = AADT * t * d *(cv * vv * vof + cf * vf)

Where:

AADT = Annual Average Daily Traffic of the roadway which the culvert is being installed

t = the average increase in delay or congestion the installation is causing to each vehicle per day, in hours

d = the number of days the project will takecv = the average rate of person-delay, in dollars per hour vv = the percentage of passenger vehicles traffic vof = the vehicle occupancy factor cf = the average rate of freight-delay, in dollars per hourvf = the percentage of truck traffic

Page 41: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

User Delay Costs (Indirect Costs)

Average Established Delay Costs as of 2005, in Dollars:

cv = $18.62 per person / hour of delay

cf = $52.86 per freight /hour of delay

Typical Traffic Assumptions:

vv = 97% vehicle passenger traffic

vf = 3% truck traffic

vof =1.2 persons per vehicle

A one-hour delay on a roadway carrying an Annual Average Daily Traffic of 20,000 vehicles costs the public over $450,000 every day.

Page 42: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Risk Assessment

Modes of Failure

Page 43: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Financial Assessment of Drainage Structure

Cost of supply

Cost of proper installation & inspection

Maintenance

Service Life versus Project Life

Page 44: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

It is unwise to pay too much, but it is worse to pay too little.

When you pay too much, you lose a little money.

When you pay too little, you sometimes lose everything, because the thing you bought was incapable of doing the thing it was bought to do.

JOHN RUSKIN 1819-1900, renowned English critic, social commentator, and economist of the Victorian Age

Page 45: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010

Advantages ofPrecast Concrete Structures

Cast and Cured in a Quality Controlled Environment

Shows up at the Jobsite as a Structure

Strength is All Ready “Built In”Just Set, Connect… and Go!

Save Time & Money! Precast Concrete = Long Service Life

Page 46: Cost Effective Drainage Structures Henry J. “Hank” Gottschalk, III Technical Resources Engineer Virginia Concrete Conference March 2010