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Volume 42,
Number 7
October 13, 2006 |
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It's Not Over Yet Oil prices stabilize, but for how
long? |
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As this issue is
launched, press reports abound that oil prices are falling.
At press time, World Oil.com was quoting West Texas
Intermediate (WTI) crude at about $59 per barrel. Of the various
classifications for oil, WTI is considered the benchmark crude oil
in the United States.
So compared to the $75 per barrel prices of just a few months ago,
everyone should be breathing a sigh of relief ... right?
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Not just yet,
warn some experts. Even though prices have eased, the world oil
situation is still volatile.
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So what?
Gas prices have come down, but future supply of asphalt and
other petroleum based products remains uncertain. |
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As goes
the price of oil per barrel, so too goes the price of gasoline and a
range of petroleum-based products, including asphalt oil used for
pavement applications. It also stands to reason that energy costs
will change accordingly.
Although there has been an easing in
oil prices lately, there’s uncertainty about the future of oil
pricing, and hence the pricing of oil-based products. There also are
concerns about supply of petroleum-based products, such as asphalt.
The price
of asphalt for paving has increased sharply this year. Engineering
News-Record in July reported the price for PG-58 paving asphalt
increased 2 percent in July after three consecutive increases in
April, May, and June.
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Asphalt Availability? McGraw Hill's Engineering
News-Record magazine reported recently that refiners are finding
that “producing lighter-grade petroleum products is more profitable”
than producing liquid asphalt.
Refiners that add catalytic
cracking units have little crude left over for liquid asphalt. “With
ultra-low-sulfur emission retrofits and coker installations planned
for 2008-10, fewer refiners are even offering liquid asphalt,” the
magazine reported.
Concerns about product availability,
along with pricing volatility, underscore some inherent benefits of
concrete pavements, notably relatively stable pricing and supply.
Still, in direct response to rising asphalt prices, some agencies
have been cutting back on projects, which has negative implications,
both immediately and in the future.
Paying more money to
accomplish less work is a losing strategy. Using thinner asphalt
overlays and reverting to old grades of asphalt won’t sit well with
taxpayers, either.
The Concrete Solution The
long-term cost benefits of concrete pavements have long been
understood. A growing number of agencies are now seeing that both
first costs and life-cycle costs favor concrete instead of asphalt.
For example: In Kansas, the state Department of
Transportation has officially switched four projects that were
initially slated as asphalt pavement to concrete pavement. The
projects are on U.S. 54, U.S. 169 and K-18. The projects total $86
million, with $27.5 million of that being direct pavement surfacing
costs, according to Todd M. LaTorella, P.E., Director of Engineering
for the Missouri/Kansas Chapter of ACPA.
On these projects, asphalt pavement was initially 17 to 44 percent
less expensive. But after re-running the costs with current day
cost information, the state found that concrete pavement was 1 to
11 percent less expensive–the biggest change being a 45 percent
swing. LaTorella said KDOT is also revisiting a number of other
projects where asphalt pavement had originally been selected using
current day cost information as well as “economizing” design changes
promoted by the MO/KS Chapter, ACPA and its members.
On KDOT projects where
pavement type selection is currently being conducted, concrete
pavement is winning out in terms of both initial cost and the cost
over the life-cycle of the pavement, LaTorella said. Traditionally,
concrete pavement has always won out over the life-cycle in Kansas.
But now, with concrete pavement being first-cost competitive, if not
less expensive than asphalt pavement, it’s a slam dunk. On two
recent large new construction projects concrete pavement was
estimated (by KDOT) to be 7 percent less expensive to construct
initially than asphalt pavement.
In early August, a county
in Minnesota started transforming a 3.2-mile stretch of Highway 2
from asphalt to concrete. McLeod County Highway Engineer John
Brunkhorst said soaring asphalt costs were a major factor in the
decision. The road, about an hour west of the Twin Cities, needed
work, but an asphalt fix didn’t make economic sense.
”At
first cost, concrete is a little more” costly, he said. But, given
the recent pricing trend, “it’s almost a wash.” Brunkhorst’s adds
that the life cycle costs favor concrete. “I anticipate only one or
two minor repair jobs in the next 50 years” on that stretch, he
said.
In Minnesota, the state has decided to put an unbonded
concrete overlay on a 13.8-mile section of westbound U.S. 10. This
section of road was constructed of 8-inch JRCP in 1960 with a 6-inch
bituminous overlay placed in 1988, according to Perry C. Collins, a
materials engineer with the Minnesota DOT. The existing overlay is
deteriorated to the point where all of it needs removal and
replacement, he said, and the state had planned for a 6-inch mill
and bituminous overlay.
But asphalt prices have risen
approximately 40 percent in that part of the state during the past
year, and the state determined that an unbonded concrete overlay is
now more cost-effective on a life-cycle basis, considering the
particular design parameters. Other benefits will be mitigated
reflective cracking and less disruption to traffic over the design
life, Collins said.
The situation also may be changing in
Montana, according to Mark Wissinger the state Department of
Transportation’s construction engineer. In Pennsylvania, an 8.5-mile
section of Interstate 99 was let in May 2006 with concrete and
asphalt pavement sections included in the bid offering. The state
DOT, in cooperation with the Federal Highway Administration, agreed
to use a procedure where the price offerings of the bidders (the “A”
component) and the future maintenance and road user delay costs of
each of the different alternates (the “C” component) were combined
to determine pavement type selection.
Charleston,
W.Va., used to put asphalt overlays on concrete streets that needed
repair. But the city just let a $262,000 contract to replace damaged
concrete with new concrete panels. The shift was inspired by a
general change in approach by city officials and by the rising cost
of asphalt, according to City Engineer Chris Knox. Last year,
asphalt cost the city $53 per ton placed; that figure is now up to
$67 a ton. Rising asphalt costs have become a major problem for a
growing number of agencies, contractors, and other
stakeholders.
Although no one can predict the future price or availability of
crude oil or asphalt oil, it’s a certainty that the present volatility
will remain a significant factor for construction seasons yet to
come. (Source: Jim Ross for SURFACE TRANSPORTATION
Magazine, with reports by ACPA Staff.)
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News and Views
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How are oil prices affecting you?
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The
editors of CONCRETE PAVEMENT PROGRESS are interested in your views
and opinions about current topics of importance to the
transportation community.
Please click here to take a brief, five-question survey on
how oil prices have affected your agency or business in the past
nine months.
Thank you for taking the time to participate
in this brief questionnaire. Your responses, whether anonymous or
not, will be published in a future issue of ACPA's CONCRETE PAVEMENT
PROGRESS.
Be sure to include your contact information to be
eligible for a free prize drawing. Note that we will only publish
your name and other information if you consent to
it.
Questions? Contact Erin McKnight at
847-966-2272.
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How
to Identify,
Minimize, and Eliminate Frost Action
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Cold
weather is rapidly approaching, and so is the time to adjust paving
procedures.
Winter and early springtime in cold climates signal the season
for frost action, the expansion and eventual consolidation of
fine-grained soils due to freezing. This soil expansion can cause
distress in all pavement types, but asphalt pavements are more
susceptible to the phenomena than those made with concrete.
Frost action is best described as the expansion and eventual consolidation
of fine-grained soils due to freezing, a phenomena that occurs
in the winter and early springtime in northern climates.
A number of factors must be present for frost action to occur.
They include:
• A "frost susceptible" soil, generally a silt or silty clay;
• An adequate supply of moisture, occurring from infiltration,
ground water movement, capillary rise, etc; and
• Sustained temperatures below freezing. Note that for this to
happen, the soil must actually freeze. Ambient air temperature
and historic climatic data can be used to predict the likelihood
of this happening.
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Frost heave occurs when adequate moisture is present in a frost
susceptible soil that is then frozen. These conditions lead to
the formation of "ice lenses" in the soil. Because ice occupies
a greater volume than water, a wedging action or expansion of
the soil results. As the ice lenses form, additional water is
drawn in, leading to further expansion. When the soil thaws, the
ice lenses melt and consolidation of the soil occurs.
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Frost
action is most detrimental during the formation of the ice lenses,
which result in expansion of the soil. Pavement distress typically
involves longitudinal cracking and differential vertical movement
of the slabs.
The consolidation phase during thawing is not as critical because
concrete pavements distribute stresses over a wide area. |
| When
an ice lens begins to form from free moisture in the soil (above),
the water can feed it by capillary movement through frost-susceptible
soil, causing growth that will heave and sometimes crack the pavement
(bottom). |
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The most problematic areas are transition zones between materials
of different frost susceptibility.
ACPA recommends the following methods to minimize or eliminate frost
action: |
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• Removing the frost-susceptible soil and replacing it with a more
suitable material;
• Cross hauling to eliminate differential frost susceptibility;
• Adding soil modifiers to reduce frost susceptibility; and
• Minimizing the level of moisture present through proper drainage,
pavement maintenance, and design features. |
For more information on frost action, see ACPA publication TB011P,
which covers subgrades and subbases for concrete pavements.
To order TB011P, log-in to the ACPA members only section at www.pavement.com;
call toll-free 1-800-868-6733; or fax requests to 847-966-9666.
Please contact Mike Ayers
at 217-621-3438 for more information about frost action. |
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Eisenhower Memorial Approved... The U.S. Commission of
Fine Arts has approved a site adjacent to the National Mall
Washington, D.C., for a memorial to the nation's 34th President,
Dwight D. Eisenhower. Among his accomplishments, Eisenhower is
credited with the vision (and signing the legislation) that resulted
in the nation's Interstate highway system. The memorial will be
surrounded by the Department of Education, the Federal Aviation
Administration, the National Air and Space Museum, and the Voice of
America. Design of the memorial is expected to begin next
year. |
Administration Releases Findings from Workshop on
Alkali-Silica Reactivity... The Federal
Highway Administration recently released findings from a workshop on
alkali-silica reactivity (ASR) and how to mitigate it. Click here for a report of the proceedings during the
workshop's breakout sessions.
The need for this facilitated
workshop was born out of the recently passed legislation entitled
Safe, Accountable, Flexible, Efficient Transportation Equity Act: A
Legacy for Users (SAFETEA-LU). The objective of this workshop was to
gather expert and stakeholder input regarding a comprehensive
program of further development and deployment activities addressing
techniques available presently and in the very near future to
prevent and mitigate ASR. ASR is a chemical reaction between
portland cement concrete and certain aggregates that can directly
cause severe damage in concrete pavements and structures or can
expedite other reactions that in turn cause damage, such as
freeze-thaw or corrosion-related damage. |
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ACPA
Concrete Pavement Progress is published 12 times per year and
covers current practices and case histories in the concrete pavement
industry. ACPA Concrete Pavement Progress is
distributed free of charge to public officials, ACPA members,
executive committee, board of directors, and affiliated
chapter/state paving associations.
All rights reserved.
Copyright 2006 by the American Concrete Pavement Association. No
portion of this publication may be reproduced mechanically or
electronically without the expressed written permission of the
American Concrete Pavement Association.
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American Concrete Pavement
Association 5420 Old Orchard Road, Suite A100 Skokie, IL
60077 Phone: 847-966-2272. Fax: 847-966-9970
(Washington) 500 New Jersey Ave., NW 7th
Floor Washington, DC 20001 Phone: 202-638-ACPA
(202-638-2272) Fax:202-638-2688
(Mesa, AZ)
807 W. Keating Ave. Mesa, AZ 85210 Phone:
480-775-0908
Visit our website at http://www.pavement.com/ |
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2006
Chairman, ACPA Board of Directors Peter Deem, Holcim (US)
Inc. 2005
Vice-Chairman, ACPA Board of Directors Pat Nolan, Interstate Highway
Const., Inc. (IHC)
ACPA President/CEO - Gerald F. Voigt,
P.E. Editor - Bill
Davenport Managing Editor - Erin
McKnight |
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