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Benefits  > Heat Island Reduction
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Cities and urban areas are 3 to 8 °F (2 to 4°C) warmer than surrounding areas due to the heat island effect as shown in Fig. 1. This temperature difference is attributed to more buildings and pavements that have taken the place of trees and vegetation. Trees provide shade that reduces temperatures at the surface. Trees and vegetation give off water (transpiration) that evaporates and cools their surfaces and the surrounding air. Research has shown that the average temperature of Los Angeles has risen steadily over the past half century, and is now 6 to 7°F (3 to 4°C) warmer than 50 years ago.
 
sketch of urban heat island profile
Urban Heat Island Profile [LBNL website http://eetd.lbl.gov/HeatIsland/]
how
Concrete provides reflective surfaces that minimize the urban heat island effect. Urban heat islands are primarily attributed to horizontal surfaces such as roofs and pavements that absorb solar radiation. In this context, pavements include roads, parking lots, driveways and sidewalks. Where paved surfaces are required, materials with higher solar reflectance (albedo), such as concrete, will reduce the heat island effect, save energy by reducing the demand for air conditioning, and improve air quality.
 
The daily temperature rise on hot days results in an increase in the peak energy consumption in all major cities due to an increase in the air conditioning load. Smog levels have also been correlated to temperature rise. Thus, as the temperature of urban areas increases, so does the probability of smog and pollution. In Los Angeles, the probability of smog increases by 3% with every degree F (5% with every degree C) of temperature rise.
 
What is Albedo?

Albedo, which in this case is synonymous with solar reflectance, is the ratio of the amount of solar radiation reflected from a surface to the total amount reaching that surface. The solar radiation reaching an object on earth includes visible and ultraviolet light and infrared radiation. Ordinary portland cement concrete generally has a solar reflectance of approximately 0.35 to 0.45 although values can vary. The solar reflectance of new concrete is greater when the surface reflectance of the sand and cementitious materials in the concrete are greater. Surface finishing techniques and drying time also affect solar reflectance. Solar reflectance is most commonly measured using a solar reflectometer (ASTM C1549) or a pyranometer (ASTM E1918).
 
A composite index called the solar reflectance index (SRI) is used by the U.S. Green Building Council and others to estimate how hot a surface will get when exposed to full sun. The temperature of a surface depends on the surface’s reflectance and emittance, as well as solar radiation. The Solar Reflectance Index (SRI) is used to determine the effect of the reflectance and emittance on the surface temperature, and varies from 100 for a standard white surface to zero for a standard black surface. The SRI is calculated using ASTM E1980, “Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.” Materials with the highest SRI are the coolest and the most appropriate choice for mitigating the heat island effect.

Emittance, also known as emissivity of a surface, is a measure of how well a surface emits or releases heat. It is a value between 0 and 1. Highly polished aluminum has an emittance less than 0.1. A black non-metallic surface, on the other hand, has an emittance greater then 0.9. However, most opaque non-metallic materials encountered in the built environment (such as concrete, masonry, and wood) have an emittance between 0.85 and 0.95, and a value of 0.90 is usually assumed(6). Further, for these materials, SRI is mostly a function of solar reflectance. In other words, a building material with a high solar reflectance will probably also have a high SRI.

Table 1 shows the reflectance, emittance and SRI of some common building materials.

Table 1. Solar reflectance (albedo), Emittance, and Solar Reflective Index (SRI) of select material surfaces[1],[2],[3],[4]

Material surface

Solar Reflectance*

Emittance

SRI*

Black acrylic paint

0.05

0.9

0

New asphalt

0.05

0.9

0

Aged asphalt

0.1

0.9

6

“White” asphalt shingle

0.21

0.91

21

Aged concrete

0.2 to 0.3

0.9

19 to 32

New concrete (ordinary)

0.35 to 0.45

0.9

38 to 52

New white portland cement concrete

0.7 to 0.8

0.9

86 to 100

White acrylic paint

0.8

0.9

100

*See also the section on LEED below.

HOW does a Project Obtain LEED® Credit for Reducing Temperature in Heat Islands?
 
Trees and light colored surfaces such as concrete help lessen the heat island effect in cities.  PCA No. 67548.
Concrete surfaces can earn a LEED for New Construction and Major Renovation (LEED-NC version 2.2) credit through Sustainable Sites Credit 7.1: “Heat Island Effect, Non-Roof”. The intent of this credit is to reduce the heat island effect. The intent can be met if materials that stay cool in sunlight are used on at least half of the site’s non-roof impervious surfaces, such as roads, sidewalks, courtyards, and parking lots (hardscape). The material’s solar reflectance index (SRI) must be at least 29. Where paved surfaces are required, using materials with higher SRI will reduce the heat island effect, consequently saving energy by reducing demand for air conditioning, and improve air quality. Concrete and concrete pavers are ideally suited to meet this requirement. Ordinary portland cement concrete has an SRI in the range of 38 to 52, although it can vary. However, unless it is actually measured, LEED allows an SRI of 35 for ordinary portland cement concrete (see the LEED-NC Reference Guide). New concrete made with white portland cement has an SRI of 86 according to the Reference Guide.
 
Other options include placing a minimum of 50% of parking spaces undercover (such as underground, under deck, under roof, and under building); using an open-grid pavement system with more than 50% perviousness; or provide shade within 5 years of occupancy.
 
 Sustainable Sites Credit 7.2: "Heat Island Effect: Roof" can also be achieved with concrete, specifically white cement tiles, with an SRI of 90 in the Reference Guide.  The threshold for the roof credit is 75% of the roof with an SRI of 78 or better for low-slope and 29 or better for steep-slope. Other compliance options for the roof credit are 50% green roof or a combination of green roof and high SRI roofing materials.  Concrete, particularly if waterproof, is an excellent substrate for a green roof because of its strength and durability. 


[1] Levinson, Ronnen and Akbari, Hashem, “Effects of Composition and Exposure on the Solar Reflectance of Portland Cement Concrete,” Lawrence Berkeley National Laboratory, Publication No. LBNL-48334, 2001, 39 pages.

[2] Pomerantz, M., Pon, B., and Akbari, H., “The Effect of Pavements’ Temperatures on Air Temperatures in Large Cities,” Lawrence Berkeley National Laboratory, Publication No. LBNL-43442, 2000, 20 pages.

[3] Berdahl, P. and Bretz, S, "Spectral Solar Reflectance of Various Roof Materials", Cool Building and Paving Materials Workshop, Gaithersburg, Maryland, July 1994 14 pages.

[4]Pomerantz, M., Akbari, H., Chang, S.C., Levinson, R., and Pon, B., “Examples of Cooler Reflective Streets for Urban Heat-Island Mitigation: Portland Cement Concrete and Chip Seals,” Lawrence Berkeley National Laboratory, Publication No. LBNL-49283, 2002, 24 pages.

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Resources
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 Pervious Concrete
Concrete Technology, August, 2007
A properly designed pervious concrete pavement system can reduce the environmental impact often associated with development. This overview discusses the hydrologic design of pervious concrete, both passive and active mitigation systems and the important consideration in design for storms. The article includes a link to a publication on pervious paving design as well.
Located at BookstoreAccelerated Pavement Testing to Evaluate UTW Load-Carrying Capacity (2003)
American Concrete Pavement Association, Product Code SR002P, 8 pages
Available for $9, Search by product code at bookstore. This special report describes the accelerated pavement testing of ultra-thin whitetopping (UTW) undertaken by the Federal Highway Administration at their accelerated loading facility (ALF) in McLean, Virginia. The UTW pavement sections were placed in 1998 atop existing asphalt sections that had been previously loaded by the ALF. The eight pavement sections were loaded by the facility, and five of the eight lanes showed little or no distress as a result. Conclusions indicate that the load carrying capacity of UTW is sufficient for its intended uses, including streets, local roadways, general aviation pavements, bus lanes, turning lanes, and ramps.
Located at BookstoreAirfield Pavement Design with Concrete Pavers (Canadian Edition) (1994)
Interlocking Concrete Pavement Institute, #76505, 80 pages
Regular $30.00 (Member $15.00) Transport Canada approved design method for aircraft parking area, taxiways and turning area. Follows Canadian design procedure based on critical aircraft loads and the McLeod method.
Located at BookstoreAirfield Pavement Design with Concrete Pavers (US Edition) (1995)
Interlocking Concrete Pavement Institute, #76504, 100 pages
Federal Aviation Administration (FAA) approved design method for aircraft parking, taxiways and turning areas. Follows FAA design procedure based on critical aircraft loads. This publication is available for a fee from the Interlocking Concrete Pavement Institute.
Located at BookstoreBackyards & Boulevards (2004)
Interlocking Concrete Pavement Institute, #75300, 192 pages
Available for $25 members, $30 non-member. The endless possibilities for residential, commercial and municipal applications fill this book with over 300 pictures. They demonstrate how paver patterns, colors and textures enliven backyard patios, plazas, shopping centers, recreation facilites and residential and commercial districts. This book is a source for design inspiration for manufacturers, contractors and design professionals. This publication is availbale form the Interlocking Concrete Pavement Institue.
Located at BookstoreBob Harris' Guide to Stamped Concrete (2004)
Bob Harris, Decorative Concrete Institute, Item Code LT284, 144 pages
Available for $45. The guide covers topics of vital importance for anyone planning to stamp concrete, including: - Nine sources for stamping design ideas - Maximizing your profits by knowing what to charge - Concrete mix considerations for stamping concrete - Site conditions affecting stamped concrete work and how to prepare or avoid them - How to prepare concrete for stamping, including tips for striking off and finishing - Three important steps to applying color hardener - Tools that are essential for successful stamping - How and when to start stamping - Important issues to avoid when stamping - Fixing minor flaws in stamped concrete work - Effective techniques for the application of sealers - 10 ways to promote and sell your stamped concrete work - How to distinguish your stamped concrete work from competitors
Located at BookstoreComplete Business Manual for Concrete Paver Contractors (1998)
Charles Vander Kooi, Interlocking Concrete Pavement Institute, #75100, 240 pages
Available for $60 member, $100 non-member. A comprehensive guide on estimating, bidding, people and company management and planning. This book has the keys to business success for all sizes of concrete paver contracting companies. This publication is available for a fee from Interlocking Concrete Pavement Institue's bookstore.
Located at BookstoreFinishing Concrete with Color and Texture (2004)
Steven H. Kosmatka and Terry C. Collins, Portland Cement Association, Item Code PA124, 72 pages
Available for $30. This publication is a basic guide for planning and constructing decorative concrete surfaces on concrete slabs. While intended primarily for concrete contractors, it also will be useful to concrete finishers, concrete finishers apprentices, homebuilders, general contractors, architects, engineers, landscape architects, homeowners, vocational education students, specification writers, inspectors, and many others.
Located at BookstoreInfluence of Pavement Reflectance on Lighting for Parking Lots (2005)
Adrian, W. and Jobanputra, R. Item Code: SN2458
Available for $15. This investigation has compared the lighting performance of concrete and asphalt surfaces of parking lots. The resulting amount of energy saved for a typical parking lot lighting system was attained for equivalent average surface luminances. Equivalent average surfaces were compared in two ways: by modifying lamp power and by reducing the number of lighting poles.
Located at BookstorePatios, Driveways, and Plazas (2002)
Interlocking Concrete Pavement Institute, #75200, 192 pages
Available for $25 member, $30 non-member. Concrete pavers are one of the hottest pavements around homes, commercial buildings and urban spaces. Designers know that the selection of pavement patterns and colors have a big influence on the character of these places. In this book, you'll learn the design vocabulary of basic paving patterns and progress to more intricate variations. Each of the 300+ color photos demonstrates how specific patterns, colors and textures enhance every outdoor environment--from the smallest backyard patio to the grandest urban plaza. Some of the best projects from across North America illustrate this book. Written for landscape architects, architects, contractors, and homeowners alike, this is the design handbook for concrete pavers.
Located at BookstorePermeable Interlocking Concrete Pavements (2002)
Interlocking Concrete Pavement Institute, #76602, 54 pages