Porous Pavements

by ;
Edition: 1st
Format: Hardcover
Pub. Date: 2005-02-18
Publisher(s): CRC Press
  • Free Shipping Icon

    This Item Qualifies for Free Shipping!*

    *Excludes marketplace orders.

List Price: $278.25

Buy New

Arriving Soon. Will ship when available.
$265.00

Rent Textbook

Select for Price
There was a problem. Please try again later.

Rent Digital

Rent Digital Options
Online:180 Days access
Downloadable:180 Days
$214.50
Online:365 Days access
Downloadable:365 Days
$253.50
Online:1825 Days access
Downloadable:Lifetime Access
$390.00
$214.50

Used Textbook

We're Sorry
Sold Out

How Marketplace Works:

  • This item is offered by an independent seller and not shipped from our warehouse
  • Item details like edition and cover design may differ from our description; see seller's comments before ordering.
  • Sellers much confirm and ship within two business days; otherwise, the order will be cancelled and refunded.
  • Marketplace purchases cannot be returned to eCampus.com. Contact the seller directly for inquiries; if no response within two days, contact customer service.
  • Additional shipping costs apply to Marketplace purchases. Review shipping costs at checkout.

Summary

Pavements are the most ubiquitous of all man-made structures, and they have an enormous impact on environmental quality. They are responsible for hydrocarbon pollutants, excess runoff, groundwater decline and the resulting local water shortages, temperature increases in the urban "heat island," and for the ability of trees to extend their roots in order to live. Porous pavements, despite their ability to mitigate these factors, remain the object of much skepticism and controversy.Written by a renowned expert with 25 years of experience in urban watershed management, Porous Pavements is the first comprehensive "encyclopedia" of porous pavement materials. The book begins with five chapters that lay a foundation for all porous pavement materials and applications, introducing the types of materials and arrangements, their roles in the urban environment, and the principles of pavement structure, hydrology, and rooting space. The following nine chapters outline the costs, maintenance requirements, advantages and disadvantages for different applications, installation methods, sources of standard specifications, and performance levels for each family of porous pavement materials.Relying on case studies and factual data from observed experience, and containing abundant references for further information, Porous Pavements gives responsible practitioners a complete toolbox from which to select the appropriate material for site-specific conditions, providing a "green" alternative to impervious pavements.

Table of Contents

Chapter 1 Why Make Pavements Porous? 1(34)
The Magnitude of Pavements in America
1(5)
Pavements in Alternative Patterns of New Development
5(1)
Where not to Make Pavements Porous
6(1)
The Promise of Clean Water
7(3)
The Promise of Long-Lived Trees
10(5)
The Promise of Cool Cities
15(3)
The Promise of Quiet Streets
18(2)
The Promise of Safe Driving
20(2)
The Promise of Reducing Cost
22(1)
The Promise of Meeting Development Regulations
23(1)
The Promise of Preserving Native Ecosystems
24(2)
The Promise of Beauty
26(3)
Acknowledgments
29(1)
References
29(6)
Chapter 2 Dimensions of Porous Pavement Installations 35(34)
Porous Pavement Components
36(6)
Surface and Base Courses
36(1)
Overlay
37(1)
Reservoir
38(2)
Lateral Outlet
40(2)
Filter Layers
42(1)
Liners
42(1)
Porous Paving Materials
42(9)
Porous Aggregate
42(1)
Porous Turf
43(2)
Plastic Geocells
45(1)
Open-Jointed Paving Blocks
45(2)
Open-Celled Paving Grids
47(1)
Porous Concrete
47(1)
Porous Asphalt
48(1)
Soft Paving Materials
49(2)
Decks
51(1)
Examples of Selective Application
51(7)
Office Parking, Medford Village, New Jersey
52(1)
Cardinal Ridge, Medford, New Jersey
52(3)
Pier A Park, Hoboken, New Jersey
55(2)
Mitchell Center Arena, Mobile, Alabama
57(1)
Provisions for All Porous Pavement Applications
58(8)
Selective Application
58(1)
Drainage at Pavement Edges
59(2)
Protection of Pavement during Further Construction
61(2)
Appropriate Specification
63(2)
Contractor Qualifications and Communications
65(1)
Appropriate Maintenance and Signage
65(1)
Trademarks
66(1)
Acknowledgments
67(1)
References
67(2)
Chapter 3 Porous Pavement Structure 69(50)
The Load of Traffic on Pavement
70(1)
The Bearing of Load by Subgrade
71(10)
General Characteristics of Subgrade Soils
73(3)
Soil Characteristics That Influence Bearing Value
76(1)
California Bearing Ratio
77(1)
Unified Soil Classification
77(2)
Sources of Information about Subgrade Soils
79(2)
The Structural Roles of Pavement Materials
81(8)
Required Pavement Thickness
84(2)
Filter Layers and Geotextiles
86(3)
Compaction and Its Alternatives
89(4)
The Proctor Reference for Compaction
89(3)
Construction with Little or No Compaction
92(1)
Pavement Adaptation to Freezing
93(10)
Frost Depth
93(3)
Protection of Subgrade
96(2)
Protection of Pavement Reservoir
98(1)
Experiences in Cold Climates
99(4)
Pavement Adaptation to Special Subgrades
103(3)
Adaptation to Wet Subgrade
103(1)
Adaptation to Swelling Subgrade
103(2)
Adaptation to Plastic Subgrade
105(1)
Pavement Adaptation at Edges
106(5)
Support of Pavement Edges
106(1)
Restraint of Flexible Pavement Edges
107(2)
Protection of Pavement Edges
109(2)
Trademarks
111(2)
Acknowledgments
113(2)
References
115(4)
Chapter 4 Porous Pavement Hydrology 119(52)
Surface Infiltration and Runoff
122(7)
Surface Infiltration Rate
122(3)
Runoff Coefficient
125(2)
Runoff Velocity and Travel Time
127(1)
Runoff Observations at Symphony Square, Austin, Texas
128(1)
Disposition of Water below Pavement Surface
129(2)
Storage in Pavement Reservoir
131(5)
Storage Capacity
131(1)
Reservoir Configuration for Effective Storage
132(3)
Allowable Ponding Time
135(1)
Reservoir Discharge through Perforated Pipe
136(6)
Reservoir-Limited Discharge
137(3)
Observations in Nottingham and Wheatley, England
140(2)
Infiltration into Subgrade
142(10)
Soil Infiltration Rate
143(2)
Infiltration Ponding Time and Reservoir Thickness
145(1)
Lateral Discharge Following Partial Infiltration
146(2)
Subsurface Disposition of Infiltrated Water
148(2)
Watershed Discharge of Infiltrated Water
150(2)
Where Not to Infiltrate Stormwater
152(1)
Water-Quality Treatment
152(9)
Constituents in Pavement Stormwater
154(1)
Capture of Solids and Attached Metals
155(4)
Observations in Rezé, France
156(1)
Observations in Nottingham, England
157(1)
Observation in Weinsberg, Germany
158(1)
Observations in the Netherlands
158(1)
Biodegradation of Oil
159(1)
Supplemental Treatment by Subgrade Infiltration
160(1)
The Importance of Small Storms
161(3)
Frequency of Small Storms
161(1)
Cumulative Rainwater Infiltration
161(3)
Trademarks
164(1)
Acknowledgments
165(1)
References
165(6)
Chapter 5 Porous Pavement Tree Rooting Media 171(28)
Viable Rooting Media
174(1)
Rooting Volume
175(2)
The Role of a Pavement's Surface Course
177(3)
Basic Course Rooting Media
180(12)
Stone-Soil Mixture (Cornell Structural Soil)
180(4)
ESCS Mixtures (Arnold Air-Entrained Soil)
184(3)
Sand Mixture (Amsterdam Tree Soil)
187(2)
Provisions for All Base-Course Rooting Mixtures
189(3)
Rooting Space in Subgrade
192(1)
Special Treatment at the Tree Base
192(2)
Trademarks
194(1)
Acknowledgments
195(1)
References
195(4)
Chapter 6 Porous Aggregate 199(42)
General Characteristics of Aggregate Materials
200(7)
Particle Shape
201(1)
Particle Size
202(1)
Gradation
202(4)
Porosity and Permeability
206(1)
Bearing Strength
206(1)
Mineral Aggregate Materials
207(4)
Standard Gradations of Mineral Aggregate
207(2)
Durability of Mineral Aggregate
209(1)
Specifications for Mineral Aggregate
210(1)
ESCS Aggregate Materials
211(3)
Standard Gradations of ESCS Aggregates
213(1)
Durability of ESCS Aggregates
213(1)
Recycled Aggregate Materials
214(1)
Porous Aggregate Surfaces
215(5)
Appropriate Settings
215(1)
Appropriate Surface Materials
216(1)
Placement of Aggregate Material
217(1)
Stabilization of Aggregate Surfaces
217(2)
Maintenance of Aggregate Surfaces
219(1)
Porous Aggregate Surfaces in Pedestrian Plazas
220(2)
Wells-Lenny Office, Cherry Hill, New Jersey
220(1)
Herty Mall, Athens, Georgia
220(2)
Steelhead Park, Los Angeles, California
222(1)
Porous Aggregate Surfaces in Residential Driveways
222(3)
Medford, New Jersey
223(1)
Garden City, New York
224(1)
Porous Aggregate Surfaces in Parking Lots
225(4)
Quiet Waters Park, Annapolis, Maryland
225(2)
Lincoln Street Studio, Columbus, Ohio
227(1)
Riverbend East, Athens, Georgia
228(1)
Porous Aggregate Surfaces in Work and Equipment Platforms
229(1)
Electric Substation
229(1)
Plant Nurseries
229(1)
Porous Aggregate Surfaces in Playgrounds
229(4)
Vandergrift Park, Arlington, Texas
231(1)
Barnes Hospital, St. Louis, Missouri
232(1)
Porous Aggregate Base Courses and Reservoirs
233(2)
Porous Aggregate Filter Layers and Use of Geotextiles
235(3)
Aggregate Layer
236(1)
Separation Geotextile
237(1)
Trademarks
238(1)
Acknowledgments
239(1)
References
239(2)
Chapter 7 Porous Turf 241(44)
Ronald B. Sawhill
Relationship between Turf and Traffic
243(2)
Turfgrass Species and Varieties
245(5)
Warm-Season Grasses
246(2)
Bahia Grass
246(1)
Bermuda Grass
246(1)
Buffalo Grass
247(1)
Centipede Grass
247(1)
St. Augustine Grass
247(1)
Seashore Paspalum
247(1)
Zoysia Grasses
248(1)
Cool-Season Grasses
248(2)
Bentgrasses
249(1)
Bluegrasses
249(1)
Tall Fescue
249(1)
Perennial Ryegrass
250(1)
Turf Construction
250(7)
The USGA Profile
250(1)
The California Profile
251(1)
Sand-Based Root Zone Mixtures
252(2)
Turfgrass Installation
254(1)
Base Course for Drainage, Stability, and Rooting
255(2)
Turf Maintenance
257(5)
Irrigation
257(1)
Mowing
258(1)
Fertilization
259(1)
Aeration
259(1)
Topdressing
260(1)
Overseeding
260(1)
Insect Control
261(1)
Disease Control
261(1)
Weed Control
261(1)
Traffic Control
261(1)
Snow Removal
262(1)
Combined Effect of Maintenance Operations
262(1)
Turf Infiltration Rate
262(2)
Infiltration Rate in Sand-Based Root Zones
263(1)
Infiltration Rate in Fine-Textured Root Zones
264(1)
Unreinforced Turf for Pedestrian Traffic
264(4)
Missouri Botanical Garden
265(1)
Scott Amphitheater, Swarthmore College, Pennsylvania
265(1)
Amphitheaters in Other Climates
266(2)
Unreinforced Turf for Vehicular Traffic
268(4)
Big Top Flea Market, Florida
268(1)
Mall of Georgia
269(2)
Muirfield Village, Ohio
271(1)
Turf Reinforcement
272(5)
Overlaid Meshes
272(2)
Embedded Mats
274(1)
Integral Fibers
275(2)
Reinforced Turf for Vehicular Traffic
277(3)
Lino Lakes State Bank, Minnesota
277(1)
Troy Burne Golf Club, Wisconsin
278(1)
Urban Ventures Soccer Field, Minnesota
278(2)
Trademarks
280(1)
Acknowledgments
280(1)
References
281(4)
Chapter 8 Plastic Geocells 285(38)
Geocell Installation
286(1)
Maintenance Cost
287(2)
Geoblock
289(6)
Ritz-Carlton Huntington Hotel, Pasadena, California
290(1)
Public Health Laboratory, Anchorage, Alaska
291(1)
Remote Trails, Alaska and Wisconsin
291(4)
Grasspave²
295(8)
Orange Bowl, Miami, Florida
297(1)
Westfarms Mall, Farmington, Connecticut
298(3)
Trace Pointe, Clinton, Mississippi
301(1)
Blue Cross Blue Shield, Southfield, Michigan
302(1)
Grassroad and Tufftrack
303(3)
Hyatt Regency Hotel, Long Beach, California
304(1)
California JPIA, La Palma, California
305(1)
Grassy Pavers
306(3)
Medgar Evers Building, Jackson, Mississippi
307(1)
Residence, Santa Monica, California
308(1)
Gravelpave²
309(5)
Burger King Restaurant, Henderson, North Carolina
309(1)
Grand Canyon Trust, Flagstaff, Arizona
310(2)
Frostburg State University, Frostburg, Maryland
312(2)
Netpave
314(3)
Nigel's Pitch, Middletown, Rhode Island
314(3)
Other Models of Plastic Geocells
317(1)
Flexible Plastic Webs
318(1)
Stone Mountain State Park, Georgia
318(1)
Trademarks
319(1)
Acknowledgments
319(2)
References
321(2)
Chapter 9 Open-Jointed Paving Blocks 323(58)
The Concrete Paving Block Industry
324(2)
Configuration and Use of Block Surfaces
326(3)
Blocks for Open-Jointed Surfaces
326(3)
Relief and Use of Open-Jointed Surfaces
329(1)
Construction of Open-Jointed Block Pavements
329(3)
Base and Bedding Materials
330(1)
Edge Restraint
331(1)
Joint-Fill Materials and Their Implications
332(5)
Infiltration Rate
332(1)
Contrast in Potential Aggregate Gradations
332(2)
Aggregate Clogging and Restoration
334(2)
Vegetated Joints
336(1)
Factors in Stability and Infiltration
337(2)
Factors in Block Layer's Contribution to Stability
337(1)
The Interaction between Block-Layer Stability and Infiltration
338(1)
Total Pavement Thickness
339(1)
Drainstone Concrete Block
339(3)
English Park, Atlanta, Georgia
340(2)
Ecoloc Concrete Block
342(5)
Annsville Creek Paddlesports Center, Cortland, New York
345(2)
Eco-Logic Concrete Block
347(2)
Pier A Park, Hoboken, New Jersey
348(1)
Eco-Stone Concrete Block
349(9)
Mickel Field, Wilton Manors, Florida
350(3)
Giovanni Drive, Waterford, Connecticut
353(2)
Castaic Lake Water Conservatory, Santa Clarita, California
355(1)
Harbourfront Fire Station, Toronto, Ontario
356(2)
SF-Rima Concrete Block
358(5)
Alden Lane Nursery, Livermore, California
360(2)
Forest Hill Apartments, Wilmington, North Carolina
362(1)
Paving Blocks of Other Materials
363(9)
Other Models of Concrete Block
363(1)
Manufactured Concrete Slabs
363(1)
Concrete Rubble Slabs
364(2)
Blocks of Porous Material
366(1)
Wooden Blocks
366(1)
Metal Plates
367(1)
Natural Stone
368(2)
Bricks
370(2)
Open Patterns with Rectangular Paving Blocks
372(1)
Trademarks
373(1)
Acknowledgments
373(3)
References
376(5)
Chapter 10 Open-Celled Paving Grids 381(36)
The Concrete Grid Manufacturing Industry
382(2)
Construction of Open-Celled Grid Pavements
384(2)
Grass Performance in Grid Cells
386(2)
Ambergrid Concrete Grid
388(1)
Villa Duchesne School, Saint Louis, Missouri
388(1)
Checkerblock Concrete Grid
389(4)
Sands Point Museum, Sands Point, New York
391(2)
Grasscrete Concrete Grid Slab
393(5)
Anderson School of Management, Los Angeles, California
394(1)
Furman Office, Charlotte, North Carolina
395(2)
Missouri Botanical Garden, Saint Louis, Missouri
397(1)
Monoslab Concrete Grid
398(4)
Christian Meeting Room, Gahanna, Ohio
399(2)
Baltimore Zoo, Baltimore, Maryland
401(1)
Turfstone Concrete Grid
402(8)
San Luis Bay Inn, Avila Beach, California
404(1)
Tumwater Historical Park, Olympia, Washington
405(2)
Municipal Parking Lot, Dayton, Ohio
407(1)
Blue Heron, Annapolis, Maryland
408(2)
Other Models of Concrete Grids
410(1)
Open-Celled Paving Bricks
410(1)
Trademarks
411(2)
Acknowledgments
413(1)
References
414(3)
Chapter 11 Porous Concrete 417(40)
The Porous Concrete Paving Industry
418(3)
Advantages and Disadvantages of Porous Concrete
421(1)
Cost of Porous Concrete
421(1)
Hydrology of Porous Concrete
422(4)
Runoff
424(1)
Water Quality
425(1)
Surface Clogging and Rehabilitation
426(1)
Constituents of Porous Concrete
426(4)
Aggregate
427(1)
Portland Cement and Its Supplements
428(1)
Reinforcement
429(1)
Admixtures
429(1)
Construction of Porous Concrete Pavements
430(2)
Slab and Subbase
430(1)
Subgrade Compaction and Its Alternatives
431(1)
Joints in Porous Concrete
432(3)
Control Joints
432(2)
Expansion Joints
434(1)
Care Required in Porous Concrete Installation
435(4)
Installer's Qualifications
435(1)
Proportioning of Mixture
436(1)
Placement and Curing
437(1)
Testing for Quality Control
438(1)
Porous Concrete in Successful and Unsuccessful Installations
439(2)
834 East Ocean Boulevard, Stuart, Florida
439(1)
827 S.E. Fifth Street, Stuart, Florida
440(1)
Further Installations on Sandy Subgrades
441(3)
Hobe Sound Sprinklers, Hobe Sound, Florida
441(1)
Council on Aging of Martin County, Stuart, Florida
442(1)
Jones Ecological Research Center, Newton, Georgia
443(1)
Porous Concrete on Fine-Textured Subgrades
444(4)
Southface Institute, Atlanta, Georgia
444(3)
Webb Bridge Park, Alpharetta, Georgia
447(1)
Porous Concrete on the West Coast
448(2)
Toward Porous Concrete in Cold Climates
450(2)
Trademarks
452(1)
Acknowledgments
452(1)
References
453(4)
Chapter 12 Porous Asphalt 457(56)
Components of Asphalt Mixtures
460(3)
Asphalt Cement
460(1)
Aggregate
461(1)
Proportioning of Mixture
462(1)
Early Porous Asphalt Mixtures
463(5)
Development by the Franklin Institute, 1970-1972
463(1)
The Problem of Asphalt Drain-Down
464(2)
The University of Delaware Prototype, 1973
466(2)
Contemporary Changes in Porous Asphalt Mixtures
468(3)
Construction of Porous Asphalt Pavement
471(4)
Required Thickness
473(2)
Porous Asphalt Construction Cost
475(4)
Cost without Stormwater Management
475(1)
Cost with Stormwater Management
476(1)
Cost Tradeoffs in Practice
477(2)
Porous Asphalt Hydrology
479(4)
Decline of Infiltration Rate under Traffic Load
480(1)
Decline of Infiltration Rate under Winter Sanding
481(1)
Water-Quality Effects
482(1)
Porous Asphalt Maintenance and Rehabilitation
483(1)
Porous Asphalt Pavements in Practice
484(12)
Quiet Waters Park, Annapolis, Maryland
484(2)
Siemens Office, Great Valley, Pennsylvania
486(2)
Walden Pond State Reservation, Concord, Massachusetts
488(5)
Morris Arboretum, Philadelphia, Pennsylvania
493(1)
Residential Street, Lulea, Sweden
494(1)
Rt. 87, Chandler, Arizona
495(1)
Porous Asphalt In Overlays
496(11)
The Development of Overlay Technology
496(2)
Effects of Porous Asphalt Overlays on Safety
498(1)
Effects of Porous Overlays on Noise
499(1)
Effects of Porous Overlays on Hydrology
500(2)
Cost of Porous Asphalt Overlays
502(12)
Recent Experience in Oregon
502(2)
Recent Experience in Georgia
504(3)
Acknowledgments
507(1)
References
507(6)
Chapter 13 Soft Porous Surfacing 513(26)
Kim Sorvig
The Theory and Practice of Softness
514(2)
Where to Use SPS
516(1)
Safety and Accessibility of Loose-Fill Surfaces
517(1)
SPS Installation
518(1)
Considerations for Use of Organic Materials
519(1)
Wood and Bark Materials
520(5)
Examples of Wood and Bark Mulch Installations
523(2)
Engineered Wood Fiber
525(3)
Organic Crop By-Products
528(1)
Mollusk Shells
529(1)
Granular Recycled Rubber
529(6)
Trademarks
535(1)
Acknowledgments
535(1)
References
535(4)
Chapter 14 Decks 539(28)
Gregg A. Coyle
Deck Components and Effects
542(2)
Decking and Its Effects
542(2)
Natural Wood in Deck Construction
544(2)
Preservative Treatment of Decay-Susceptible Species
545(1)
Plastic and Composite Lumber in Deck Construction
546(1)
On-Grade Decks
547(3)
Carpinteria Marsh, Carpinteria, California
548(1)
1010 On the Green, Anchorage, Alaska
549(1)
Elevated Decks
550(7)
Foundations for Elevated Decks
551(1)
Curbs and Railings
551(3)
Prefabricated Bridges
554(1)
Elm Brook Crossing, Minuteman National Park, Massachusetts
554(2)
Arcadia Sanctuary, Easthampton, Massachusetts
556(1)
Decks in Practice
557(5)
Minnesota Landscape Arboretum, Chanhassen, Minnesota
557(1)
Columbus Zoo, Columbus, Ohio
557(1)
Riverwalk, Jacksonville, Florida
558(1)
The Landings, Skidaway Island, Georgia
559(1)
Puncheon Boardwalks in Alaska
560(1)
New River Gorge, West Virginia
561(1)
Mar-Vista Restaurant, Longboat Key, Florida
561(1)
Japanese Garden, Missouri Botanical Garden, Saint Louis
561(1)
Trademarks
562(3)
Acknowledgments
565(1)
References
565(2)
Index 567

An electronic version of this book is available through VitalSource.

This book is viewable on PC, Mac, iPhone, iPad, iPod Touch, and most smartphones.

By purchasing, you will be able to view this book online, as well as download it, for the chosen number of days.

Digital License

You are licensing a digital product for a set duration. Durations are set forth in the product description, with "Lifetime" typically meaning five (5) years of online access and permanent download to a supported device. All licenses are non-transferable.

More details can be found here.

A downloadable version of this book is available through the eCampus Reader or compatible Adobe readers.

Applications are available on iOS, Android, PC, Mac, and Windows Mobile platforms.

Please view the compatibility matrix prior to purchase.