Chapter 1 Why Make Pavements Porous? |
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1 | (34) |
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The Magnitude of Pavements in America |
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1 | (5) |
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Pavements in Alternative Patterns of New Development |
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5 | (1) |
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Where not to Make Pavements Porous |
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6 | (1) |
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The Promise of Clean Water |
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7 | (3) |
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The Promise of Long-Lived Trees |
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10 | (5) |
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The Promise of Cool Cities |
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15 | (3) |
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The Promise of Quiet Streets |
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18 | (2) |
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The Promise of Safe Driving |
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20 | (2) |
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The Promise of Reducing Cost |
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22 | (1) |
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The Promise of Meeting Development Regulations |
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23 | (1) |
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The Promise of Preserving Native Ecosystems |
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24 | (2) |
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26 | (3) |
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29 | (1) |
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29 | (6) |
Chapter 2 Dimensions of Porous Pavement Installations |
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35 | (34) |
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Porous Pavement Components |
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36 | (6) |
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36 | (1) |
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37 | (1) |
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38 | (2) |
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40 | (2) |
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42 | (1) |
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42 | (1) |
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42 | (9) |
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42 | (1) |
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43 | (2) |
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45 | (1) |
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Open-Jointed Paving Blocks |
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45 | (2) |
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47 | (1) |
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47 | (1) |
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48 | (1) |
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49 | (2) |
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51 | (1) |
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Examples of Selective Application |
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51 | (7) |
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Office Parking, Medford Village, New Jersey |
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52 | (1) |
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Cardinal Ridge, Medford, New Jersey |
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52 | (3) |
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Pier A Park, Hoboken, New Jersey |
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55 | (2) |
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Mitchell Center Arena, Mobile, Alabama |
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57 | (1) |
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Provisions for All Porous Pavement Applications |
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58 | (8) |
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58 | (1) |
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Drainage at Pavement Edges |
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59 | (2) |
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Protection of Pavement during Further Construction |
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61 | (2) |
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Appropriate Specification |
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63 | (2) |
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Contractor Qualifications and Communications |
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65 | (1) |
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Appropriate Maintenance and Signage |
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65 | (1) |
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66 | (1) |
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67 | (1) |
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67 | (2) |
Chapter 3 Porous Pavement Structure |
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69 | (50) |
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The Load of Traffic on Pavement |
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70 | (1) |
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The Bearing of Load by Subgrade |
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71 | (10) |
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General Characteristics of Subgrade Soils |
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73 | (3) |
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Soil Characteristics That Influence Bearing Value |
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76 | (1) |
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77 | (1) |
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Unified Soil Classification |
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77 | (2) |
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Sources of Information about Subgrade Soils |
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79 | (2) |
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The Structural Roles of Pavement Materials |
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81 | (8) |
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Required Pavement Thickness |
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84 | (2) |
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Filter Layers and Geotextiles |
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86 | (3) |
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Compaction and Its Alternatives |
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89 | (4) |
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The Proctor Reference for Compaction |
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89 | (3) |
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Construction with Little or No Compaction |
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92 | (1) |
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Pavement Adaptation to Freezing |
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93 | (10) |
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93 | (3) |
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96 | (2) |
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Protection of Pavement Reservoir |
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98 | (1) |
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Experiences in Cold Climates |
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99 | (4) |
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Pavement Adaptation to Special Subgrades |
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103 | (3) |
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Adaptation to Wet Subgrade |
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103 | (1) |
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Adaptation to Swelling Subgrade |
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103 | (2) |
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Adaptation to Plastic Subgrade |
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105 | (1) |
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Pavement Adaptation at Edges |
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106 | (5) |
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Support of Pavement Edges |
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106 | (1) |
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Restraint of Flexible Pavement Edges |
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107 | (2) |
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Protection of Pavement Edges |
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109 | (2) |
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111 | (2) |
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113 | (2) |
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115 | (4) |
Chapter 4 Porous Pavement Hydrology |
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119 | (52) |
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Surface Infiltration and Runoff |
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122 | (7) |
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Surface Infiltration Rate |
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122 | (3) |
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125 | (2) |
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Runoff Velocity and Travel Time |
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127 | (1) |
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Runoff Observations at Symphony Square, Austin, Texas |
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128 | (1) |
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Disposition of Water below Pavement Surface |
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129 | (2) |
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Storage in Pavement Reservoir |
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131 | (5) |
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131 | (1) |
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Reservoir Configuration for Effective Storage |
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132 | (3) |
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135 | (1) |
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Reservoir Discharge through Perforated Pipe |
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136 | (6) |
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Reservoir-Limited Discharge |
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137 | (3) |
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Observations in Nottingham and Wheatley, England |
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140 | (2) |
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Infiltration into Subgrade |
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142 | (10) |
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143 | (2) |
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Infiltration Ponding Time and Reservoir Thickness |
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145 | (1) |
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Lateral Discharge Following Partial Infiltration |
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146 | (2) |
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Subsurface Disposition of Infiltrated Water |
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148 | (2) |
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Watershed Discharge of Infiltrated Water |
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150 | (2) |
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Where Not to Infiltrate Stormwater |
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152 | (1) |
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152 | (9) |
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Constituents in Pavement Stormwater |
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154 | (1) |
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Capture of Solids and Attached Metals |
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155 | (4) |
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Observations in Rezé, France |
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156 | (1) |
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Observations in Nottingham, England |
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157 | (1) |
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Observation in Weinsberg, Germany |
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158 | (1) |
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Observations in the Netherlands |
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158 | (1) |
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159 | (1) |
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Supplemental Treatment by Subgrade Infiltration |
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160 | (1) |
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The Importance of Small Storms |
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161 | (3) |
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Frequency of Small Storms |
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161 | (1) |
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Cumulative Rainwater Infiltration |
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161 | (3) |
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164 | (1) |
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165 | (1) |
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165 | (6) |
Chapter 5 Porous Pavement Tree Rooting Media |
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171 | (28) |
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174 | (1) |
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175 | (2) |
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The Role of a Pavement's Surface Course |
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177 | (3) |
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Basic Course Rooting Media |
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180 | (12) |
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Stone-Soil Mixture (Cornell Structural Soil) |
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180 | (4) |
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ESCS Mixtures (Arnold Air-Entrained Soil) |
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184 | (3) |
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Sand Mixture (Amsterdam Tree Soil) |
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187 | (2) |
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Provisions for All Base-Course Rooting Mixtures |
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189 | (3) |
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Rooting Space in Subgrade |
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192 | (1) |
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Special Treatment at the Tree Base |
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192 | (2) |
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194 | (1) |
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195 | (1) |
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195 | (4) |
Chapter 6 Porous Aggregate |
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199 | (42) |
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General Characteristics of Aggregate Materials |
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200 | (7) |
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201 | (1) |
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202 | (1) |
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202 | (4) |
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Porosity and Permeability |
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206 | (1) |
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206 | (1) |
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Mineral Aggregate Materials |
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207 | (4) |
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Standard Gradations of Mineral Aggregate |
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207 | (2) |
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Durability of Mineral Aggregate |
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209 | (1) |
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Specifications for Mineral Aggregate |
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210 | (1) |
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211 | (3) |
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Standard Gradations of ESCS Aggregates |
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213 | (1) |
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Durability of ESCS Aggregates |
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213 | (1) |
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Recycled Aggregate Materials |
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214 | (1) |
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Porous Aggregate Surfaces |
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215 | (5) |
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215 | (1) |
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Appropriate Surface Materials |
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216 | (1) |
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Placement of Aggregate Material |
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217 | (1) |
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Stabilization of Aggregate Surfaces |
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217 | (2) |
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Maintenance of Aggregate Surfaces |
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219 | (1) |
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Porous Aggregate Surfaces in Pedestrian Plazas |
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220 | (2) |
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Wells-Lenny Office, Cherry Hill, New Jersey |
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220 | (1) |
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Herty Mall, Athens, Georgia |
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220 | (2) |
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Steelhead Park, Los Angeles, California |
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222 | (1) |
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Porous Aggregate Surfaces in Residential Driveways |
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222 | (3) |
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223 | (1) |
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224 | (1) |
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Porous Aggregate Surfaces in Parking Lots |
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225 | (4) |
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Quiet Waters Park, Annapolis, Maryland |
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225 | (2) |
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Lincoln Street Studio, Columbus, Ohio |
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227 | (1) |
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Riverbend East, Athens, Georgia |
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228 | (1) |
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Porous Aggregate Surfaces in Work and Equipment Platforms |
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229 | (1) |
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229 | (1) |
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229 | (1) |
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Porous Aggregate Surfaces in Playgrounds |
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229 | (4) |
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Vandergrift Park, Arlington, Texas |
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231 | (1) |
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Barnes Hospital, St. Louis, Missouri |
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232 | (1) |
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Porous Aggregate Base Courses and Reservoirs |
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233 | (2) |
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Porous Aggregate Filter Layers and Use of Geotextiles |
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235 | (3) |
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236 | (1) |
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237 | (1) |
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238 | (1) |
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239 | (1) |
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239 | (2) |
Chapter 7 Porous Turf |
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241 | (44) |
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Relationship between Turf and Traffic |
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243 | (2) |
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Turfgrass Species and Varieties |
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245 | (5) |
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246 | (2) |
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246 | (1) |
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246 | (1) |
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247 | (1) |
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247 | (1) |
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247 | (1) |
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247 | (1) |
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248 | (1) |
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248 | (2) |
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249 | (1) |
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249 | (1) |
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249 | (1) |
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250 | (1) |
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250 | (7) |
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250 | (1) |
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251 | (1) |
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Sand-Based Root Zone Mixtures |
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252 | (2) |
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254 | (1) |
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Base Course for Drainage, Stability, and Rooting |
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255 | (2) |
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257 | (5) |
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257 | (1) |
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258 | (1) |
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259 | (1) |
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259 | (1) |
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260 | (1) |
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260 | (1) |
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261 | (1) |
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261 | (1) |
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261 | (1) |
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261 | (1) |
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262 | (1) |
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Combined Effect of Maintenance Operations |
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262 | (1) |
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262 | (2) |
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Infiltration Rate in Sand-Based Root Zones |
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263 | (1) |
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Infiltration Rate in Fine-Textured Root Zones |
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264 | (1) |
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Unreinforced Turf for Pedestrian Traffic |
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264 | (4) |
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Missouri Botanical Garden |
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265 | (1) |
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Scott Amphitheater, Swarthmore College, Pennsylvania |
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265 | (1) |
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Amphitheaters in Other Climates |
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266 | (2) |
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Unreinforced Turf for Vehicular Traffic |
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268 | (4) |
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Big Top Flea Market, Florida |
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268 | (1) |
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269 | (2) |
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271 | (1) |
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272 | (5) |
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272 | (2) |
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274 | (1) |
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275 | (2) |
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Reinforced Turf for Vehicular Traffic |
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277 | (3) |
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Lino Lakes State Bank, Minnesota |
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277 | (1) |
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Troy Burne Golf Club, Wisconsin |
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278 | (1) |
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Urban Ventures Soccer Field, Minnesota |
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278 | (2) |
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280 | (1) |
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280 | (1) |
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281 | (4) |
Chapter 8 Plastic Geocells |
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285 | (38) |
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286 | (1) |
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287 | (2) |
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289 | (6) |
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Ritz-Carlton Huntington Hotel, Pasadena, California |
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290 | (1) |
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Public Health Laboratory, Anchorage, Alaska |
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291 | (1) |
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Remote Trails, Alaska and Wisconsin |
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291 | (4) |
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295 | (8) |
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Orange Bowl, Miami, Florida |
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297 | (1) |
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Westfarms Mall, Farmington, Connecticut |
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298 | (3) |
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Trace Pointe, Clinton, Mississippi |
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301 | (1) |
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Blue Cross Blue Shield, Southfield, Michigan |
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302 | (1) |
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303 | (3) |
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Hyatt Regency Hotel, Long Beach, California |
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304 | (1) |
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California JPIA, La Palma, California |
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305 | (1) |
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306 | (3) |
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Medgar Evers Building, Jackson, Mississippi |
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307 | (1) |
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Residence, Santa Monica, California |
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308 | (1) |
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309 | (5) |
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Burger King Restaurant, Henderson, North Carolina |
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309 | (1) |
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Grand Canyon Trust, Flagstaff, Arizona |
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310 | (2) |
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Frostburg State University, Frostburg, Maryland |
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312 | (2) |
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314 | (3) |
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Nigel's Pitch, Middletown, Rhode Island |
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314 | (3) |
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Other Models of Plastic Geocells |
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317 | (1) |
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318 | (1) |
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Stone Mountain State Park, Georgia |
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318 | (1) |
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319 | (1) |
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319 | (2) |
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321 | (2) |
Chapter 9 Open-Jointed Paving Blocks |
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323 | (58) |
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The Concrete Paving Block Industry |
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324 | (2) |
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Configuration and Use of Block Surfaces |
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326 | (3) |
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Blocks for Open-Jointed Surfaces |
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326 | (3) |
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Relief and Use of Open-Jointed Surfaces |
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329 | (1) |
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Construction of Open-Jointed Block Pavements |
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329 | (3) |
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Base and Bedding Materials |
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330 | (1) |
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331 | (1) |
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Joint-Fill Materials and Their Implications |
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332 | (5) |
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332 | (1) |
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Contrast in Potential Aggregate Gradations |
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332 | (2) |
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Aggregate Clogging and Restoration |
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334 | (2) |
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336 | (1) |
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Factors in Stability and Infiltration |
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337 | (2) |
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Factors in Block Layer's Contribution to Stability |
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337 | (1) |
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The Interaction between Block-Layer Stability and Infiltration |
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338 | (1) |
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339 | (1) |
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Drainstone Concrete Block |
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339 | (3) |
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English Park, Atlanta, Georgia |
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340 | (2) |
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342 | (5) |
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Annsville Creek Paddlesports Center, Cortland, New York |
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345 | (2) |
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347 | (2) |
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Pier A Park, Hoboken, New Jersey |
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348 | (1) |
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349 | (9) |
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Mickel Field, Wilton Manors, Florida |
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350 | (3) |
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Giovanni Drive, Waterford, Connecticut |
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353 | (2) |
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Castaic Lake Water Conservatory, Santa Clarita, California |
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355 | (1) |
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Harbourfront Fire Station, Toronto, Ontario |
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356 | (2) |
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358 | (5) |
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Alden Lane Nursery, Livermore, California |
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360 | (2) |
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Forest Hill Apartments, Wilmington, North Carolina |
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362 | (1) |
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Paving Blocks of Other Materials |
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363 | (9) |
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Other Models of Concrete Block |
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363 | (1) |
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Manufactured Concrete Slabs |
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363 | (1) |
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364 | (2) |
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Blocks of Porous Material |
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366 | (1) |
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366 | (1) |
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367 | (1) |
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368 | (2) |
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370 | (2) |
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Open Patterns with Rectangular Paving Blocks |
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372 | (1) |
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373 | (1) |
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373 | (3) |
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376 | (5) |
Chapter 10 Open-Celled Paving Grids |
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381 | (36) |
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The Concrete Grid Manufacturing Industry |
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382 | (2) |
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Construction of Open-Celled Grid Pavements |
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384 | (2) |
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Grass Performance in Grid Cells |
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386 | (2) |
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388 | (1) |
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Villa Duchesne School, Saint Louis, Missouri |
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388 | (1) |
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Checkerblock Concrete Grid |
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389 | (4) |
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Sands Point Museum, Sands Point, New York |
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391 | (2) |
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Grasscrete Concrete Grid Slab |
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393 | (5) |
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Anderson School of Management, Los Angeles, California |
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394 | (1) |
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Furman Office, Charlotte, North Carolina |
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395 | (2) |
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Missouri Botanical Garden, Saint Louis, Missouri |
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397 | (1) |
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398 | (4) |
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Christian Meeting Room, Gahanna, Ohio |
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399 | (2) |
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Baltimore Zoo, Baltimore, Maryland |
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401 | (1) |
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402 | (8) |
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San Luis Bay Inn, Avila Beach, California |
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404 | (1) |
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Tumwater Historical Park, Olympia, Washington |
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405 | (2) |
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Municipal Parking Lot, Dayton, Ohio |
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407 | (1) |
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Blue Heron, Annapolis, Maryland |
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408 | (2) |
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Other Models of Concrete Grids |
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410 | (1) |
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Open-Celled Paving Bricks |
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410 | (1) |
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411 | (2) |
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413 | (1) |
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414 | (3) |
Chapter 11 Porous Concrete |
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417 | (40) |
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The Porous Concrete Paving Industry |
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418 | (3) |
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Advantages and Disadvantages of Porous Concrete |
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421 | (1) |
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421 | (1) |
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Hydrology of Porous Concrete |
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422 | (4) |
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424 | (1) |
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425 | (1) |
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Surface Clogging and Rehabilitation |
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426 | (1) |
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Constituents of Porous Concrete |
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426 | (4) |
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427 | (1) |
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Portland Cement and Its Supplements |
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428 | (1) |
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429 | (1) |
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429 | (1) |
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Construction of Porous Concrete Pavements |
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430 | (2) |
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430 | (1) |
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Subgrade Compaction and Its Alternatives |
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431 | (1) |
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Joints in Porous Concrete |
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432 | (3) |
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432 | (2) |
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434 | (1) |
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Care Required in Porous Concrete Installation |
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435 | (4) |
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Installer's Qualifications |
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435 | (1) |
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436 | (1) |
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437 | (1) |
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Testing for Quality Control |
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438 | (1) |
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Porous Concrete in Successful and Unsuccessful Installations |
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|
439 | (2) |
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834 East Ocean Boulevard, Stuart, Florida |
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439 | (1) |
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827 S.E. Fifth Street, Stuart, Florida |
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|
440 | (1) |
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Further Installations on Sandy Subgrades |
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|
441 | (3) |
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Hobe Sound Sprinklers, Hobe Sound, Florida |
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|
441 | (1) |
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Council on Aging of Martin County, Stuart, Florida |
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|
442 | (1) |
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Jones Ecological Research Center, Newton, Georgia |
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|
443 | (1) |
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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) |
|
|
452 | (1) |
|
|
452 | (1) |
|
|
453 | (4) |
Chapter 12 Porous Asphalt |
|
457 | (56) |
|
Components of Asphalt Mixtures |
|
|
460 | (3) |
|
|
460 | (1) |
|
|
461 | (1) |
|
|
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) |
|
|
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) |
|
|
479 | (4) |
|
Decline of Infiltration Rate under Traffic Load |
|
|
480 | (1) |
|
Decline of Infiltration Rate under Winter Sanding |
|
|
481 | (1) |
|
|
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) |
|
|
507 | (1) |
|
|
507 | (6) |
Chapter 13 Soft Porous Surfacing |
|
513 | (26) |
|
|
|
The Theory and Practice of Softness |
|
|
514 | (2) |
|
|
516 | (1) |
|
Safety and Accessibility of Loose-Fill Surfaces |
|
|
517 | (1) |
|
|
518 | (1) |
|
Considerations for Use of Organic Materials |
|
|
519 | (1) |
|
|
520 | (5) |
|
Examples of Wood and Bark Mulch Installations |
|
|
523 | (2) |
|
|
525 | (3) |
|
|
528 | (1) |
|
|
529 | (1) |
|
|
529 | (6) |
|
|
535 | (1) |
|
|
535 | (1) |
|
|
535 | (4) |
Chapter 14 Decks |
|
539 | (28) |
|
|
|
Deck Components and Effects |
|
|
542 | (2) |
|
|
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) |
|
|
547 | (3) |
|
Carpinteria Marsh, Carpinteria, California |
|
|
548 | (1) |
|
1010 On the Green, Anchorage, Alaska |
|
|
549 | (1) |
|
|
550 | (7) |
|
Foundations for Elevated Decks |
|
|
551 | (1) |
|
|
551 | (3) |
|
|
554 | (1) |
|
Elm Brook Crossing, Minuteman National Park, Massachusetts |
|
|
554 | (2) |
|
Arcadia Sanctuary, Easthampton, Massachusetts |
|
|
556 | (1) |
|
|
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) |
|
|
562 | (3) |
|
|
565 | (1) |
|
|
565 | (2) |
Index |
|
567 | |