AECDAILY UN EN 159103 0125:2025 Edition
$47.45
Permeable Interlocking Concrete Pavement for Stormwater Management
Published By | Publication Date | Number of Pages |
AECDAILY | 2025 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Slide 1 |
2 | Slide 2: Permeable Interlocking Concrete Pavement for Stormwater Management |
3 | Slide 3 |
4 | Slide 4 |
5 | Slide 5: How to Use This Online Learning Course |
6 | Slide 6: Purpose and Learning Objectives |
7 | Slide 7: Contents |
8 | Slide 8: Introduction to Stormwater Control |
9 | Slide 9: Impervious Surfaces |
10 | Slide 10: Impervious Surfaces |
11 | Slide 11: Permeable/Pervious Surfacing Materials |
12 | Slide 12: Permeable Interlocking Concrete Pavement |
13 | Slide 13: PICP |
14 | Slide 14: PICP Design |
15 | Slide 15: PICP System |
16 | Slide 16: PICP Benefits |
17 | Slide 17: PICP Benefits: Infiltration |
18 | Slide 18: PICP Benefits: Exfiltration Options |
19 | Slide 19: PICP Benefits: Exfiltration Options |
20 | Slide 20: PICP Benefits: Pollutant Reduction |
21 | Slide 21: PICP Benefits: Pollutant Reduction |
22 | Slide 22: PICP Benefits: Heat Island Effect Reduction |
23 | Slide 23: PICP Benefits: Heat Island Effect Reduction |
24 | Slide 24: Where Not to Use PICP |
25 | Slide 25: PICP in Cold Climates |
26 | Slide 26: PICP and ADA Requirements |
27 | Slide 27: PICP Durability |
28 | Slide 28: PICP Shapes |
29 | Slide 29: PICP Surface Finish Options |
30 | Slide 30 |
31 | Slide 31 |
32 | Slide 32: PICP Design Considerations |
33 | Slide 33: PICP Design Goals |
34 | Slide 34: Design Goal: Control of Water Quantity |
35 | Slide 35: Design Goal: Control of Water Quantity |
36 | Slide 36: Design Goal: Control of Water Quantity |
37 | Slide 37: Design Goal: Control of Water Quantity |
38 | Slide 38: Design Goal: Control of Water Quality |
39 | Slide 39: Design Goal: Control of Water Quality |
40 | Slide 40: Design Goal: Water Harvesting |
41 | Slide 41: Collecting Data |
42 | Slide 42: Site Data |
43 | Slide 43: USCS Soil Classification |
44 | Slide 44: Infiltration Rate |
45 | Slide 45: Design Storm, Drainage Area, and Contributing Area |
46 | Slide 46: Traffic and Soil Strength |
47 | Slide 47 |
48 | Slide 48 |
49 | Slide 49: PICP Components and Installation |
50 | Slide 50: PICP Components |
51 | Slide 51: PICP Components |
52 | Slide 52: PICP Components |
53 | Slide 53: PICP Components |
54 | Slide 54: PICP Components |
55 | Slide 55: PICP Components |
56 | Slide 56: PICP Components |
57 | Slide 57: PICP Components |
58 | Slide 58: Selecting the Base and Subbase Porosity/Particle Size |
59 | Slide 59: Base and Subbase Depth |
60 | Slide 60: Storage Time and Runoff Coefficient |
61 | Slide 61: Elimination of Sediment in the Base |
62 | Slide 62: Removal of Sediment |
63 | Slide 63: Installation |
64 | Slide 64: Applications |
65 | Slide 65: Applications |
66 | Slide 66: Applications |
67 | Slide 67: Applications |
68 | Slide 68: Applications |
69 | Slide 69: Applications |
70 | Slide 70 |
71 | Slide 71 |
72 | Slide 72: PICP and Sustainable Design |
73 | Slide 73: LEED v4 Sustainable Sites Credits |
74 | Slide 74: LEED v4 Sustainable Sites Credits |
75 | Slide 75: LEED v4 Materials and Resources Credits |
76 | Slide 76: LEED v4 Materials and Resources Credits |
77 | Slide 77: LEED v4 Materials and Resources Credits |
78 | Slide 78: LEED v4 Materials and Resources Credits |
79 | Slide 79: LEED v4 Materials and Resources Credits |
80 | Slide 80: LCA of Surfacing Materials |
81 | Slide 81: EPA BMPs |
82 | Slide 82: EPA BMPs |
83 | Slide 83: Low-Impact Development |
84 | Slide 84 |
85 | Slide 85 |
86 | Slide 86: Summary, Glossary, and Resources |
87 | Slide 87: Summary |
88 | Slide 88: Glossary |
89 | Slide 89: Glossary |
90 | Slide 90: Resources |
91 | Slide 91: Resources |
92 | Slide 92: Thank You |