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AECDAILY IC EN 114306 0724:2024 Edition

$47.45

Structural Design of Interlocking Concrete Pavers for Municipal Streets and Roadways

Published By Publication Date Number of Pages
AECDAILY 2024
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PDF Catalog

PDF Pages PDF Title
1 Slide 1
2 Slide 2: Structural Design of ICP for Municipal Streets and Roadways
3 Slide 3
4 Slide 4: How to Use This Online Learning Course
5 Slide 5: Purpose and Learning Objectives
6 Slide 6: Contents
7 Slide 7: Interlocking Concrete Pavements (ICP) for Municipal Streets and Roadways
8 Slide 8: Background: AASHO Pavement Tests 1958–60
9 Slide 9: Background: AASHTO Guide
10 Slide 10: History of AASHTO Design Guides
11 Slide 11: ASCE Standard: Structural Design for ICP
12 Slide 12: How Interlock Functions
13 Slide 13: How Interlock Functions
14 Slide 14: ASCE 58-16 Based in Part on ICPI Tech Spec 4
15 Slide 15: AASHTO Flexible Pavement Empirical Design Equation Overview
16 Slide 16: AASHTO Flexible Pavement Empirical Design Equation Overview
17 Slide 17: Structural Numbers and Layer Coefficients
18 Slide 18: Layer Coefficients for Interlocking Concrete Pavements
19 Slide 19: Structural Number Example
20 Slide 20: Background and Scope: ASCE 58-16
21 Slide 21: ICP Base/Subbase Design Options in ASCE 58-16
22 Slide 22: ICP Base Options
23 Slide 23: ICP Base Options
24 Slide 24
25 Slide 25
26 Slide 26: Designing Roadways with ICP
27 Slide 27: Design Steps
28 Slide 28: Design Steps: Base and Subbase Material Options
29 Slide 29: Design Steps: Final Steps
30 Slide 30: Design Steps: Summary
31 Slide 31: 1a. Establish Design Life
32 Slide 32: 1b. Establish Reliability
33 Slide 33: 1b. Estimating ESALs for a Given Design Reliability
34 Slide 34: 1b. Estimating ESALs for a Given Design Reliability
35 Slide 35: 1b. Establish Serviceability
36 Slide 36: 1b. Establish Serviceability
37 Slide 37: 1c. Establish Anticipated Traffic (ESALs)
38 Slide 38: ESALs Defined: Example Calculation
39 Slide 39: ESALs Defined: Example Calculation
40 Slide 40: Directional Distribution Affects ESALs
41 Slide 41: Lane Distribution Affects ESALs
42 Slide 42: ESALs and Caltrans Traffic Index (TI)
43 Slide 43
44 Slide 44
45 Slide 45: 2a. Assess Subgrade Soil Strength and Drainage
46 Slide 46: 2a. Assess Subgrade Soil Strength and Drainage
47 Slide 47: Resilient Modulus Factors
48 Slide 48: California Bearing Ratio Laboratory Test
49 Slide 49: R-Value Laboratory Test
50 Slide 50: Soil Categories, Drainage and Resilient Modulus (MR)
51 Slide 51: Soil Categories, Drainage and Resilient Modulus (MR)
52 Slide 52
53 Slide 53
54 Slide 54: 3a. Select Base/Subbase Materials
55 Slide 55: 3a. Select Base/Subbase Materials
56 Slide 56: 3b. Cement-Treated Base and Aggregate
57 Slide 57: 3b. Asphalt-Treated Base and Aggregate
58 Slide 58: 3c. Asphalt Base and Aggregate
59 Slide 59: 3c. Asphalt Base and Aggregate
60 Slide 60: Design Example 1
61 Slide 61: Design Example 2
62 Slide 62: Design Example 3
63 Slide 63: Structural Design Software
64 Slide 64: Structural Design Software
65 Slide 65: 3d. Concrete Base and Aggregate Subbase Thickness
66 Slide 66: 4. Design Pavement Structure Drainage
67 Slide 67: 5. Select Geotextile (if necessary)
68 Slide 68: 6. Select Bedding and Joint Sand
69 Slide 69: 6. Select Bedding and Joint Sand
70 Slide 70: 7. Select Concrete Pavers
71 Slide 71: 7. Select Concrete Pavers
72 Slide 72: 8. Select Edge Restraints
73 Slide 73: 8. Select Edge Restraints
74 Slide 74: 9. Conduct Life Cycle Cost Analysis
75 Slide 75: 9. Conduct Life Cycle Cost Analysis
76 Slide 76: Life Cycle Cost Analysis Resources
77 Slide 77: 10. Create Specifications and Drawings
78 Slide 78: Sample Detail: Pavers on Concrete, Asphalt and Treated Bases
79 Slide 79: Sample Detail: Catch Basin
80 Slide 80: Sample Detail: Utility Structure
81 Slide 81: Sample Detail: Utility Structure
82 Slide 82: ICPI Resources
83 Slide 83: Thank You
AECDAILY IC EN 114306 0724
$47.45