{"id":459388,"date":"2024-10-20T10:03:31","date_gmt":"2024-10-20T10:03:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aecdaily-ic-en-114306-0724\/"},"modified":"2024-10-26T18:36:38","modified_gmt":"2024-10-26T18:36:38","slug":"aecdaily-ic-en-114306-0724","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aecdaily\/aecdaily-ic-en-114306-0724\/","title":{"rendered":"AECDAILY IC EN 114306 0724"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSlide 1 <\/td>\n<\/tr>\n
2<\/td>\nSlide 2: Structural Design of ICP for Municipal Streets and Roadways <\/td>\n<\/tr>\n
3<\/td>\nSlide 3 <\/td>\n<\/tr>\n
4<\/td>\nSlide 4: How to Use This Online Learning Course <\/td>\n<\/tr>\n
5<\/td>\nSlide 5: Purpose and Learning Objectives <\/td>\n<\/tr>\n
6<\/td>\nSlide 6: Contents <\/td>\n<\/tr>\n
7<\/td>\nSlide 7: Interlocking Concrete Pavements (ICP) for Municipal Streets and Roadways <\/td>\n<\/tr>\n
8<\/td>\nSlide 8: Background: AASHO Pavement Tests 1958\u201360 <\/td>\n<\/tr>\n
9<\/td>\nSlide 9: Background: AASHTO Guide <\/td>\n<\/tr>\n
10<\/td>\nSlide 10: History of AASHTO Design Guides <\/td>\n<\/tr>\n
11<\/td>\nSlide 11: ASCE Standard: Structural Design for ICP <\/td>\n<\/tr>\n
12<\/td>\nSlide 12: How Interlock Functions <\/td>\n<\/tr>\n
13<\/td>\nSlide 13: How Interlock Functions <\/td>\n<\/tr>\n
14<\/td>\nSlide 14: ASCE 58-16 Based in Part on ICPI Tech Spec 4 <\/td>\n<\/tr>\n
15<\/td>\nSlide 15: AASHTO Flexible Pavement Empirical Design Equation Overview <\/td>\n<\/tr>\n
16<\/td>\nSlide 16: AASHTO Flexible Pavement Empirical Design Equation Overview <\/td>\n<\/tr>\n
17<\/td>\nSlide 17: Structural Numbers and Layer Coefficients <\/td>\n<\/tr>\n
18<\/td>\nSlide 18: Layer Coefficients for Interlocking Concrete Pavements <\/td>\n<\/tr>\n
19<\/td>\nSlide 19: Structural Number Example <\/td>\n<\/tr>\n
20<\/td>\nSlide 20: Background and Scope: ASCE 58-16 <\/td>\n<\/tr>\n
21<\/td>\nSlide 21: ICP Base\/Subbase Design Options in ASCE 58-16 <\/td>\n<\/tr>\n
22<\/td>\nSlide 22: ICP Base Options <\/td>\n<\/tr>\n
23<\/td>\nSlide 23: ICP Base Options <\/td>\n<\/tr>\n
24<\/td>\nSlide 24 <\/td>\n<\/tr>\n
25<\/td>\nSlide 25 <\/td>\n<\/tr>\n
26<\/td>\nSlide 26: Designing Roadways with ICP <\/td>\n<\/tr>\n
27<\/td>\nSlide 27: Design Steps <\/td>\n<\/tr>\n
28<\/td>\nSlide 28: Design Steps: Base and Subbase Material Options <\/td>\n<\/tr>\n
29<\/td>\nSlide 29: Design Steps: Final Steps <\/td>\n<\/tr>\n
30<\/td>\nSlide 30: Design Steps: Summary <\/td>\n<\/tr>\n
31<\/td>\nSlide 31: 1a. Establish Design Life <\/td>\n<\/tr>\n
32<\/td>\nSlide 32: 1b. Establish Reliability <\/td>\n<\/tr>\n
33<\/td>\nSlide 33: 1b. Estimating ESALs for a Given Design Reliability <\/td>\n<\/tr>\n
34<\/td>\nSlide 34: 1b. Estimating ESALs for a Given Design Reliability <\/td>\n<\/tr>\n
35<\/td>\nSlide 35: 1b. Establish Serviceability <\/td>\n<\/tr>\n
36<\/td>\nSlide 36: 1b. Establish Serviceability <\/td>\n<\/tr>\n
37<\/td>\nSlide 37: 1c. Establish Anticipated Traffic (ESALs) <\/td>\n<\/tr>\n
38<\/td>\nSlide 38: ESALs Defined: Example Calculation <\/td>\n<\/tr>\n
39<\/td>\nSlide 39: ESALs Defined: Example Calculation <\/td>\n<\/tr>\n
40<\/td>\nSlide 40: Directional Distribution Affects ESALs <\/td>\n<\/tr>\n
41<\/td>\nSlide 41: Lane Distribution Affects ESALs <\/td>\n<\/tr>\n
42<\/td>\nSlide 42: ESALs and Caltrans Traffic Index (TI) <\/td>\n<\/tr>\n
43<\/td>\nSlide 43 <\/td>\n<\/tr>\n
44<\/td>\nSlide 44 <\/td>\n<\/tr>\n
45<\/td>\nSlide 45: 2a. Assess Subgrade Soil Strength and Drainage <\/td>\n<\/tr>\n
46<\/td>\nSlide 46: 2a. Assess Subgrade Soil Strength and Drainage <\/td>\n<\/tr>\n
47<\/td>\nSlide 47: Resilient Modulus Factors <\/td>\n<\/tr>\n
48<\/td>\nSlide 48: California Bearing Ratio Laboratory Test <\/td>\n<\/tr>\n
49<\/td>\nSlide 49: R-Value Laboratory Test <\/td>\n<\/tr>\n
50<\/td>\nSlide 50: Soil Categories, Drainage and Resilient Modulus (MR) <\/td>\n<\/tr>\n
51<\/td>\nSlide 51: Soil Categories, Drainage and Resilient Modulus (MR) <\/td>\n<\/tr>\n
52<\/td>\nSlide 52 <\/td>\n<\/tr>\n
53<\/td>\nSlide 53 <\/td>\n<\/tr>\n
54<\/td>\nSlide 54: 3a. Select Base\/Subbase Materials <\/td>\n<\/tr>\n
55<\/td>\nSlide 55: 3a. Select Base\/Subbase Materials <\/td>\n<\/tr>\n
56<\/td>\nSlide 56: 3b. Cement-Treated Base and Aggregate <\/td>\n<\/tr>\n
57<\/td>\nSlide 57: 3b. Asphalt-Treated Base and Aggregate <\/td>\n<\/tr>\n
58<\/td>\nSlide 58: 3c. Asphalt Base and Aggregate <\/td>\n<\/tr>\n
59<\/td>\nSlide 59: 3c. Asphalt Base and Aggregate <\/td>\n<\/tr>\n
60<\/td>\nSlide 60: Design Example 1 <\/td>\n<\/tr>\n
61<\/td>\nSlide 61: Design Example 2 <\/td>\n<\/tr>\n
62<\/td>\nSlide 62: Design Example 3 <\/td>\n<\/tr>\n
63<\/td>\nSlide 63: Structural Design Software <\/td>\n<\/tr>\n
64<\/td>\nSlide 64: Structural Design Software <\/td>\n<\/tr>\n
65<\/td>\nSlide 65: 3d. Concrete Base and Aggregate Subbase Thickness <\/td>\n<\/tr>\n
66<\/td>\nSlide 66: 4. Design Pavement Structure Drainage <\/td>\n<\/tr>\n
67<\/td>\nSlide 67: 5. Select Geotextile (if necessary) <\/td>\n<\/tr>\n
68<\/td>\nSlide 68: 6. Select Bedding and Joint Sand <\/td>\n<\/tr>\n
69<\/td>\nSlide 69: 6. Select Bedding and Joint Sand <\/td>\n<\/tr>\n
70<\/td>\nSlide 70: 7. Select Concrete Pavers <\/td>\n<\/tr>\n
71<\/td>\nSlide 71: 7. Select Concrete Pavers <\/td>\n<\/tr>\n
72<\/td>\nSlide 72: 8. Select Edge Restraints <\/td>\n<\/tr>\n
73<\/td>\nSlide 73: 8. Select Edge Restraints <\/td>\n<\/tr>\n
74<\/td>\nSlide 74: 9. Conduct Life Cycle Cost Analysis <\/td>\n<\/tr>\n
75<\/td>\nSlide 75: 9. Conduct Life Cycle Cost Analysis <\/td>\n<\/tr>\n
76<\/td>\nSlide 76: Life Cycle Cost Analysis Resources <\/td>\n<\/tr>\n
77<\/td>\nSlide 77: 10. Create Specifications and Drawings <\/td>\n<\/tr>\n
78<\/td>\nSlide 78: Sample Detail: Pavers on Concrete, Asphalt and Treated Bases <\/td>\n<\/tr>\n
79<\/td>\nSlide 79: Sample Detail: Catch Basin <\/td>\n<\/tr>\n
80<\/td>\nSlide 80: Sample Detail: Utility Structure <\/td>\n<\/tr>\n
81<\/td>\nSlide 81: Sample Detail: Utility Structure <\/td>\n<\/tr>\n
82<\/td>\nSlide 82: ICPI Resources <\/td>\n<\/tr>\n
83<\/td>\nSlide 83: Thank You <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Structural Design of Interlocking Concrete Pavers for Municipal Streets and Roadways<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AECDAILY<\/b><\/a><\/td>\n2024<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":459389,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2867],"product_tag":[],"class_list":{"0":"post-459388","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aecdaily","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/459388","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/459389"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=459388"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=459388"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=459388"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}