{"id":374022,"date":"2024-10-20T02:36:37","date_gmt":"2024-10-20T02:36:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-214-4-2021\/"},"modified":"2024-10-26T04:34:03","modified_gmt":"2024-10-26T04:34:03","slug":"aci-214-4-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-214-4-2021\/","title":{"rendered":"ACI 214.4 2021"},"content":{"rendered":"

Description: Concrete parking lots serve many kinds of public facilities, commercial and retail developments, businesses, and multifamily housing projects. They primarily accommodate parked vehicles but may also provide maneuvering areas and access for delivery vehicles. The design and construction of concrete slabs for parking lots and outside storage areas share many similarities with the design and construction of industrial pavements, streets, and highways, but they also have some very distinct differences. A full appreciation of the differences and the modification of design and construction procedures to take these differences into account can result in economical concrete parking lots that will provide satisfactory service for many years with little maintenance. This guide includes information on site investigation, thickness determination, design of joints and other details, durability considerations, paving operations, and quality-assurance procedures during construction. Maintenance and repair are also discussed. Information related to the design and construction of concrete site paving for industrial and trucking facilities is in ACI 330.2R. Keywords: commercial; concrete pavement; curing; finishing; joints; light duty; parking lot; subgrade; thickness; traffic loads.<\/p>\n

PDF Catalog<\/h4>\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
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014INTRODUCTION
1.1\u2014Introduction
1.2\u2014Scope <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
6<\/td>\nCHAPTER 3\u2014VARIATION OF IN-PLACE CONCRETE STRENGTH IN STRUCTURES
3.1\u2014Bleeding
3.2\u2014Consolidation
3.3\u2014Curing <\/td>\n<\/tr>\n
7<\/td>\n3.4\u2014Microcracking
3.5\u2014Overall variability of in-place concrete compressive strengths
CHAPTER 4\u2014PLANNING TESTING PROGRAM
4.1\u2014Investigating concrete in a new structure using strength-based acceptance criteria
4.2\u2014Evaluating existing structure capacity using in-place strengths <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 5\u2014OBTAINING TEST SPECIMENS <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 6\u2014CORE TESTING
CHAPTER 7\u2014ANALYZING STRENGTH TEST DATA
7.1\u2014ASTM C42\/C42M precision statements <\/td>\n<\/tr>\n
10<\/td>\n7.2\u2014Review of core strength correction factors <\/td>\n<\/tr>\n
11<\/td>\n7.3\u2014Statistical analysis techniques <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 8\u2014INVESTIGATION OF LOW-STRENGTH TEST RESULTS IN NEW CONSTRUCTION USING ACI 301
8.1\u2014Procedure for samples of more than three cores <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 9\u2014DETERMINING AN EQUIVALENT fc\u2032 VALUE FOR EVALUATING STRUCTURAL CAPACITY OF AN EXISTING STRUCTURE
9.1\u2014Conversion of core strengths to equivalent in-place strengths
9.2\u2014Uncertainty of estimated in-place strengths <\/td>\n<\/tr>\n
15<\/td>\n9.3\u2014Percentage of in-place strengths less than fc\u2032
9.4\u2014Methods to estimate the equivalent specified strength <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 10\u2014REFERENCES
Authored documents <\/td>\n<\/tr>\n
19<\/td>\nAPPENDIX\u2014EXAMPLE CALCULATIONS
A1\u2014Outlier identification in accordance with ASTM E178 criteria
A2\u2014Student\u2019s t test for significance of difference between observed average values (Larsen and Marx 2017) <\/td>\n<\/tr>\n
20<\/td>\nA3\u2014Acceptable minimum strength criteria for samples of more than three cores <\/td>\n<\/tr>\n
22<\/td>\nA4\u2014Equivalent specified strength by tolerance factor approach (Hindo and Bergstrom 1985)
A5\u2014Equivalent specified strength by alternate approach (Bartlett and MacGregor 1995) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI PRC-330-21: Commercial Concrete Parking Lots and Site Paving Design and Construction-Guide<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2021<\/td>\n24<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":374032,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-374022","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","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\/374022","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\/374032"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=374022"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=374022"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=374022"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}