{"id":52791,"date":"2024-10-17T09:10:02","date_gmt":"2024-10-17T09:10:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-c1577-3\/"},"modified":"2024-10-24T16:50:13","modified_gmt":"2024-10-24T16:50:13","slug":"astm-c1577-3","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-c1577-3\/","title":{"rendered":"ASTM-C1577"},"content":{"rendered":"<\/p>\n
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage.<\/p>\n
Note<\/span> 1This specification is primarily a manufacturing and purchasing specification. However, standard designs per the AASHTO LRFD Bridge Design Specifications are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that proper correlation of the loading conditions and the field requirements with the box section specified, and provision for inspection at the construction site, are required.<\/p>\n 1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.<\/p>\n Rejection C1577-11 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD<\/b><\/p>\nPDF Catalog<\/h4>\n
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\n PDF Pages<\/th>\n PDF Title<\/th>\n<\/tr>\n \n 1<\/td>\n Scope
Referenced Documents
Terminology
Designation <\/td>\n<\/tr>\n\n 2<\/td>\n TABLE 1 <\/td>\n<\/tr>\n \n 9<\/td>\n Basis of Acceptance
Material <\/td>\n<\/tr>\n\n 10<\/td>\n Design
FIG. 1 <\/td>\n<\/tr>\n\n 11<\/td>\n FIG. 2
FIG. 3
FIG. 4
FIG. 5
FIG. 6 <\/td>\n<\/tr>\n\n 12<\/td>\n Joints
Manufacture
FIG. 7
FIG. 8 <\/td>\n<\/tr>\n\n 13<\/td>\n Physical Requirements
FIG. 9 <\/td>\n<\/tr>\n\n 14<\/td>\n Permissible Variations
Repairs <\/p>\n
Marking <\/td>\n<\/tr>\n\n 15<\/td>\n X1. DESIGN CRITERIA USED TO DEVELOP TABLE 1
X1.1 Bedding and Backfill Assumptions
X1.2 Criteria for Loads
X1.3 Methods of Analysis
X1.4 Method of Design <\/td>\n<\/tr>\n\n 16<\/td>\n X1.5 Multiple Cell Installations
TABLE X1.1 <\/td>\n<\/tr>\n\n 17<\/td>\n FIG. X1.1 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" \n\n
\n Published By<\/td>\n Publication Date<\/td>\n Number of Pages<\/td>\n<\/tr>\n \n ASTM<\/b><\/a><\/td>\n 2011<\/td>\n 17<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":52792,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1258,2637],"product_tag":[],"class_list":{"0":"post-52791","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-100-30","7":"product_cat-astm","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/52791","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\/52792"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=52791"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=52791"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=52791"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}