{"id":94268,"date":"2024-10-18T09:49:03","date_gmt":"2024-10-18T09:49:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-c1577-10\/"},"modified":"2024-10-24T20:49:44","modified_gmt":"2024-10-24T20:49:44","slug":"astm-c1577-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-c1577-10\/","title":{"rendered":"ASTM-C1577"},"content":{"rendered":"<\/p>\n

1.1 This specification covers single-cell precast reinforced concrete box sections intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage.<\/p>\n

Note 1This specification is primarily a manufacturing and purchasing specification. However, standard designs per the AASHTO LRFD Bridge Design Specification 2004 Edition w\/2005 Interim 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

PDF Catalog<\/h4>\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>\nScope
Referenced Documents
Terminology
Designation <\/td>\n<\/tr>\n
2<\/td>\nTABLE 1 <\/td>\n<\/tr>\n
9<\/td>\nBasis of Acceptance
Material <\/td>\n<\/tr>\n
10<\/td>\nDesign
FIG. 1 <\/td>\n<\/tr>\n
11<\/td>\nFIG. 2
FIG. 3
FIG. 4
FIG. 5
FIG. 6 <\/td>\n<\/tr>\n
12<\/td>\nJoints
Manufacture
FIG. 7
FIG. 8 <\/td>\n<\/tr>\n
13<\/td>\nPhysical Requirements
FIG. 9 <\/td>\n<\/tr>\n
14<\/td>\nPermissible Variations
Repairs <\/p>\n

Rejection
Marking <\/td>\n<\/tr>\n

15<\/td>\nX1. DESIGN CRITERIA USED TO DEVELOP TABLE 1
X1.1 Bedding and Backfill Assumptions
TABLE X1.1 <\/td>\n<\/tr>\n
16<\/td>\nX1.2 Criteria for Loads
FIG. X1.1 <\/td>\n<\/tr>\n
17<\/td>\nX1.3 Methods of Analysis
X1.4 Method of Design
X1.5 Multiple Cell Installations <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

C1577-07 Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASTM<\/b><\/a><\/td>\n2007<\/td>\n17<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":94269,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1258,2637],"product_tag":[],"class_list":{"0":"post-94268","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\/94268","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\/94269"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=94268"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=94268"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=94268"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}