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ASTM C1577-15a
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD (Includes all amendments And changes 10/21/2015).
Automatically translated name:
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
STANDARD published on 1.4.2015
The information about the standard:
Designation standards: ASTM C1577-15a
Note: WITHDRAWN
Publication date standards: 1.4.2015
SKU: NS-585721
The number of pages: 21
Approximate weight : 63 g (0.14 lbs)
Country: American technical standard
Category: Technical standards ASTM
Annotation of standard text ASTM C1577-15a :
Keywords:
ICS Number Code 91.100.30 (Concrete and concrete products), 93.030 (External sewerage systems)
Additional information
| 1. Scope | ||||||||||||||||||||||||||||||||||||||||||||
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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. Note 1: This 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.
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. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||
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