UFC 3-250-10FA

PAVEMENT DESIGN FOR ROADS, STREETS, AND OPEN STORAGE AREAS, ELASTIC LAYERED METHODS

contributor author	UFC - Unified Facilities Criteria
date accessioned	2017-09-04T16:49:43Z
date available	2017-09-04T16:49:43Z
date copyright	01/16/2004
date issued	2004
identifier other	WLZOJBAAAAAAAAAA.pdf
identifier uri	http://yse.yabesh.ir/std;query=autho47037D83081DAC4241668F1E350F130D0Facilities%20Engine/handle/yse/113300
description abstract	The elastic layered procedure is used to determine thickness requirements of flexible and rigid pavement structures subject to vehicular traffic loads. This manual treats the thickness design of concrete pavements (both plain and reinforced), conventional flexible pavements, bituminous concrete pavements, and flexible pavements with stabilized layers. Other aspects of design, such as the preliminary investigation, mix design, material requirements, joints, overlays, reinforced concrete pavements, and the requirements for compaction and frost considerations are described in TM 5-822-5/AFM 88-7, Chap. 3. Purpose. This manual provides an elastic layered method for the thickness design of pavements for roads, streets, walks, and open storage areas at US Army and Air Force installations for the loadings and conditions set forth herein.
language	English
title	UFC 3-250-10FA	num
title	PAVEMENT DESIGN FOR ROADS, STREETS, AND OPEN STORAGE AREAS, ELASTIC LAYERED METHODS	en
type	standard
page	53
status	Active
tree	UFC - Unified Facilities Criteria:;2004
contenttype	fulltext