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在高速公路上设置窄车道和窄路肩——经验、当前实践和实施注意事项入门(英)FHWA 2016.pdf
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在高速公路上设置窄车道和窄路肩——经验、当前实践和实施注意事项入门(英)FHWA 2016.pdf
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USE OF NARROW LANES AND
NARROW SHOULDERS ON FREEWAYS:
A Primer on Experiences, Current Practice, and Implementation Considerations
PRACTICAL DESIGN FOR OPERATIONS
Notice
This document is disseminated under the sponsorship of the U.S. Department of Transportation
in the interest of information exchange. The U.S. Government assumes no liability for the use of
the information contained in this document.
The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’
names appear in this report only because they are considered essential to the objective of the
document.
Quality Assurance Statement
The Federal Highway Administration (FHWA) provides high-quality information to serve
Government, industry, and the public in a manner that promotes public understanding. Standards
and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its
information. FHWA periodically reviews quality issues and adjusts its programs and processes
to ensure continuous quality improvement.
Cover Photo Source: Kittelson & Associates, Inc.
Neudorff, L. (CH2M), Jenior, P., Dowling, R., Nevers, B.
(Kittelson & Associates, Inc.)
CH2M
901 New York Ave NW
Washington, DC 20001
Under contract to:
Kittelson & Associates Inc.
300 M Street SE, Suite 810
Washington, DC 20001
Technical Report
Informational Report
Sept 2014 to May 2016
FHWA
Congested freeways are often located in urban areas with constrained environments and/or rights-of-way where signicant widening of the roadway
is not practical due to adjacent developments and land use, physical constraints, along with limited availability of funding. Among the strategies for
increasing freeway capacity in such constrained environments – and thereby reducing congestion and improving operations – is to add a travel lane
within the existing roadway footprint by reducing the widths of the existing lanes and/or shoulders. The additional lane may be utilized by all trafc at
all times, as a special use or managed lane that is open only to specic types of vehicles or movements (e.g., High Occupancy Toll (HOT) lane, exit
only lane), or only during selected times of the day and/or when congestion warrants opening the lane (e.g., temporary shoulder use). Narrow lanes
and shoulders may be applied to add capacity on the freeway mainline and in interchange areas including ramps.
This primer provides information to policy makers, transportation agency managers, designers and operators on the use of narrow lanes and
narrow shoulders to improve capacity within an existing roadway footprint. Much of the information contained in the primer is presented in the
broader context of both Performance Based Planning and Programming (PBPP) and Performance – Based Practical Design (PBPD). Primer
contents include case studies on the use of narrow lanes, issues and approaches for analyzing the operational and safety impacts of narrow lanes
and narrow shoulders, and the role of transportation systems management and operations (TSMO) in support of narrow lanes operations.
Publication
FHWA HOP-16-060
Use of Narrow Lanes and Narrow Shoulders on Freeways:
A Primer on Experiences, Current Practice, and Implementation
Considerations
July 2016
Jim Hunt (jim.hunt@dot.gov) served as the Technical Manager for FHWA
Performance-Based Practical Design, Lane Width,
Freeway Design, Shoulder Width
60
SI* (MODERN METRIC) CONVERSION FACTORS
APPROXIMATE CONVERSIONS TO SI UNITS
Symbol When You Know Multiply By To Find Symbol
LENGTH
in inches 25.4 millimeters mm
ft feet 0.305 meters m
yd yards 0.914 meters m
mi miles 1.61 kilometers km
A
REA
in
2
square inches 645.2 square millimeters mm
2
ft
2
square feet 0.093 square meters m
2
yd
2
square yard 0.836 square meters m
2
ac acres 0.405 hectares ha
mi
2
square miles 2.59 square kilometers km
2
V
OLUME
fl oz fluid ounces 29.57 milliliters mL
gal gallons 3.785 liters L
ft
3
cubic feet 0.028 cubic meters m
3
yd
3
cubic yards 0.765 cubic meters m
3
NOTE: volumes greater than 1000 L shall be shown in m
3
MASS
oz ounces 28.35 grams g
lb pounds 0.454 kilograms kg
T short tons (2000 lb) 0.907 megagrams (or "metric ton") Mg (or "t")
TEMPERATURE (exact degrees)
o
F Fahrenheit 5 (F-32)/9 Celsius
o
C
or (F-32)
/
1.8
ILLUMINATION
fc foot-candles 10.76 lux lx
fl foot-Lamberts 3.426 candela/m
2
cd/m
2
FORCE and PRESSURE or STRESS
lbf poundforce 4.45 newtons N
lbf/in
2
poundforce per square inch 6.89 kilopascals kPa
APPROXIMATE CONVERSIONS FROM SI UNITS
Symbol When You Know Multiply By To Find Symbol
LENGTH
mm millimeters 0.039 inches in
m meters 3.28 feet ft
m meters 1.09 yards yd
km kilometers 0.621 miles mi
A
REA
mm
2
square millimeters 0.0016 square inches in
2
m
2
square meters 10.764 square feet ft
2
m
2
square meters 1.195 square yards yd
2
ha hectares 2.47 acres ac
km
2
square kilometers 0.386 square miles mi
2
V
OLUME
mL milliliters 0.034 fluid ounces fl oz
L liters 0.264 gallons gal
m
3
cubic meters 35.314 cubic feet ft
3
m
3
cubic meters 1.307 cubic yards yd
3
MASS
g grams 0.035 ounces oz
kg kilograms 2.202 pounds lb
Mg (or "t") megagrams (or "metric ton") 1.103 short tons (2000 lb) T
TEMPERATURE (exact degrees)
o
C Celsius 1.8C+32 Fahrenheit
o
F
ILLUMINATION
lx lux 0.0929 foot-candles fc
cd/m
2
candela/m
2
0.2919 foot-Lamberts fl
FORCE and PRESSURE or STRESS
N newtons 0.225 poundforce lbf
kPa kilopascals 0.145 poundforce per square inch lbf/in
2
*SI is the symbol for th International System of Units. Appropriate rounding should be made to comply with Section 4 of ASTM E380. e
(
Revised March 2003
)
Conversion Factors
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