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Freeway LOS
HCM Ch12 12-19 Basic Freeway and Computational Steps 12-39
Freeway Weave Segment
HCM Ch13 Freeway Weave Segments and Computational Steps 13-21
Signalized Intersection Flow
HCM Ch19 19-42 Signalized Intersections and Computational Steps
Speed Limit Signs
MUTCD Part 2 Signs
85th percentile speed +-5mph
Speed Limit based on
Approach Movement Capacity
HCM Ch4 Traffic Operations and Capacity Concepts
Platoon adjusted LOS
HCM Ch24-4 Off Street Pedestrian Facilities
Capacity Questions
HCM
Design Questions
Green Book
Traffic Control Devices
MUTCD
Warrants
MUTCD CH4 Highway Traffic Signals
Barriers and Safety
Roadside Design Guide
Tapers
MUTCD Part 3-3B Pavement and Curve Markings
Sight Distances
Green Book Ch 3 Elements of Design
Horizontal Sight Line Offset (HSO)
Green Book Ch3 Elements of Design p.3-114
Rate of Super Elevation
Green Book Ch3 Elements of Design p3-47 table
Side Friction Factor
Green Book Ch3 Elements of Design p3-22
Sag Vertical Curve Design
Green Book Ch3 Elements of Design
Sag Vertical Curve SSD
Green Book Ch3 Elements of Design p3-176
Crest Vert Curve Passing Site Distance
Green Book Ch3 Elements of Design p3-171
Crest Vertical Curve Design
Green Book Ch3 Elements of Design
Railroad SDT
Green Book Ch9 Intersections p9-163
Intersection design
Green Book Ch9 Intersections
Ramp Pavement Width
Green Book Ch3 Horizontal Alignment-Widths for Turning Roadways at Intersections- p3-110
Single Lane Entrance Ramp Design
Green Book Ch10 Grade Separations & Interchanges - Ramps-Single Lane Free flow Entrance p10-130
Types of Intersections
Green Book Ch 9 Intersections-Examples p9-11
Horizontal Clear-Zone Width
Road Side Design Guide p3-3
Sand-Filled Barrel Crash Cushion System
Road Side Design Guide p8-36 (sand barrel)
Shoulder Width for SSD
Green Book Ch3 Elements of Design p3-113 (HSO)
Maximum ADA compliant parameters
8.33% max curb ramp slope
5% max sidewalk slope with no rails
2% max ADA parking spot cross slope
Pedestrian Clearance Time
MUTCD Part 4 Highway Traffic Signals p497
Standard Pedestrian Walking Speed
3.5 fps can go up to 4 or lower if needed
Warrants
MUTCD Part 4-Traffic Control Signal Needs Studies p436
Delineators
MUTCD Part 3 Markings - Delineators p424
Length of Taper
MUTCD Part 3 Markings - Pavement and Curve Markings p376
Work Zone Lane Shift
MUTCD Part 6 Temp Traffic Control
Shifting Taper
L/2
Shoulder Taper
L/3
Taper Length
MUTCD Part 6 Temporary Traffic Control - Temporary Traffic Control Elements p557
Cubic foot of water
7.48 gallons
Unit weight of water
62.4 lbs/ft3
When comparing alternatives 1&2
Subtract salvage value of 1 from 2 @t=0