U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Policy Information
1.4 HPMS Staff Roles and Responsibilities
Chapter 2: HPMS CORE COMPONENTS
2.4 Data Items Required for the Full Extent and/or Sample Panel Sections
Chapter 3: DATA MODEL and REQUIRED DATASETS
3.3 Catalogs and Associated Datasets.
Chapter 4: DATA REQUIREMENTS and SPECIFICATIONS
4.2 Section Data Reporting Requirements
4.3 Data Items to be Collected
4.5 Sample Panel Identification Data Reporting Requirements
Chapter 5: GUIDANCE ON SPECIAL TOPICS
5.2 Functional Classification System Descriptions and Groupings
5.3 Traffic Monitoring Procedures
6.3 AADT Volume Group Ranges and Precision Levels
6.4 Sample Size Estimation Procedures
6.5 Sample Adequacy and Maintenance
Chapter 7: SOFTWARE WORKFLOW & SUBMITTAL PROCESS
7.2 Submittal Process Overview
C. Table of Federal Information Processing Standard (FIPS) Codes for States (FIPS PUB 5-2)
F. Metric-to-English Soft Conversion Procedures
G. Sample View Export and Calculations
J. County Code Reference Tables (AK, DC, and PR)
1.1 Minimum Data Reporting for Selected HPMS Products
2.1 Data Items Required for the Full Extent and/or Sample Panel Sections
3.10 Sample Panel Identification
3.18 Estimate Types and Valid Values
3.20 Metadata Types and Valid Values
4.1 HPMS Sections File Structure
4.3 Calculation Method by Data Item
4.4 Present Serviceability Rating
4.5 Data item Requirements by Surface Type
4.6 HPMS Sample Panel Identification File Structure
6.4 Sample Panel Change Cause/Recommendation
1.1 State HPMS Processing Cycle
4.1 Sections/Routes (LRS) Data Linkage
4.2 At-Grade Intersection Reference Points
4.3A Grade-Separated Interchange (Gore Points)
4.3B Grade-Separated Interchange (Taper Points)
4.4 One-Way Roadway (Code "1") Example
4.5 Two-Way Roadway (Code "2") Example
4.6 Couplet (Code "3") Example
4.8 Non-Mainline (Code "5") Example
4.9 Non-Inventory Direction (Code "6") Example
4.10 Bridge (Code "1") Example
4.11 Tunnel (Code "2") Example
4.12 Causeway (Code "3") Example
4.13 Full control (Code "1"); all access via
4.14 Partial Control (Code "2"); access via
4.15 No Access Control (Code "3")
4.16 No Access Control (Code "3")
4.17 A Roadway with Four Through-Lanes
4.19 Peak-Lane Example (Peak Lanes=3)
4.20 Roundabout Configuration Example
4.22 Multiple Turn Lanes (Code "2") Example
4.23 Continuous Turn Lane (Code "3") Example
4.24 Single Turn Lane (Code "4") Example
4.25 No Exclusive Turn Lane (Code "5") Example
4.26 No Right Turn Permitted (Code "6") Example
4.27 Jug Handle Configuration Example
4.28 Multiple Turn Lanes (Code "2") Example
4.29 Multiple Turn Lanes (Code "2") Example
4.30 Continuous Turn Lane (Code "3") Example
4.31 Exclusive Turn Lane (Code "4") Example
4.32 No Exclusive Left Turn Lane (Code "5") Example
4.33 No Left Turn Permitted (Code "6") Example
4.35 Business Route (Code "3") Example
4.36 Proposed Route (Code "7") Example
4.37 Temporary Route (Code "8") Example
4.38 Peak Hour Truck Traffic vs. AADT
4.39 Uncoordinated Fixed Time (Code "1") Example
4.40 Unccordianted Traffic Actuated (Code "2") Example
4.41 Coordinated Progressive (Code "3") Example
4.43 Stop Sign Controlled Intersection
4.45 Intersection Count Example
4.46 An Example for Measuring Lane Width
4.47 An Example of Median Type = 2, Unprotected
4.48 An Example for Measauring Median Width.
4.54 Earth Shoulder Measurement
4.55 Bituminous Shoulder Measurement
4.56 Measuring Shoulders with Guardrails
4.57 Measuring Shoulders with Parking/Bike Lanes
4.58 Measuring Shoulders with Parking and Bike Lanes
4.59 Measuring Shoulders with Combined Parking/Bike Lanes
4.60 Parking on One Side (Code "1") Example
4.61 Parking on Both Sides (Code "2") Example
4.62 No Parking Allowed (Code "3") Example
4.63 Cemetery (Code "E") Obstacle Example
4.64 Major Rail Line (Code "B") Obstacle Example
4.65 Widening Potential of 9 lanes (Max)
4.67 Curve Classification Example
4.68 Level Terrain (Code "1") Example
4.69 Rolling Terrain (Code "2") Example
4.70 Mountainous Terrain (Code "3") Example
4.71 Grade Classification Example
4.77 AC Longitudinal Cracking (Inside and Outside of Wheel path)
4.78 AC Moderate Severity Longitudinal Cracking (Wheel path)
4.79 AC Chicken Wire/Alligator Fatigue Type Cracking in Wheel path
4.80 AC Low Severity Fatigue Type Cracking
4.81 AC Moderate Severity Fatigue Type Cracking
4.82 AC High Severity Fatigue Type Cracking
4.83 CRCP Fatigue Type Cracking (Punchouts)
4.84 Low Severity CRCP Punchout Cracking
4.85 Moderate Severity CRCP Punchout Cracking
4.86 High Severity CRCP Punchout Cracking
4.87 JCP Longitudinal Cracking
4.88 JCP Low Severity Longitudinal Cracking
4.89 JCP Moderate Severity Longitudinal Cracking
4.90 JCP High Severity Longitudinal Cracking
4.92 JCP Moderate Severity Transverse Cracking
4.93 JCP High Severity Transverse Cracking
4.94 AC/Composite Cracking Length
4.95 High Severity AC/Composite Reflection Cracking
4.96 Low Severity AC Transverse Cracking
4.97 Moderate Severity AC Transverse Cracking
4.98 High Severity AC Transverse Cracking
Data Item Lookup - Coding Requirements and Guidance
Inventory
Item 68 Maintenance and Operations
Route
Item 20 Alternative Route Number
Traffic
Item 21 Annual Average Daily Traffic (AADT)
Item 22 Single-Unit Truck and Bus AADT
Item 23 Percent Peak Single-Unit Trucks and Buses
Item 24 Combination Truck AADT
Item 25 Percent Peak Combination Trucks
Item 31 Number of Signalized Intersections
Item 32 Number of Stop Sign-Controlled Intersections
Item 33 Number of Intersections, Type - Other
Geometric
Item 46 Percent Passing Sight Distance
Pavement
Item 47 International Roughness Index (IRI)
Item 48 Present Serviceability Rating (PSR)
Item 54 Year of Last Improvement
Item 55 Year of Last Construction
Item 56 Last Overlay Thickness
Special Networks
Item 64 National Highway System (NHS)
Item 65 Strategic Highway Network (STRAHNET)