Highway Performance Monitoring System

FHWA > Policy Information > HPMS > HPMS Field Manual > Appendix N: Procedures for Estimating Highway Capacity 
An update of the manual is available!  HPMS Field Manual, September 2010
HPMS Field ManualAppendix N: Procedures for Estimating Highway CapacityMultilane Highway CapacityApplicationThe following procedures are applied to rural and urban multilane highways with the following characteristics:
ProcedureStep 1: Calculate Free Flow Speed (FFS) The first step in the procedure is to estimate free flow speed (FFS) of the facility. HCM Equation 211 is applied directly:
Where:
Base Free Flow Speed Base Free Flow Speed is based on the coded speed limit (Data Item 80) and guidance from the HCM 2000. To be consistent with the HCM 2000 methodology, the BFFS is not allowed to go below 40 mph or above 70 mph. This conflicts with guidance in the HCM 2000 which states that the methodology is valid for free flow speeds between 45 mph and 60 mph. However, the HCM 2000 methodology is geared to estimating performance characteristics, not capacity; for the purpose of capacity, these restrictions were relaxed.
Where: SpeedLimit is the value for Data Item 80. Adjustment Factor for Lane Width (f_{LW}) The values from HCM Exhibit 214 are used and directly based on the values of Data Item 54:
Adjustment Factor for Lateral Clearance (f_{LC}) The values from HCM Exhibit 215 are used and based on computing Total Lateral Clearance (TLC) using right and left shoulder widths. Lateral Clearance Left (LC_{L}) is computed for divided highways only (Data Item 57 >= 4 or Data Item 56 = 1 or Data Item 56 = 2). In all other cases, such as if a continuous twoway left turn lane exists (Data Item 88 = 2) or the facility is undivided, then LC_{L} is set to 6. (The median type adjustment factor accounts for the fact that the roadway is undivided.) Facilities with oneway traffic operation are considered divided highways since there is no opposing flow to interfere with traffic. For oneway facilities, left shoulder width is not coded. Therefore, a value of 6 is assumed for oneway facilities.
Where:
Once TLC is computed, the values in HCM Exhibit 215 are used. Linear interpolation is used for intermediate values: Table 4. Adjustment for Lateral Clearance
Adjustment Factor for Median Type (f_{M}) The values from HCM Exhibit 216 are used and based on whether the facility is divided or undivided. (See definition under Lateral Clearance Adjustment).
Adjustment Factor for Access Points (f_{A}) The number of access points per mile is based directly on the values of the number of atgrade intersections with no traffic control devices (Data Item 94) and section length (Data Item 30). In addition, default values for driveways per mile are also assumed. A linear equation was fit to the data in HCM Exhibit 217 and produces:
Where:
Step 2: Calculate Base Capacity (BaseCap) The Base Capacity (passenger cars per hour per lane; pcphpl) of a multilane facility is based on information found in HCM Exhibit 213. The following equations were developed based on this information:
Step 3: Determine Peak Capacity (PeakCap) The HCM 2000 procedure does not make adjustments to the Base Capacity in order to calculate level of service and performance measures. Instead, adjustments are made to the hourly demand volume. However, for HPMS, the capacity of the section, in terms of total vehicles per hour (vph), must be computed for a variety of analytic purposes. Therefore, the same factors used in the HCM 2000 to adjust volume are used to adjust base capacity. Essentially, these adjustments convert the units from passenger cars to vehicles and lower capacity to account for the effect of heavy vehicles. The procedure is based on HCM Equation 213:
Where:
Peak Hour Factor (PHF) The Peak Hour Factor is used to account for variations in flow within the peak hour. The HCM 2000 recommends defaults of 0.92 for urban facilities and 0.88 for rural facilities (Chapter 13). It also states that congested facilities have larger values (0.95 is "typical") than uncongested (unsaturated) ones. Clearly, these factors can have a large impact on capacity. However, determining if an HPMS section is congested is in fact a function of first determining its capacity. Therefore, an iterative process is used:
Table 5. Final PHF Assignment
Where:
Adjustment Factor for Heavy Vehicles (f_{HV}) The adjustment factor for heavy vehicles is based on calculating passengercar equivalents for trucks and buses. (Recreational vehicles are ignored.) HCM Equation 233 and Exhibit 238 are used:
Where:

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Updated: 04/04/2011 