16 20 Life Cycle Cost Management - Excel

Document Sample
16 20 Life Cycle Cost Management - Excel Powered By Docstoc
					       California Life-Cycle
    Benefit/Cost Analysis Model
         (Cal-B/C) Version 3.2




           $
           $


Office of Transportation Economics
Division of Transportation Planning
             June 2004
                                 CALIFORNIA LIFE-CYCLE BENEFIT/COST ANALYSIS MODEL (CAL-B/C)

    INTRODUCTION
                                                                                        worksheet. The remaining worksheets are provided for user to see, but
    This spreadsheet model provides a method for preparing a simple                     calculations are performed automatically by the model. Some projects
    economic analysis of both highway and transit projects. Given certain               (i.e., bypasses, interchanges, and connectors) require the user to enter
    input data for a project, the model calculates its life-cycle costs, life-          return, sets of highway data, since two roads are involved. The model
    cycle benefits, net present value, benefit/cost ratio, internal rate of             calculates benefits for the first road before the user enters information
    return, and payback period. Annual benefits are also calculated.                    about second road. The user clicks a button and the model clears the
                                                                                        Project Information worksheet to receive information on the other road.
    The model is arranged by worksheets and contains the following
    information, data, and results:                                                     In the process of economic analysis, some generally accepted
                                                                                        economic assumptions are necessary. These assumptions include:
    Worksheets                      Contents                                            the real and nominal discount rates, unit user costs (e.g., value of time),
    Instructions                    General model description and                       consumption rates (e.g., fuel consumption and vehicle emissions),
                                    assumptions                                         and accident rates. These assumptions are given in the Parameters
    1) Project Information          Project input data                                  worksheet and should not be changed by the user.
    2) Model Inputs                 Highway speed, volume and accident
                                    data estimated by model                             After reading the instructions in this worksheet, the user should
    3) Results                      Summary results of analysis                         proceed to the Project Information worksheet and input data for the
    Travel Time                     Calculation of travel time and induced              specific project in the green boxes (light gray when printed). The
                                    demand impacts                                      model provides default values in the red boxes (medium gray when
    Vehicle Operating Costs         Calculation of highway vehicle operating            printed). These values can be changed by the user, if information
                                    cost impacts                                        specific to the project is available. The model calculates some values
    Accident Costs                  Calculation of accident cost impacts                based on relationships or assumptions, with results shown in the
    Emissions                       Calculation of emission impacts                     blue boxes (dark gray when printed). These values can be changed
    Final Calculations              Calculation of net present value, internal          by the user.
                                    rate of return, and payback period
    Parameters                      Economic assumptions, lookup tables,             INSTRUCTIONS
                                    and other model parameters
                                                                                        User can analyze most projects simply by entering limited data on the
    The model is designed so that the user generally needs to enter data                Project Information Sheet and obtaining results on the Results page.
    only in the green boxes on the Project Information worksheet. The                   The Model Inputs page allows the user to enter more detailed data
    model estimates detailed highway speed, volume, and accident data                   and adjust estimated speeds, volumes, and accidents rates.
    for the user to review on the Model Inputs worksheet. Highway speeds
    are estimated from volumes using relationships shown in the Highway              PROJECT DATA (Box 1A)
    Capacity Manual. Other adjustments are made for weaving and
    pavement conditions. Accidents are estimated from statewide                             This section provides general information about the project and
    averages and recent data for the facility. If available, inputs from                    is used for both highway and transit projects. At the top of the
    regional planning or traffic simulation models can be entered to                        sheet, the user can enter information about the project, such
    override model calculations. Summary results are shown in Results                       as the project name, Caltrans district, and funding information.


Transportation Economics                                                                                                                                        Page 2
Caltrans DOTP                                                             Cal-B/C Instructions                                                               12/5/2010
                                CALIFORNIA LIFE-CYCLE BENEFIT/COST ANALYSIS MODEL (CAL-B/C)

    Type of Project                                                                     Highway Design
    1 Please select the appropriate type of highway or transit project                  5 Number of General Traffic Lanes: Insert number of general
       from the pull-down menu. The menu appears if user clicks on the                     purpose (not HOV or bus) lanes in both directions for the existing
       green box next to the project type.                                                 and new facilities.
                                                                                        6 Number of HOV Lanes: Insert number of HOV lanes in both
        For an interchange or bypass project, model reminds user that                      directions for the existing and new facilities. A value must be
        information must be entered for both roads impacted by project.                     provided if an HOV restriction is entered on the next row.
        After entering information for the first road, the user clicks a                7 HOV Restriction: If highway facility has/will have HOV lanes,
        button at the end of the worksheet to prepare model for                            enter the HOV restriction (e.g., 2 means 2 people per vehicle).
        information on the bypass or intersecting road. The user                           Must be entered for an HOV project. Enter for a non-HOV project,
        may also enter information for connector projects involving                        if facility has HOV lanes.
        two roads using the same button.                                                8 Exclusive ROW for Buses: If bus project, indicate (with "Y" or
                                                                                           "N") whether buses have an exclusive right-of-way. This information
    Project Location                                                                       is used to estimate emissions.
    2 Insert a 1, 2, or 3 for the appropriate region of the State. This                 9 Highway Free-Flow Speed: Insert free-flow speed for existing
       information is used to calculate emissions benefits.                                and new facilities. Model assumes new is same as existing, if not
                                                                                           entered.
    Length of Construction Period                                                       10 Ramp Design Speed: If auxiliary lane or off-ramp project, enter
    3 Insert the number of years of construction before benefits begin.                    the design speed of the appropriate on- or off-ramp. This is
       This must be a whole number (round to next higher integer).                         used to estimate the speed of traffic affected by weaving.
                                                                                        11 Highway Segment: Insert segment length for existing and new
    Length of Peak Period                                                                  facility. Model assumes new is same as existing, if not entered.
    4 Insert the number of peak period hours per typical day. The model                 12 Affected Area: The model estimates an area affected by the
       provides a default of 5 hours (statewide average from Statewide                     project. In most cases, this equals the segment length. For passing
       Travel Survey). Model estimates total % daily traffic occurring                     lane projects, the default affected area is 3 miles longer than the
       during peak period by multiplying peak length by % traffic occurring                project area. For auxiliary lane and off-ramp projects, the default
       during a typical peak hour (7.8% from Statewide Travel Survey).                     affected area is 1500 feet. For connectors and HOV drop ramps,
       Model does not distinguish between weekdays and weekends.                           default affected area is 3250 feet. User can change these lengths.

        For peak periods longer than 8 hours, default % must be adjusted                Average Daily Traffic (ADT)
        in Parameters. To model a 24-hour HOV, figures must be adjusted                 13 Current: For most projects, insert current two-way ADT on
        so peak is 100% of ADT. To model a ramp metering project, user                     facility. For operational improvements, enter only the one-way
        should enter the number of hours per day that metering is                          ADT applicable to the project.
        operational.                                                                    14 Forecast (Year 20): Insert projected ADT for 20 years after
                                                                                           construction completion for the facility with and without project.
 HIGHWAY DESIGN AND TRAFFIC DATA (Box 1B)                                                  Model assumes with is the same as without, if not entered.

        Statewide default values are provided for some inputs for                           The model uses the current and forecasted ADT to estimate
        transit projects.                                                                   annual traffic for 20 years after construction, assuming a
                                                                                            linear trend. User can change base (Year 1) forecasts.

Transportation Economics                                                                                                                                           Page 3
Caltrans DOTP                                                             Cal-B/C Instructions                                                                  12/5/2010
                                CALIFORNIA LIFE-CYCLE BENEFIT/COST ANALYSIS MODEL (CAL-B/C)

    Average Hourly HOV Traffic                                                       Average Vehicle Occupancy
    15 Insert hourly HOV volumes on the facility with and without                    22 Model provides default values (from Statewide Travel Survey).
       project for a typical peak hour.                                                 The figures change automatically, depending on whether HOV
                                                                                        lanes are present. Adjust if project-specific data are available.
    Percent Traffic in Weave
    16 For operational improvements, insert the % traffic affected by             HIGHWAY ACCIDENT DATA (Box 1C)
       weaving. Model suggests a % based on the type of project. For
       auxiliary lanes, traffic in the 2 right-most lanes is assumed to be               Statewide default values are provided for transit projects. The
       affected. For off-ramp widening, traffic in the 3 right-most lanes                model uses information provided to calculate accident rates
       is assumed. For freeway connectors, 2.5% of all traffic is                        for each accident type in the Model Inputs worksheet.
       assumed. For HOV connectors and drop ramps, 4% of HOV
       traffic is assumed. Users can change the values for actual                    Actual 3-Year Accident Data for Facility
       project conditions.                                                           23 Insert the total number of fatal, injury, and property damage only
                                                                                        accidents on the segment over the 3 most recent years.
    Percent Trucks
    17 Insert estimated % of ADT that is trucks with and without project.            Statewide Average for Highway Classification
       Model provides a default value of 9% (statewide average).                     24 Insert statewide average accident rates per million vehicle-miles
                                                                                        for road classifications similar to existing and proposed facilities.
    Truck Speed                                                                         Include Base Rate and ADT Factor where applicable.
    18 If passing lane project, enter estimated speed (in MPH) for                   25 Insert statewide % of accidents that are fatal and injury accidents
       slow vehicles (trucks, recreational vehicles, etc.). Values must                 for road classifications similar to existing and proposed facilities.
       be entered for passing lane projects.
                                                                                         The model uses adjustment factors (the ratio of actual rates to
    On-Ramp Volume                                                                       statewide rates for existing facility) to estimate accident rates
    19 Hourly Ramp Volume: If auxiliary lane or on-ramp widening                         by accident type for the new road classification. Additional
       project, insert the average hourly ramp volume. This is used to                   adjustments (accident savings) are made for highway TMS
       estimate the volume of traffic affected by weaving for auxiliary                  projects. Results are presented in the Model Inputs worksheet
       lanes and the effectiveness of ramp metering for on-ramp                          and can be changed by the user.
       widening projects. No entry needs to be made for ramp metering
       projects.                                                                  TRANSIT DATA (Box 1D)
    20 Metering Strategy: If on-ramp widening project, enter 1, 2, or
       3 for the number of vehicles allowed per green signal. Enter "D"                  This section is used only for transit projects.
       for dual metering. No entry should be made for ramp metering
       projects.                                                                     Annual Person-Trips
                                                                                     26 Base (Year 1): Insert estimated annual transit person-trips for
    Pavement Condition (for Pavement Rehab. Projects)                                   first year after construction completion with and without project.
    21 If pavement rehabilitation project, enter base (Year 1) International            For a transit TMS project, enter only person-trips on routes affected.
       Roughness Index (IRI) with and without project. Model will calculate             If the routes are substantially different, the benefits analysis should
       Year 20 values using standard parameters unless entered by user.                 be split into pieces.


Transportation Economics                                                                                                                                        Page 4
Caltrans DOTP                                                          Cal-B/C Instructions                                                                  12/5/2010
                                CALIFORNIA LIFE-CYCLE BENEFIT/COST ANALYSIS MODEL (CAL-B/C)

    27 Forecast (Year 20): Insert forecasted annual transit person-                    Transit Agency Costs (for Transit TMS Projects)
       trips for 20 years after construction completion with and without               36 Annual Capital Expenditure: If transit TMS project, insert
       project.                                                                           annual agency capital expenditures for routes impacted by project.
                                                                                          Model calculates cost reductions for the new expenditures due to
    Percent Trips during Peak Period                                                      transit TMS. Agency cost savings are entered automatically as a
    28 Insert % annual person-trips that occur during peak period.                        negative cost in Box 1E.
                                                                                       37 Annual Ops. and Maintenance Expenditure: If transit TMS
    Percent New Trips from Parallel Highway                                               project, insert the annual average operating and maintenance
    29 Insert % new annual transit person-trips originating on parallel                   costs for routes impacted by project. Model calculates cost
       highway.                                                                           reductions for new expenditures due to transit TMS. Agency
                                                                                          cost savings are entered automatically as a negative cost in
    Annual Vehicle-Miles                                                                  Box 1E.
    30 Base (Year 1): Insert estimated annual vehicle-miles for first
       year after construction completion with and without project.                 PROJECT COSTS (Box 1E)
       For passenger rail projects, multiply the number of train-miles
       by the average number of train cars per consist.                                    Net project costs should be entered in the years they are expected
    31 Forecast (Year 20): Insert forecasted annual vehicle-miles                          to occur. Costs should be entered for construction period and
       for 20 years after construction completion with and without                         for twenty years after construction completion. Construction
       project.                                                                            Year 0 is the first year that costs are incurred.

    Average Vehicles per Train                                                         38 Insert project's initial costs in constant (Year 2000) dollars for
    32 If passenger rail project, insert the average number of train cars                 project development, right-of-way, and construction. The number
       per consist. This is used to calculate emissions.                                  of construction years with costs should equal the length of the
                                                                                          construction period (Box 1A, Input 5).
    Reduction in Transit Accidents                                                     39 Insert estimated future incremental maintenance/operating and
    33 If project affects transit safety, insert estimated percent accident               rehabilitation costs in constant (Year 2000) dollars. These figures
       reduction due to project. Increases should be entered as a                         should be entered in the years after the project opens.
       negative %.                                                                     40 Insert estimated mitigation costs (e.g., wetlands, community,
                                                                                          soundwalls) in constant (Year 2000) dollars during construction
    Average Transit Travel Time                                                           and for 20 years after construction completion.
    34 In-Vehicle: Insert average in-vehicle transit travel time in                    41 Model adds annual agency cost savings due to transit TMS
       minutes during peak and non-peak periods for the existing and                      automatically.
       new facilities. For TMS Projects, insert the average for all transit            42 Insert any other costs not already included.
       routes impacted. Model assumes new is same as existing for
       most projects. Signal priority and bus rapid transit projects reduce         HIGHWAY SPEED AND VOLUME INPUTS (Box 2A)
       travel time. User can adjust new travel times.
    35 Out-of-Vehicle: Insert average out-of-vehicle transit travel time                   This section allows user to review detailed speed and volume
       in minutes during peak and non-peak periods. Model monetizes                        data estimated by the model. These values are estimated from
       out-of-vehicle travel time at a higher value.                                       the inputs provided in the Project Information sheet.


Transportation Economics                                                                                                                                     Page 5
Caltrans DOTP                                                            Cal-B/C Instructions                                                             12/5/2010
                                    CALIFORNIA LIFE-CYCLE BENEFIT/COST ANALYSIS MODEL (CAL-B/C)

    43 User may enter new speed and volume data for the highway in                  RAMP AND ARTERIAL INPUTS (Box 2C)
       the green boxes to override model calculations, if detailed data
       are available from a regional planning or micro-simulation model.                   This section allows users to enter detailed arterial information for
       The model estimates speeds and volumes on highway for HOVs,                         an arterial signal management project or detailed ramp and arterial
       non-HOVs, weaving vehicles, and trucks during the peak and non-                     data for a highway TMS project.
       peak periods in Year 1 and Year 20 with and without the project
       Speeds are estimated using a BPR curve. Adjustments are made                    49 Detailed Information Available: Input "Y" if detailed arterial
       to speed and volumes to account for weaving, transit mode shifts,                  and/or ramp data are available. Model automatically selects "Y"
       pavement condition, and TMS projects.                                              if other data are inputted. User should enter detailed ramp and
    44 If TMS project and detailed simulation data are available, the                     arterial data for TMS highway project if detailed highway data are
       highway results should be inputted in the green cells. The model                   entered in Box 2A.
       will use the data in place of the figures estimated by the model.               50 Aggregate Segment Length: Input the total segment lengths
                                                                                          for the ramps and arterials. These can be estimated from model
 HIGHWAY ACCIDENT RATES (Box 2B)                                                          data as VMT/total volume.

        User may also adjust accident rates calculated by the model.                   51 User may enter speeds and volumes on ramps and arterials during
                                                                                          peak and non-peak periods in Year 1 and Year 20 with and without
    45 Existing Facilities: Fatality, injury and PDO accident rates for                   the project. If arterial signal management project, user must enter
       the existing facility are estimated using inputs from Box 1C of the                arterial data. User benefits are estimated assuming all vehicles are
       Project Information sheet. User may change these rates in the                      automobiles.
       green boxes.
    46 Weaving or TMS Safety Improvement: Model assumes                            NEXT STEPS
       an overall safety improvement for off-ramp and ramp metering
       projects. User may adjust this percentage.                                      52 For bypass, interchange, and connector projects, click button on
    47 Adjustment Factor: User may change the ratios of facility                          Project Information page after data for the first road are verified.
       accident rates to statewide averages, which are used in calculating                Enter data for the second road in Boxes 1B and 1C. As with the
       rates for the new facility. These factors are also adjusted by the                 first road, detailed data may be verified on Model Inputs page. User
       weaving or TMS safety improvement factor.                                          may want to save an interim version of the analysis before clicking
    48 New Facility: User may modify the fatality, injury, and PDO                        button.
       accident rates for the new facility. Model estimates these accident
       rates using statewide average rates and the adjustment factors.                 53 Summary results are available immediately in the Results worksheet.




                           For questions and comments, please contact:             Kazem Attaran            (916) 653-0709 kazem_attaran@dot.ca.gov
                                                                                   Mahmoud Mahdavi          (916) 653-9525 mahmoud_mahdavi@dot.ca.gov




Transportation Economics                                                                                                                                      Page 6
Caltrans DOTP                                                            Cal-B/C Instructions                                                              12/5/2010
                           District:                        HQ
                                                                                                                                                                                                        EA:
                           PROJECT:                         Hypothetical Project                                                                                                                        PPNO:


                             1A                                       PROJECT DATA                                                                  1C                        HIGHWAY ACCIDENT DATA
                           Type of Project                                                                                                         Actual 3-Year Accident Data for Facility
                                       Select project type from list                                                                                                                                         Count (No.)     Rate
                                                                                                                                                         Fatal Accidents                                                     0.01
                           Project Location         (enter 1 for So. Cal., 2 for No. Cal., or 3 for rural)                                               Injury Accidents                                                    0.34
                                                                                                                                                         Property Damage Only (PDO) Accidents                                0.69
                           Length of Construction Period                                                years
                                                                                            Existing                                               Statewide Average for Highway Classification
                           Length of Peak Period(s) (up to 8 hrs)                              5        hours                                                                                                 Existing       New
                                                                                                                                                         Accident Rate (per million vehicle-miles)
                                                                                                                                                         Percent Fatal Accidents
                                                                                                                                                         Percent Injury Accidents
                             1B                  HIGHWAY DESIGN AND TRAFFIC DATA
                           Highway Design                                                                    Existing        New
                                       Number of General Traffic Lanes                                                                             1D                                TRANSIT DATA
                                       Number of HOV Lanes
                                       HOV Restriction (2 or 3)                                                                                    Annual Person-Trips                                       w/o Project   w/ Project
                                       Exclusive ROW for Buses (y/n)                                           N                                                            Base (Year 1)
                                                                                                                                                                            Forecast (Year 20)
                                       Highway Free-Flow Speed                                                                0                    Percent Trips during Peak Period                            39%
                                       Ramp Design Speed (if aux. lane/off-ramp proj.)                        35             35                    Percent New Trips from Parallel Highway                                  100%
                                       Length (in miles) Highway Segment                                                     0.0
                                                         Affected Area                                        0.0            0.0                   Annual Vehicle-Miles                                      w/o Project   w/ Project
                                                                                                                                                                            Base (Year 1)
                           Average Daily Traffic                                                                                                                            Forecast (Year 20)
                                                            Current                                                                                Average Vehicles/Train (if rail project)
                                                                                                         w/o Project      w/ Project
                                                            Base (Year 1)                                       0             0                    Reduction in Transit Accidents
                                                            Forecast (Year 20)                                                0                          Percent Reduction (if safety project)
                           Average Hourly HOV Traffic (if HOV lanes)                                                          0
                           Percent Traffic in Weave (if oper. improvement)                                                                         Average Transit Travel Time                                Existing       New
                           Percent Trucks (include RVs, if applicable)                                        9%             9%                          In-Vehicle         Non-Peak (in minutes)                            0.0
                           Truck Speed (if passing lane project)                                                                                                            Peak (in minutes)                                0.0
                                                                                                                                                         Out-of-Vehicle     Non-Peak (in minutes)               0.0          0.0
                           On-Ramp Volume                                                                     Peak        Non-Peak                                          Peak (in minutes)                   0.0          0.0
                                       Hourly Ramp Volume (if aux. lane/on-ramp proj.)                         0              0
                                       Metering Strategy (1, 2, 3, or D, if on-ramp proj.)                                                         Transit Agency Costs (if TMS project)                      Existing       New
                                                                                                                                                         Annual Capital Expenditure                                          $0
                           Pavement Condition (if pavement project)                                      w/o Project      w/ Project                     Annual Ops. and Maintenance Expenditure                             $0
                                       IRI (inches/mile)    Base (Year 1)
                                                            Forecast (Year 20)
                                                                                                                                                Model should be run for both roads for intersection or bypass highway projects, and
                           Average Vehicle Occupancy                                                         Existing        New                may be run twice for connectors. Press button below to prepare model to enter
                                       General Traffic Non-Peak                                               1.48          1.48                data for second road. After data are entered, results reflect total project benefits.
                                                       Peak                                                   1.38          1.38
                                       High Occupancy Vehicle (if HOV lanes)                                  0.00          0.00                                             Prepare Model for Second Road




Transportation Economics                                                                                                      Cal-B/C - 1) Project Information                                                                             Page 7
Caltrans DOTP                                                                                                           fbbe4855-b207-432d-b371-f24c248034bb.xls                                                                        12/5/2010
                                       Enter all project costs (in today's dollars) in columns 1 to 7. Costs during construction should be entered in the first eight rows.
                                       Project costs (including maintenance and operating costs) should be net of costs without project.



                              1E                                                                        PROJECT COSTS
                            Col. no.          (1)             (2)               (3)               (4)                (5)              (6)              (7)
                                                                DIRECT PROJECT COSTS                                                                Transit
                                                        INITIAL COSTS                         SUBSEQUENT COSTS                                      Agency                 TOTAL COSTS
                             Year        Project                                               Maint./                                               Cost           Constant             Present
                                         Support             R/W          Construction           Op.              Rehab.          Mitigation        Savings          Dollars              Value
                           Construction Begins
                               0                                                                <-- Must enter a cost -->                                                       $0                  $0
                               1                                                                                                                                                 0                   0
                               2                                                                                                                                                 0                   0
                               3                                                                                                                                                 0                   0
                               4                                                                                                                                                 0                   0
                               5                                                                                                                                                 0                   0
                               6                                                                                                                                                 0                   0
                               7                                                                                                                                                 0                   0
                           Project Opens
                               1                                                                                                                                                $0                  $0
                               2                                                                                                                                                 0                   0
                               3                                                                                                                                                 0                   0
                               4                                                                                                                                                 0                   0
                               5                                                                                                                                                 0                   0
                               6                                                                                                                                                 0                   0
                               7                                                                                                                                                 0                   0
                               8                                                                                                                                                 0                   0
                               9                                                                                                                                                 0                   0
                              10                                                                                                                                                 0                   0
                              11                                                                                                                                                 0                   0
                              12                                                                                                                                                 0                   0
                              13                                                                                                                                                 0                   0
                              14                                                                                                                                                 0                   0
                              15                                                                                                                                                 0                   0
                              16                                                                                                                                                 0                   0
                              17                                                                                                                                                 0                   0
                              18                                                                                                                                                 0                   0
                              19                                                                                                                                                 0                   0
                              20                                                                                                                                                 0                   0
                             Total               $0                 $0                $0                 $0                 $0               $0              $0                 $0                  $0




                                                                                                                                            Present Value = Future Value (in Constant Dollars)
                                                                                                                                                                 ( 1 + Real Discount Rate) ^ Year




Transportation Economics                                                                         Cal-B/C - 1) Project Information                                                                           Page 8
Caltrans DOTP                                                                              fbbe4855-b207-432d-b371-f24c248034bb.xls                                                                      12/5/2010
                             2A                                  HIGHWAY SPEED AND VOLUME INPUTS

                                                          Calculated by        Changed            Used for Proj.
                                                             Model             by User               Eval.             Reason for Change
                           Without Project
                              Year 1
                                 Peak Period
                                     HOV Volume                         0                                        0
                                     Non-HOV Volume                     0                                        0
                                     Weaving Volume                     0                                        0
                                     Truck Volume                       0                                        0
                                     HOV Speed                       55.0                                     55.0
                                     Non-HOV Speed                   55.0                                     55.0
                                     Weaving Speed                   55.0                                     55.0
                                     Truck Speed                     55.0                                     55.0

                                  Non-Peak Period
                                    Non-HOV Volume                      0                                        0
                                    Weaving Volume                      0                                        0
                                    Truck Volume                        0                                        0
                                    Non-HOV Speed                    55.0                                     55.0
                                    Weaving Speed                    55.0                                     55.0
                                    Truck Speed                      55.0                                     55.0

                             Year 20
                                Peak Period
                                   HOV Volume                           0                                        0
                                   Non-HOV Volume                       0                                        0
                                   Weaving Volume                       0                                        0
                                   Truck Volume                         0                                        0
                                   HOV Speed                         55.0                                     55.0
                                   Non-HOV Speed                     55.0                                     55.0
                                   Weaving Speed                     55.0                                     55.0
                                   Truck Speed                       55.0                                     55.0

                                  Non-Peak Period
                                    Non-HOV Volume                      0                                        0
                                    Weaving Volume                      0                                        0
                                    Truck Volume                        0                                        0
                                    Non-HOV Speed                    55.0                                     55.0
                                    Weaving Speed                    55.0                                     55.0
                                    Truck Speed                      55.0                                     55.0


                           With Project
                              Year 1
                                 Peak Period
                                     HOV Volume                         0                                        0
                                     Non-HOV Volume                     0                                        0
                                     Weaving Volume                     0                                        0
                                     Truck Volume                       0                                        0
                                     HOV Speed                       55.0                                     55.0
                                     Non-HOV Speed                   55.0                                     55.0
                                     Weaving Speed                   55.0                                     55.0
                                     Truck Speed                     55.0                                     55.0

                                  Non-Peak Period
                                    Non-HOV Volume                      0                                        0
                                    Weaving Volume                      0                                        0
                                    Truck Volume                        0                                        0
                                    Non-HOV Speed                    55.0                                     55.0
                                    Weaving Speed                    55.0                                     55.0
                                    Truck Speed                      55.0                                     55.0

                             Year 20
                                Peak Period
                                   HOV Volume                           0                                        0
                                   Non-HOV Volume                       0                                        0
                                   Weaving Volume                       0                                        0
                                   Truck Volume                         0                                        0
                                   HOV Speed                         55.0                                     55.0
                                   Non-HOV Speed                     55.0                                     55.0
                                   Weaving Speed                     55.0                                     55.0
                                   Truck Speed                       55.0                                     55.0

                                  Non-Peak Period
                                    Non-HOV Volume                      0                                        0
                                    Weaving Volume                      0                                        0
                                    Truck Volume                        0                                        0
                                    Non-HOV Speed                    55.0                                     55.0
                                    Weaving Speed                    55.0                                     55.0
                                    Truck Speed                      55.0                                     55.0




                    Model speed estimates based on Highway Capacity Manual, pavement research, and research on weaving impacts




Transportation Economics                                                             Cal-B/C - 2) Model Inputs                                Page 9
Caltrans DOTP                                                               fbbe4855-b207-432d-b371-f24c248034bb.xls                       12/5/2010
                              2B                                                  HIGHWAY ACCIDENT RATES

                                                                 Calculated by          Changed           Used for Proj.
                                                                    Model               by User              Eval.            Reason for Change
                           Existing Facility
                                  Fatal Accidents                          0.01                                        0.01
                                  Injury Accidents                         0.34                                        0.34
                                  PDO Accidents                            0.69                                        0.69
                              All Accident Types                           1.04

                           Weaving or TMS Safety Improvement                                        0% reduction

                           Adjustment Factor (Actual/Statewide Avg. Existing)
                                 Fatal Accidents                          1.00                                         1.00
                                 Injury Accidents                         1.00                                         1.00
                                 PDO Accidents                            1.00                                         1.00

                           New Facility
                                 Fatal Accidents                           0.01                                        0.01
                                 Injury Accidents                          0.34                                        0.34
                                 PDO Accidents                             0.69                                        0.69
                             All Accident Types                            1.04




                              2C                                                 RAMP AND ARTERIAL INPUTS
                                                           (if detailed information is available for a TMS or an arterial signal management project)


                           Detailed Information Available? (y/n)                            N

                           Aggregate Segment Length (estimate as VMT/total volume)
                                   All Ramps                                                            miles
                                   Arterials                                                            miles


                                                                                         Entered             Used for
                                                                                         by User            Proj. Eval.       Source/Notes
                           Without Project (Peak Period Only)
                              Year 1
                                     Aggregate Ramp Volume                                                                0
                                     Aggregate Arterial Volume                                                            0
                                     Average Ramp Speed                                                                 5.0
                                     Average Arterial Speed                                                             5.0

                              Year 20
                                    Aggregate Ramp Volume                                                                 0
                                    Aggregate Arterial Volume                                                             0
                                    Average Ramp Speed                                                                  5.0
                                    Average Arterial Speed                                                              5.0


                           With Project (Peak Period Only)
                              Year 1
                                     Aggregate Ramp Volume                                                                0
                                     Aggregate Arterial Volume                                                            0
                                     Average Ramp Speed                                                                 5.0
                                     Average Arterial Speed                                                             5.0

                              Year 20
                                    Aggregate Ramp Volume                                                                 0
                                    Aggregate Arterial Volume                                                             0
                                    Average Ramp Speed                                                                  5.0
                                    Average Arterial Speed                                                              5.0




Transportation Economics                                                                   Cal-B/C - 2) Model Inputs                                    Page 10
Caltrans DOTP                                                                     fbbe4855-b207-432d-b371-f24c248034bb.xls                             12/5/2010
    District:           HQ
                                                                                                                           EA:
    PROJECT:            Hypothetical Project                                                                               PPNO:




                    3                                             INVESTMENT ANALYSIS
                                                                          SUMMARY RESULTS

                                                                                                                             Average       Total Over
                           Life-Cycle Costs (mil. $)                 $0.0                 ITEMIZED BENEFITS (mil. $)         Annual         20 Years
                           Life-Cycle Benefits (mil. $)              $0.0                    Travel Time Savings                   $0.0          $0.0
                           Net Present Value (mil. $)                $0.0                    Veh. Op. Cost Savings                 $0.0          $0.0
                           Benefit / Cost Ratio:                  #DIV/0!                    Accident Cost Savings                 $0.0          $0.0
                           Rate of Return on Investment:          #NUM!                      Emission Cost Savings                 $0.0          $0.0
                           Payback Period:                       21 years                 TOTAL BENEFITS                           $0.0          $0.0

                                                                                          Person Hours of Delay Saved                  0                0




                                           Should results include:
                                               1) Induced Travel? (y/n)                                          Y
                                                                                                             Default = Y
                                               2) Vehicle Emissions? (y/n)                                       N
                                                                                                             Default = N




Transportation Economics                                                     Cal-B/C - 3) Results                                                            Page 11
Caltrans DOTP                                                     fbbe4855-b207-432d-b371-f24c248034bb.xls                                                  12/5/2010
       C                                                  SUMMARY OF TRAVEL TIME BENEFITS



                                                                               HIGHWAY

     Year            Peak          Peak          Peak          Peak               Peak             Peak           Non-Peak     Non-Peak     Non-Peak
                     HOV         Non-HOV        Weaving        Truck              Ramp            Arterial        Non-HOV      Weaving       Truck
       1                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      20                    $0             $0             $0           $0                    $0              $0           $0           $0           $0

       2                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       3                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       4                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       5                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       6                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       7                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       8                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
       9                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      10                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      11                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      12                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      13                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      14                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      15                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      16                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      17                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      18                    $0             $0             $0           $0                    $0              $0           $0           $0           $0
      19                    $0             $0             $0           $0                    $0              $0           $0           $0           $0

     Total                  $0             $0             $0           $0                    $0              $0           $0           $0           $0




Transportation Economics                                                                                                                            Page 12
Caltrans DOTP                                                          Cal-B/C Travel Time                                                         12/5/2010
                 C                                  SUMMARY OF TRAVEL TIME BENEFITS (continued)



                                                  TRANSIT                                    Present
                                                                                           HIGHWAY
                                                                                             Value of                         Total
               Year           Peak          Peak         Non-Peak       Non-Peak           Travel Time     Constant         Per-Hrs of
                           In-Vehicle     Out-of-Veh     In-Vehicle     Out-of-Veh           Benefits       Dollars        Delay Saved
                 1                   $0             $0             $0             $0                  $0              $0               0
                20                   $0             $0             $0             $0                  $0              $0               0

                 2                  $0             $0             $0               $0                $0               $0              0
                 3                  $0             $0             $0               $0                $0               $0              0
                 4                  $0             $0             $0               $0                $0               $0              0
                 5                  $0             $0             $0               $0                $0               $0              0
                 6                  $0             $0             $0               $0                $0               $0              0
                 7                  $0             $0             $0               $0                $0               $0              0
                 8                  $0             $0             $0               $0                $0               $0              0
                 9                  $0             $0             $0               $0                $0               $0              0
                10                  $0             $0             $0               $0                $0               $0              0
                11                  $0             $0             $0               $0                $0               $0              0
                12                  $0             $0             $0               $0                $0               $0              0
                13                  $0             $0             $0               $0                $0               $0              0
                14                  $0             $0             $0               $0                $0               $0              0
                15                  $0             $0             $0               $0                $0               $0              0
                16                  $0             $0             $0               $0                $0               $0              0
                17                  $0             $0             $0               $0                $0               $0              0
                18                  $0             $0             $0               $0                $0               $0              0
                19                  $0             $0             $0               $0                $0               $0              0

               Total                $0             $0             $0               $0                $0               $0              0




Transportation Economics                                                                                                                    Page 13
Caltrans DOTP                                                            Cal-B/C Travel Time                                               12/5/2010
 C                                                                         SUMMARY OF VEHICLE OPERATING COST BENEFITS



                                                                         HIGHWAY                                                                            TRANSIT            Present
                                                                                                                                                                               Value of
Year           Peak                  Peak          Peak          Peak           Peak           Non-Peak              Non-Peak         Non-Peak      Peak          Non-Peak   Veh Op Cost        Constant
               HOV                 Non-HOV        Weaving        Truck         Arterial        Non-HOV               Weaving           Truck       Period          Period      Benefits          Dollars
  1                     $0                   $0             $0           $0               $0           $0                    $0               $0      -               -                 $0                 $0
 20                     $0                   $0             $0           $0               $0           $0                    $0               $0      -               -                 $0                 $0

  2                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  3                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  4                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  5                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  6                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  7                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  8                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
  9                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 10                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 11                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 12                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 13                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 14                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 15                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 16                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 17                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 18                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0
 19                     $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0

Total                   $0                   $0             $0           $0               $0               $0                    $0           $0     -                -                $0                  $0




        Transportation Economics                                                                                                                                                              Page 14
        Caltrans DOTP                                                                          Cal-B/C Vehicle Operating Costs                                                               12/5/2010
 C                                                                   SUMMARY OF ACCIDENT REDUCTION BENEFITS



                                                                         HIGHWAY                                                                  TRANSIT        Present
                                                                                                                                                                 Value of
Year             Peak                Peak          Peak          Peak           Peak                Non-Peak            Non-Peak     Non-Peak       All          Accident        Constant
                 HOV               Non-HOV        Weaving        Truck         Arterial             Non-HOV             Weaving       Truck       Periods        Benefits         Dollars
 1                        $0                 $0             $0            $0              $0                $0                  $0           $0             $0              $0               $0
20                        $0                 $0             $0            $0              $0                $0                  $0           $0             $0              $0               $0

 2                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 3                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 4                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 5                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 6                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 7                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 8                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
 9                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
10                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
11                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
12                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
13                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
14                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
15                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
16                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
17                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
18                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0
19                        $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0

Total                     $0                 $0             $0            $0              $0                    $0              $0           $0             $0              $0               $0




        Transportation Economics                                                                                                                                                  Page 15
        Caltrans DOTP                                                                          Cal-B/C Accident Costs                                                            12/5/2010
      C                                SUMMARY OF EMISSION REDUCTION BENEFITS                                                         SU



                                                              HIGHWAY

    Year            Peak     Peak     Peak     Peak              Peak            Peak      Non-Peak   Non-Peak   Non-Peak
                    HOV    Non-HOV   Weaving   Truck             Ramp           Arterial   Non-HOV    Weaving     Truck
     1              #N/A     #N/A     #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     20             #N/A     #N/A     #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A

     2              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     3              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     4              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     5              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     6              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     7              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     8              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     9              #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     10             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     11             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     12             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     13             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     14             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     15             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     16             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     17             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     18             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A
     19             #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A

    Total           #N/A    #N/A      #N/A     #N/A                        $0    #N/A        #N/A       #N/A       #N/A

  * Emissions Benefits Not Counted




Transportation Economics                                                                                                   Page 16
Caltrans DOTP                                          Cal-B/C Emissions                                                  12/5/2010
                             C              SUMMARY OF EMISSION REDUCTION BENEFITS (continued)



                                                         TRANSIT                                     Present
                                                                                                 HIGHWAY
                                                                                                    Value of
                            Year     Peak       Non-Peak      Passenger                  Light      Emission         Constant
                                     Bus          Bus            Rail                     Rail      Benefits*         Dollars
                            1        #N/A         #N/A          #N/A                     #N/A                   $0              $0
                            20       #N/A         #N/A          #N/A                     #N/A                   $0              $0

                            2        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            3        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            4        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            5        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            6        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            7        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            8        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            9        #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            10       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            11       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            12       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            13       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            14       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            15       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            16       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            17       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            18       #N/A         #N/A             #N/A                  #N/A                   $0              $0
                            19       #N/A         #N/A             #N/A                  #N/A                   $0              $0

                            Total    #N/A         #N/A             #N/A                  #N/A                   $0              $0

                           * Emissions Benefits Not Counted




Transportation Economics                                                                                                              Page 17
Caltrans DOTP                                                        Cal-B/C Emissions                                               12/5/2010
               A                                                                    NET PRESENT VALUE CALCULATION



                                  PRESENT VALUE OF USER BENEFITS                            PRESENT VALUE OF USER BENEFITS                Present         Present
                                                                                                      (on other road)                      Value           Value
                        Travel         Vehicle                          Vehicle      Travel      Vehicle                      Vehicle     of Total        of Total          NET
             Year        Time          Op. Cost         Accident       Emission       Time      Op. Cost          Accident   Emission      User           Project         PRESENT
                       Savings         Savings         Reductions     Reductions    Savings      Savings         Reductions Reductions    Benefits         Costs           VALUE
           Construction Begins
              0                                                                                                                                      $0              $0             $0
              1                                                                                                                                      $0              $0             $0
              2                                                                                                                                      $0              $0             $0
              3                                                                                                                                      $0              $0             $0
              4                                                                                                                                      $0              $0             $0
              5                                                                                                                                      $0              $0             $0
              6                                                                                                                                      $0              $0             $0
              7                                                                                                                                      $0              $0             $0
           Project Opens
              1                  $0               $0             $0            $0                                                                    $0              $0             $0
              2                  $0               $0             $0            $0                                                                    $0              $0             $0
              3                  $0               $0             $0            $0                                                                    $0              $0             $0
              4                  $0               $0             $0            $0                                                                    $0              $0             $0
              5                  $0               $0             $0            $0                                                                    $0              $0             $0
              6                  $0               $0             $0            $0                                                                    $0              $0             $0
              7                  $0               $0             $0            $0                                                                    $0              $0             $0
              8                  $0               $0             $0            $0                                                                    $0              $0             $0
              9                  $0               $0             $0            $0                                                                    $0              $0             $0
             10                  $0               $0             $0            $0                                                                    $0              $0             $0
             11                  $0               $0             $0            $0                                                                    $0              $0             $0
             12                  $0               $0             $0            $0                                                                    $0              $0             $0
             13                  $0               $0             $0            $0                                                                    $0              $0             $0
             14                  $0               $0             $0            $0                                                                    $0              $0             $0
             15                  $0               $0             $0            $0                                                                    $0              $0             $0
             16                  $0               $0             $0            $0                                                                    $0              $0             $0
             17                  $0               $0             $0            $0                                                                    $0              $0             $0
             18                  $0               $0             $0            $0                                                                    $0              $0             $0
             19                  $0               $0             $0            $0                                                                    $0              $0             $0
             20                  $0               $0             $0            $0                                                                    $0              $0             $0

             Total               $0               $0             $0            $0          $0                      $0           $0   $0              $0              $0             $0

                                 0 Person Hours of Delay Saved                                    Person Hours of Delay Saved




Transportation Economics                                                                                                                                                                  Page 18
Caltrans DOTP                                                                                   Cal-B/C Final Calculations                                                               12/5/2010
      B                                                                INTERNAL RATE OF RETURN ON INVESTMENT AND PAYBACK PERIOD



                           USER BENEFITS IN CONSTANT DOLLARS                         USER BENEFITS IN CONSTANT DOLLARS                                    Total
                                                                                                (on other road)                                          Project           ANNUAL      CUMULATIVE
               Travel            Vehicle                         Vehicle      Travel        Vehicle                     Vehicle      Total              Costs in           RETURNS      RETURNS
    Year        Time             Op. Cost         Accident      Emission       Time        Op. Cost         Accident   Emission      User               Constant             ON          AFTER
              Savings            Savings         Reductions    Reductions    Savings       Savings         Reductions Reductions    Benefits             Dollars         INVESTMENT    PROJ OPENS
  Construction Begins
      0                                                                                                                                        $0                  $0             $0
      1                                                                                                                                        $0                  $0             $0
      2                                                                                                                                        $0                  $0             $0
      3                                                                                                                                        $0                  $0             $0
      4                                                                                                                                        $0                  $0             $0
      5                                                                                                                                        $0                  $0             $0
      6                                                                                                                                        $0                  $0             $0
      7                                                                                                                                        $0                  $0             $0
  Project Opens
      1                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      2                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      3                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      4                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      5                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      6                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      7                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      8                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
      9                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     10                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     11                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     12                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     13                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     14                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     15                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     16                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     17                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     18                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     19                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0
     20                    $0               $0            $0            $0                                                                     $0                  $0             $0                  $0

   Total                   $0               $0            $0            $0          $0               $0                  $0    $0              $0                  $0             $0


                                                                                                                                                    Total Construction Costs                          $0




Transportation Economics                                                                                                                                                                   Page 19
Caltrans DOTP                                                                               Cal-B/C Final Calculations                                                                    12/5/2010
                              Years          ANNUAL
                              After          RETURNS
                           Construction        ON
                             Begins        INVESTMENT
                                0                    $0
                                1                    $0
                                2                    $0
                                3                    $0
                                4                    $0
                                5                    $0
                                6                    $0
                                7                    $0
                                8                    $0
                                9                    $0
                               10                    $0
                               11                    $0
                               12                    $0
                               13                    $0
                               14                    $0
                               15                    $0
                               16                    $0
                               17                    $0
                               18                    $0
                               19                    $0
                               20                    $0
                               21                    $0
                               22                    $0
                               23                    $0
                               24                    $0
                               25                    $0
                               26                    $0
                               27                    $0

                           Internal Rate                  The INTERNAL RATE OF RETURN (IRR) is the discount rate at which benefits and costs break even (are equal). For a project
                             of Return       #NUM!        with an IRR greater than the Discount Rate, benefits are greater than costs, and the project has a positive economic value. The
                                                          IRR allows projects with different costs, different benefit flows, and different time periods to be compared.

                             Payback                      The PAYBACK PERIOD is the number of years it takes for the net benefits (benefits minus costs) to equal, or payback, the initial
                              Period        21 years      construction costs. For a project with a Payback Period longer than the life-cycle of the project, initial construction costs are not
                                                          recovered. The Payback Period varies inversely with the Benefit-Cost Ratio: shorter Payback Period yields higher Benefit-Cost.




Transportation Economics                                                                                                                                                                           Page 20
Caltrans DOTP                                                                               Cal-B/C Final Calculations                                                                            12/5/2010
     Parameters
     This page contains all economic values and rate tables.
     To update economic values automatically, change "Economic Update Factor."


     General Economic Parameters

             Year of Current Dollars for Model                                                 2003
             Economic Update Factor (Using GDP Deflator)                                       1.00

             Real Discount Rate                                                                5.0%




     Highway Operations Parameters                                                                                  Project Types
                                                                   Value               Units
             Maximum V/C Ratio                                               1.4        -                  1             Highway Capacity Expansion
             Percent ADT in Average Peak Hour                              7.8%         %                  2               General Highway                   FALSE   GenHwy
             Capacity per Lane (general)                                   2000       veh/hr                               HOV Lane                          FALSE   HOV
             Capacity per HOV Lane                                         1500       veh/hr                               Passing Lane                      FALSE   Passing
                                                                                                                           Interchange                       FALSE   Intersect
     Travel Time Parameters                                                                                                Bypass                            FALSE   Bypass
                                                                                                                           Pavement                          FALSE   Pavement
             Average Hourly Wage
                   Transportation and Warehousing             $        18.74           $/hr                3             Transit Capacity Expansion
                   Statewide                                  $        20.92           $/hr                3               Passenger Rail                    FALSE   PassRail
                                                                                                                           Light-Rail (LRT)                  FALSE   LRT
             Value of Time                                                                                                 Bus                               FALSE   Bus
                   Automobile                                 $        10.46           $/hr
                   Truck                                      $        27.83           $/hr                              Operational Improvement
                   Transit                                    $        10.46           $/hr                                Auxiliary Lane                    FALSE   AuxLane
                   Out-of-Vehicle Travel                                      2       times                                Freeway Connector                 FALSE   FreeConn
                   Incident-Related Travel                                    3       times                                HOV Connector                     FALSE   HOVConn
                                                                                                                           HOV Drop Ramp                     FALSE   HOVDrop
     Operating Cost Parameters                                                                                             Off-Ramp Widening                 FALSE   OffRamp
                                                                                                                           On-Ramp Widening                  FALSE   OnRamp
             Fuel Cost Per Gallon (Excludes Taxes)            $            2.55        $/gal               4, 5
                                                                                                                         Transp Mgmt Systems (TMS)
             Non-Fuel Cost Per Mile                                                                                        Ramp Metering                     FALSE   RM
                  Automobile                                  $        0.173           $/mi                6               Ramp Metering Signal Coord        FALSE   AM
                  Truck                                       $        0.299           $/mi                7               Incident Management               FALSE   IM
                                                                                                                           Traveler Information              FALSE   TI
     Accident Cost Paramters                                                                                               Arterial Signal Management        FALSE   ASM
                                                                                                                           Transit Vehicle Location (AVL)    FALSE   AVL
             Cost of a Fatality                               $    2,847,668         $/event               8               Transit Vehicle Signal Priority   FALSE   SigPriority
             Cost of an Injury                                                                                             Bus Rapid Transit (BRT)           FALSE   BRT
                   Level A (Severe)                           $      157,357         $/event               8
                   Level B (Moderate)                         $       42,505         $/event               8               TMS Lookup Code                   NoAdj
                   Level C (Minor)                            $       22,960         $/event               8

             Cost of Highway Accident
                   Fatal Accident                             $    3,262,459        $/accident
                   Injury Accident                            $       85,716        $/accident
                   PDO Accident                               $        7,198        $/accident             9
                   Average Cost                               $       61,509        $/accident

             Statewide Highway Accident Rates
                   Fatal Accident                                      0.009 per million veh-mi            10
                   Injury Accident                                     0.343 per million veh-mi            10
                   PDO Accident                                        0.690 per million veh-mi            10
                   Non-Freeway                                             1.49 per million veh-mi         10


     Sources: 1) Highway Capacity Manual, 2) Statewide Travel Survey 1991, 3) Bureau of Labor
     Statistics (BLS) Covered Wages and Employment Program, 4) AAA Daily Fuel Gauge
     Report, 5) OPIS Energy Group and Wright Express, 6) Jack Faucett Associates,
     7) Paccar, Inc. 8) National Safety Council, 9) Urban Institute, 10) TASAS summary for 2000




                                                                                                                                                                                               Sou
                                                                                                                                                                                               EM




Transportation Economics                                                                                                                                                            Page 21
Caltrans DOTP                                                                                  Cal-B/C PARAMETERS                                                                  12/5/2010
                           Operating Cost Tables                     Accident Tables



                                  FUEL CONSUMPTION RATES                                     COST OF TRANSIT ACCIDENT EVENTS                                     HI
                                         (gal/veh-mi)                                                    ($/event)

                                   Speed       Auto     Truck              Event                     Pass Train      Light Rail          Bus
                                     5        0.150     0.218              Fatality                    $2,847,668      $2,847,668       $2,847,668
                                     6        0.142     0.215              Injury                         $68,922         $68,922          $68,922
                                     7        0.135     0.211              Prop Damage                    $65,097         $11,296          $11,060
                                     8        0.127     0.208
                                     9        0.120     0.205
                                    10        0.112     0.202        Sources: National Safety Council, Federal Railroad Administration,
                                    11        0.107     0.198              Journal of Safety Research, and California Public Utilities Commission
                                    12        0.102     0.194
                                    13        0.097     0.190
                                     14       0.092     0.186
                                     15       0.087     0.182
                                     16       0.083     0.179                               RATES FOR TRANSIT ACCIDENT EVENTS
                                     17       0.080     0.177                                       (event/million veh-mi)
                                     18       0.076     0.174
                                     19       0.073     0.172              Event                     Pass Train      Light Rail           Bus
                                     20       0.070     0.169              Fatality                     0.24            0.23              0.05
                                     21       0.067     0.168              Injury                       0.94           12.80             12.20
                                     22       0.065     0.166              All Accidents                1.09           11.13             14.73
                                     23       0.063     0.165
                                     24       0.060     0.163
                                     25       0.058     0.162        Source: USDOT, average of 1994, 1995, 1996 data
                                     26       0.057     0.161
                                     27       0.055     0.160
                                     28       0.053     0.159
                                     29       0.052     0.158
                                     30       0.050     0.157                                    TRANSIT ACCIDENT COSTS
                                     31       0.049     0.156                                        ($/million veh-mi)
                                     32       0.048     0.156
                                     33       0.047     0.155              Value                     Pass Train      Light Rail          Bus
                                     34       0.046     0.154              Cost                         $819,183       $1,662,896       $1,146,145
                                     35       0.045     0.154
                                     36       0.045     0.153
                                     37       0.044     0.153        Source: Combination of above two tables
                                     38       0.043     0.153
                                     39       0.043     0.152
                                     40       0.042     0.152
                                     41       0.042     0.152
                                     42       0.042     0.152                         PASSING LANE ACCIDENT REDUCTION FACTORS
                                     43       0.041     0.152                           (rate with passing lane/rate without passing lane)
                                     44       0.041     0.151
                                     45       0.041     0.151              Minimum ADT                Fatality         Injury            PDO
                                     46       0.041     0.151                        0                25.0%            69.4%            92.6%
                                     47       0.041     0.151                    5,000                19.2%            80.3%            96.5%
                                     48       0.041     0.151                      10,000              84.0%           57.7%            97.8%
                                     49       0.041     0.151
                                     50       0.041     0.151
                                     51       0.041     0.152        Source: Taylor and Jain, 1991
                                     52       0.041     0.152
                                     53       0.042     0.152
                                     54       0.042     0.152
                                     55       0.042     0.152
                                     56       0.043     0.153
                                     57       0.043     0.153
                                     58       0.044     0.153
                                     59       0.044     0.154
                                     60       0.045     0.154
                                     61       0.046     0.155
                                     62       0.047     0.155
                                     63       0.048     0.156
                                     64       0.049     0.157
                                     65       0.050     0.157
                                     66       0.051     0.158
                                     67       0.051     0.159
                                     68       0.052     0.161
                                     69       0.053     0.162
                                     70       0.053     0.163


                           Source: California Air Resources Board,
                           EMFAC2002, V2.2, 2003 & 2023 average




Transportation Economics                                                                                                                              Page 22
Caltrans DOTP                                                            Cal-B/C PARAMETERS                                                          12/5/2010
           Emissions Tables



                                   HIGHWAY EMISSIONS FACTORS (g/mi)                                                HIGHWAY EMISSIONS FACTORS (g/mi)
                                            Model Year 2003                                                                 Model Year 2023

                      Mode   Speed      CO       NOX      PM10     SOX       VOC                      Mode   Speed      CO       NOX      PM10     SOX       VOC
                      Auto     5         16.97     1.39     0.10     0.01      1.97                   Auto     5         2.57      0.23     0.12     0.01      0.31
                               6         16.42     1.35     0.09     0.01      1.87                            6         2.53      0.23     0.11     0.01      0.29
                               7         15.88     1.32     0.09     0.01      1.77                            7         2.48      0.22     0.10     0.01      0.28
                               8         15.34     1.28     0.08     0.01      1.67                            8         2.43      0.21     0.10     0.01      0.27
                              9          14.79     1.24     0.08      0.01     1.58                           9           2.38     0.21     0.09      0.01     0.26
                              10         14.25     1.21     0.07      0.01     1.48                           10          2.33     0.20     0.08      0.01     0.24
                              11         13.84     1.18     0.07      0.01     1.42                           11          2.29     0.20     0.08      0.01     0.23
                              12         13.44     1.15     0.07      0.01     1.36                           12          2.25     0.19     0.07      0.01     0.23
                              13         13.03     1.12     0.06      0.01     1.30                           13          2.20     0.19     0.07      0.01     0.22
                              14         12.63     1.10     0.06      0.01     1.24                           14          2.16     0.18     0.07      0.01     0.21
                              15         12.23     1.07     0.06      0.01     1.18                           15          2.12     0.18     0.06      0.01     0.20
                              16         11.94     1.05     0.06      0.01     1.14                           16          2.09     0.18     0.06      0.01     0.20
                              17         11.65     1.03     0.05      0.01     1.10                           17          2.05     0.17     0.06      0.01     0.20
                              18         11.37     1.01     0.05      0.01     1.07                           18          2.02     0.17     0.06      0.01     0.19
                              19         11.08     0.99     0.05      0.01     1.03                           19          1.99     0.17     0.05      0.01     0.19
                              20         10.79     0.97     0.05      0.01     0.99                           20          1.95     0.16     0.05      0.01     0.18
                              21         10.59     0.96     0.05      0.01     0.97                           21          1.92     0.16     0.05      0.01     0.18
                              22         10.38     0.95     0.05      0.01     0.95                           22          1.90     0.16     0.05      0.01     0.18
                              23         10.17     0.93     0.04      0.01     0.92                           23          1.87     0.16     0.05      0.01     0.17
                              24          9.96     0.92     0.04      0.01     0.90                           24          1.84     0.15     0.04      0.01     0.17
                              25          9.75     0.90     0.04      0.01     0.88                           25          1.81     0.15     0.04      0.00     0.17
                              26          9.60     0.89     0.04      0.01     0.86                           26          1.79     0.15     0.04      0.00     0.17
                              27          9.44     0.88     0.04      0.01     0.85                           27          1.77     0.15     0.04      0.00     0.16
                              28          9.29     0.88     0.04      0.01     0.83                           28          1.74     0.15     0.04      0.00     0.16
                              29          9.13     0.87     0.04      0.00     0.82                           29          1.72     0.14     0.04      0.00     0.16
                              30          8.98     0.86     0.04      0.00     0.80                           30          1.70     0.14     0.04      0.00     0.16
                              31          8.87     0.85     0.04      0.00     0.79                           31          1.68     0.14     0.04      0.00     0.16
                              32          8.76     0.84     0.04      0.00     0.78                           32          1.66     0.14     0.04      0.00     0.16
                              33          8.64     0.84     0.04      0.00     0.77                           33          1.64     0.14     0.04      0.00     0.16
                              34          8.53     0.83     0.04      0.00     0.76                           34          1.62     0.14     0.04      0.00     0.16
                              35          8.42     0.83     0.04      0.00     0.75                           35          1.60     0.14     0.04      0.00     0.15
                              36          8.34     0.82     0.03      0.00     0.75                           36          1.58     0.13     0.04      0.00     0.15
                              37          8.26     0.82     0.03      0.00     0.74                           37          1.57     0.13     0.03      0.00     0.15
                              38          8.18     0.82     0.03      0.00     0.74                           38          1.55     0.13     0.03      0.00     0.15
                              39          8.10     0.81     0.03      0.00     0.73                           39          1.54     0.13     0.03      0.00     0.15
                              40          8.02     0.81     0.03      0.00     0.72                           40          1.52     0.13     0.03      0.00     0.15
                              41          7.97     0.81     0.03      0.00     0.72                           41          1.51     0.13     0.03      0.00     0.15
                              42          7.92     0.81     0.03      0.00     0.72                           42          1.49     0.13     0.03      0.00     0.15
                              43          7.87     0.81     0.03      0.00     0.71                           43          1.48     0.13     0.03      0.00     0.15
                              44          7.82     0.81     0.03      0.00     0.71                           44          1.47     0.13     0.03      0.00     0.15
                              45          7.77     0.81     0.03      0.00     0.71                           45          1.45     0.13     0.03      0.00     0.15
                              46          7.74     0.81     0.03      0.00     0.71                           46          1.44     0.13     0.03      0.00     0.15
                              47          7.72     0.81     0.03      0.00     0.71                           47          1.43     0.13     0.03      0.00     0.15
                              48          7.70     0.81     0.03      0.00     0.71                           48          1.42     0.13     0.03      0.00     0.15
                              49          7.68     0.81     0.03      0.00     0.70                           49          1.41     0.13     0.03      0.00     0.15
                              50          7.66     0.82     0.03      0.00     0.70                           50          1.41     0.13     0.03      0.00     0.15
                              51          7.67     0.82     0.03      0.00     0.70                           51          1.40     0.13     0.03      0.00     0.15
                              52          7.68     0.83     0.03      0.00     0.71                           52          1.39     0.13     0.03      0.00     0.15
                              53          7.69     0.83     0.03      0.00     0.71                           53          1.38     0.13     0.03      0.00     0.15
                              54          7.70     0.84     0.03      0.00     0.71                           54          1.38     0.13     0.03      0.00     0.15
                              55          7.71     0.84     0.03      0.00     0.71                           55          1.37     0.13     0.03      0.00     0.15
                              56          7.76     0.85     0.03      0.00     0.71                           56          1.37     0.13     0.03      0.00     0.15
                              57          7.81     0.86     0.03      0.00     0.72                           57          1.37     0.14     0.03      0.00     0.15
                              58          7.86     0.86     0.03      0.00     0.72                           58          1.36     0.14     0.03      0.00     0.15
                              59          7.92     0.87     0.03      0.00     0.72                           59          1.36     0.14     0.03      0.00     0.15
                              60          7.97     0.88     0.03      0.00     0.73                           60          1.36     0.14     0.03      0.00     0.15
                              61          8.07     0.89     0.03      0.00     0.73                           61          1.36     0.14     0.03      0.00     0.15
                              62          8.18     0.90     0.03      0.00     0.74                           62          1.36     0.14     0.03      0.00     0.16
                              63          8.29     0.91     0.03      0.00     0.74                           63          1.36     0.14     0.03      0.00     0.16
                              64          8.40     0.92     0.03      0.00     0.75                           64          1.37     0.14     0.03      0.00     0.16
                              65          8.51     0.94     0.03      0.00     0.76                           65          1.37     0.15     0.03      0.00     0.16




Transportation Economics                                                                                                                                         Page 23
Caltrans DOTP                                                                    Cal-B/C PARAMETERS                                                             12/5/2010
           Emissions Tables


                      Truck   5    31.44   16.57   0.71   0.12   3.60                  Truck   5    6.12   3.04   0.24   0.02   0.87
                              6    30.51   16.29   0.70   0.12   3.51                          6    5.95   3.00   0.24   0.02   0.86
                              7    29.58   16.02   0.68   0.12   3.43                          7    5.78   2.96   0.23   0.02   0.85
                              8    28.66   15.74   0.67   0.12   3.35                          8    5.61   2.92   0.23   0.02   0.83
                              9    27.73   15.46   0.65   0.12   3.26                          9    5.44   2.88   0.22   0.02   0.82
                              10   26.81   15.19   0.63   0.12   3.18                          10   5.27   2.84   0.22   0.02   0.81
                              11   25.55   14.77   0.61   0.12   3.06                          11   5.04   2.78   0.21   0.02   0.79
                              12   24.29   14.36   0.58   0.11   2.94                          12   4.81   2.72   0.20   0.02   0.77
                              13   23.03   13.94   0.56   0.11   2.82                          13   4.57   2.66   0.20   0.02   0.75
                              14   21.77   13.52   0.54   0.11   2.70                          14   4.34   2.60   0.19   0.02   0.73
                              15   20.51   13.11   0.51   0.11   2.58                          15   4.10   2.54   0.18   0.02   0.71
                              16   19.74   12.83   0.49   0.11   2.50                          16   3.96   2.49   0.18   0.02   0.69
                              17   18.98   12.54   0.48   0.11   2.42                          17   3.82   2.45   0.17   0.02   0.68
                              18   18.21   12.26   0.46   0.11   2.35                          18   3.67   2.41   0.17   0.02   0.67
                              19   17.44   11.98   0.44   0.11   2.27                          19   3.53   2.37   0.16   0.02   0.65
                              20   16.68   11.70   0.42   0.11   2.19                          20   3.38   2.33   0.15   0.02   0.64
                              21   16.20   11.52   0.41   0.11   2.14                          21   3.29   2.30   0.15   0.02   0.63
                              22   15.72   11.34   0.40   0.11   2.08                          22   3.20   2.28   0.15   0.02   0.62
                              23   15.24   11.16   0.38   0.11   2.03                          23   3.11   2.25   0.14   0.02   0.61
                              24   14.77   10.98   0.37   0.11   1.98                          24   3.01   2.23   0.14   0.02   0.60
                              25   14.29   10.80   0.36   0.11   1.93                          25   2.92   2.20   0.14   0.02   0.59
                              26   13.99   10.69   0.35   0.11   1.89                          26   2.86   2.18   0.13   0.02   0.58
                              27   13.69   10.59   0.34   0.11   1.85                          27   2.81   2.17   0.13   0.02   0.57
                              28   13.38   10.49   0.33   0.11   1.82                          28   2.75   2.15   0.13   0.02   0.57
                              29   13.08   10.38   0.32   0.11   1.78                          29   2.69   2.14   0.12   0.02   0.56
                              30   12.78   10.28   0.31   0.11   1.74                          30   2.63   2.12   0.12   0.02   0.55
                              31   12.59   10.24   0.30   0.11   1.72                          31   2.59   2.12   0.12   0.02   0.55
                              32   12.40   10.20   0.30   0.11   1.69                          32   2.55   2.11   0.12   0.02   0.54
                              33   12.21   10.16   0.29   0.11   1.67                          33   2.51   2.10   0.11   0.02   0.54
                              34   12.02   10.12   0.28   0.11   1.64                          34   2.48   2.10   0.11   0.02   0.53
                              35   11.83   10.08   0.28   0.11   1.62                          35   2.44   2.09   0.11   0.02   0.53
                              36   11.72   10.10   0.27   0.11   1.60                          36   2.42   2.10   0.11   0.02   0.52
                              37   11.61   10.12   0.27   0.11   1.58                          37   2.39   2.10   0.11   0.02   0.52
                              38   11.50   10.14   0.26   0.11   1.56                          38   2.37   2.10   0.11   0.02   0.52
                              39   11.38   10.16   0.25   0.11   1.55                          39   2.35   2.10   0.10   0.02   0.51
                              40   11.27   10.18   0.25   0.11   1.53                          40   2.32   2.11   0.10   0.02   0.51
                              41   11.22   10.27   0.25   0.11   1.52                          41   2.31   2.12   0.10   0.02   0.51
                              42   11.16   10.35   0.24   0.11   1.50                          42   2.30   2.13   0.10   0.02   0.50
                              43   11.11   10.43   0.24   0.11   1.49                          43   2.29   2.14   0.10   0.02   0.50
                              44   11.06   10.51   0.23   0.11   1.48                          44   2.27   2.15   0.10   0.02   0.50
                              45   11.00   10.59   0.23   0.11   1.47                          45   2.26   2.16   0.10   0.02   0.49
                              46   11.00   10.74   0.23   0.11   1.46                          46   2.26   2.19   0.10   0.02   0.49
                              47   10.99   10.90   0.22   0.11   1.45                          47   2.25   2.21   0.10   0.02   0.49
                              48   10.99   11.05   0.22   0.11   1.44                          48   2.25   2.23   0.09   0.02   0.49
                              49   10.98   11.20   0.22   0.11   1.43                          49   2.25   2.25   0.09   0.02   0.49
                              50   10.98   11.35   0.22   0.11   1.42                          50   2.24   2.27   0.09   0.02   0.48
                              51   11.02   11.59   0.22   0.11   1.42                          51   2.25   2.31   0.09   0.02   0.48
                              52   11.06   11.83   0.21   0.11   1.41                          52   2.25   2.34   0.09   0.02   0.48
                              53   11.10   12.06   0.21   0.11   1.41                          53   2.26   2.38   0.09   0.02   0.48
                              54   11.15   12.30   0.21   0.11   1.40                          54   2.26   2.41   0.09   0.02   0.48
                              55   11.19   12.54   0.21   0.11   1.40                          55   2.27   2.44   0.09   0.02   0.48
                              56   11.29   12.89   0.21   0.11   1.39                          56   2.28   2.50   0.09   0.02   0.48
                              57   11.39   13.25   0.21   0.11   1.39                          57   2.30   2.55   0.09   0.02   0.48
                              58   11.49   13.60   0.20   0.11   1.39                          58   2.31   2.60   0.09   0.02   0.48
                              59   11.59   13.95   0.20   0.11   1.39                          59   2.32   2.65   0.09   0.02   0.48
                              60   11.69   14.30   0.20   0.11   1.38                          60   2.34   2.70   0.09   0.02   0.47
                              61   11.86   14.82   0.20   0.11   1.38                          61   2.36   2.77   0.09   0.02   0.47
                              62   12.03   15.33   0.20   0.11   1.38                          62   2.39   2.85   0.09   0.02   0.47
                              63   12.20   15.84   0.20   0.11   1.38                          63   2.42   2.92   0.09   0.02   0.47
                              64   12.38   16.36   0.20   0.11   1.38                          64   2.44   3.00   0.09   0.02   0.47
                              65   12.55   16.87   0.20   0.11   1.38                          65   2.47   3.07   0.09   0.02   0.47




Transportation Economics                                                                                                          Page 24
Caltrans DOTP                                                     Cal-B/C PARAMETERS                                             12/5/2010
           Emissions Tables


                       Bus     5          70.18     25.23       0.82      0.14       7.81                              Bus        5          22.23     12.96       0.49      0.02       3.95
                               6          67.53     24.65       0.79      0.14       7.52                                         6          21.41     12.68       0.48      0.02       3.81
                               7          64.89     24.07       0.77      0.14       7.24                                         7          20.58     12.40       0.46      0.02       3.67
                               8          62.25     23.50       0.75      0.14       6.96                                         8          19.76     12.11       0.45      0.02       3.53
                               9          59.61     22.92       0.72      0.14       6.68                                         9          18.93     11.83       0.44      0.02       3.39
                               10         56.97     22.34       0.70      0.14       6.40                                         10         18.11     11.55       0.42      0.02       3.25
                               11         53.42     21.51       0.67      0.14       6.01                                         11         17.00     11.14       0.40      0.02       3.06
                               12         49.87     20.69       0.64      0.14       5.62                                         12         15.89     10.74       0.38      0.02       2.87
                               13         46.32     19.86       0.60      0.14       5.23                                         13         14.78     10.33       0.36      0.02       2.67
                               14         42.78     19.03       0.57      0.14       4.84                                         14         13.68      9.92       0.35      0.02       2.48
                               15         39.23     18.20       0.54      0.14       4.45                                         15         12.57      9.51       0.33      0.02       2.29
                               16         37.10     17.67       0.51      0.14       4.21                                         16         11.91      9.26       0.31      0.02       2.16
                               17         34.98     17.14       0.49      0.14       3.96                                         17         11.24      9.00       0.30      0.02       2.04
                               18         32.86     16.62       0.47      0.14       3.72                                         18         10.58      8.74       0.29      0.02       1.92
                               19         30.74     16.09       0.45      0.14       3.48                                         19          9.92      8.48       0.27      0.02       1.80
                               20         28.62     15.56       0.42      0.14       3.24                                         20          9.26      8.22       0.26      0.02       1.68
                               21         27.32     15.23       0.41      0.14       3.08                                         21          8.85      8.06       0.25      0.02       1.60
                               22         26.01     14.91       0.39      0.14       2.93                                         22          8.45      7.90       0.24      0.02       1.52
                               23         24.71     14.58       0.38      0.13       2.77                                         23          8.04      7.74       0.23      0.02       1.45
                               24         23.41     14.25       0.36      0.13       2.62                                         24          7.63      7.58       0.22      0.02       1.37
                               25         22.10     13.92       0.34      0.13       2.46                                         25          7.23      7.42       0.21      0.02       1.29
                               26         21.29     13.74       0.33      0.13       2.36                                         26          6.97      7.33       0.21      0.02       1.24
                               27         20.48     13.56       0.32      0.13       2.26                                         27          6.72      7.24       0.20      0.01       1.19
                               28         19.67     13.37       0.31      0.13       2.16                                         28          6.46      7.15       0.19      0.01       1.14
                               29         18.86     13.19       0.30      0.13       2.06                                         29          6.21      7.06       0.19      0.01       1.09
                               30         18.04     13.00       0.29      0.13       1.96                                         30          5.96      6.97       0.18      0.01       1.04
                               31         17.54     12.93       0.28      0.13       1.89                                         31          5.80      6.94       0.18      0.01       1.00
                               32         17.04     12.86       0.27      0.13       1.82                                         32          5.64      6.91       0.17      0.01       0.97
                               33         16.54     12.79       0.27      0.13       1.75                                         33          5.49      6.88       0.17      0.01       0.93
                               34         16.04     12.72       0.26      0.13       1.69                                         34          5.33      6.84       0.16      0.01       0.90
                               35         15.54     12.65       0.25      0.13       1.62                                         35          5.17      6.81       0.16      0.01       0.87
                               36         15.25     12.68       0.25      0.13       1.57                                         36          5.08      6.83       0.16      0.01       0.84
                               37         14.96     12.71       0.24      0.13       1.53                                         37          4.99      6.85       0.15      0.01       0.82
                               38         14.67     12.74       0.24      0.13       1.48                                         38          4.90      6.86       0.15      0.01       0.80
                               39         14.38     12.77       0.23      0.13       1.44                                         39          4.80      6.88       0.15      0.01       0.77
                               40         14.09     12.80       0.23      0.13       1.40                                         40          4.71      6.90       0.14      0.01       0.75
                               41         13.96     12.93       0.22      0.13       1.36                                         41          4.67      6.96       0.14      0.01       0.74
                               42         13.83     13.07       0.22      0.13       1.33                                         42          4.63      7.03       0.14      0.01       0.72
                               43         13.70     13.20       0.21      0.13       1.30                                         43          4.58      7.10       0.14      0.01       0.71
                               44         13.57     13.33       0.21      0.13       1.27                                         44          4.54      7.17       0.13      0.01       0.69
                               45         13.44     13.46       0.21      0.13       1.24                                         45          4.50      7.24       0.13      0.01       0.68
                               46         13.45     13.72       0.20      0.13       1.23                                         46          4.50      7.37       0.13      0.01       0.67
                               47         13.45     13.97       0.20      0.13       1.21                                         47          4.50      7.49       0.13      0.01       0.66
                               48         13.46     14.22       0.20      0.13       1.19                                         48          4.50      7.62       0.13      0.01       0.65
                               49         13.47     14.48       0.20      0.13       1.17                                         49          4.49      7.75       0.13      0.01       0.64
                               50         13.47     14.73       0.20      0.13       1.15                                         50          4.49      7.88       0.13      0.01       0.63
                               51         13.62     15.14       0.19      0.13       1.14                                         51          4.53      8.08       0.12      0.01       0.62
                               52         13.76     15.55       0.19      0.13       1.13                                         52          4.57      8.29       0.12      0.01       0.62
                               53         13.90     15.96       0.19      0.13       1.12                                         53          4.61      8.50       0.12      0.01       0.61
                               54         14.04     16.37       0.19      0.13       1.11                                         54          4.65      8.70       0.12      0.01       0.60
                               55         14.19     16.78       0.19      0.13       1.10                                         55          4.69      8.91       0.12      0.01       0.60
                               56         14.49     17.42       0.19      0.13       1.10                                         56          4.78      9.23       0.12      0.01       0.60
                               57         14.80     18.05       0.19      0.13       1.09                                         57          4.87      9.54       0.12      0.01       0.60
                               58         15.10     18.69       0.19      0.13       1.09                                         58          4.96      9.86       0.12      0.01       0.59
                               59         15.41     19.32       0.19      0.13       1.09                                         59          5.05     10.18       0.12      0.01       0.59
                               60         15.71     19.96       0.19      0.13       1.09                                         60          5.13     10.50       0.12      0.01       0.59
                               61         16.24     20.94       0.19      0.13       1.09                                         61          5.29     10.98       0.12      0.01       0.59
                               62         16.76     21.92       0.19      0.13       1.09                                         62          5.44     11.47       0.12      0.01       0.60
                               63         17.28     22.89       0.19      0.13       1.10                                         63          5.59     11.95       0.12      0.01       0.60
                               64         17.81     23.87       0.19      0.13       1.10                                         64          5.75     12.44       0.12      0.01       0.60
                               65         18.33     24.85       0.19      0.13       1.11                                         65          5.90     12.92       0.12      0.01       0.60


           Source: California Air Resources Board EMFAC2002, V2.2 Burden Area Planning                        Source: California Air Resources Board EMFAC2002, V2.2 Burden Area Planning




Transportation Economics                                                                                                                                                                     Page 25
Caltrans DOTP                                                                            Cal-B/C PARAMETERS                                                                                 12/5/2010
                                                   HEALTH COST OF TRANSPORTATION EMISSIONS                               PAVEMENT DETERIORATION
                                                                    ($/ton)                                                  (IRI in inches/mile)

                                       Area           Proj Loc       CO         NOX       PM10        SOX      VOC
                                 LA/South Coast          1            $121     $48,983   $401,257   $150,757   $3,045
                                 CA Urban Area           2             $63     $14,339   $115,859    $57,867   $1,002
                                 CA Rural Area           3             $57     $10,659    $82,612    $41,750     $787



                           Source: McCubbin and Delucchi, 1996




                                                       PASSENGER TRAIN EMISSIONS FACTORS
                                                                  (g/train-mile)

                                      Mode              Year         CO        NOX        PM10       SOX       VOC
                                 Passenger Train        2002          45.67    583.58      62.02                19.73
                                                        2022          45.67    250.11      31.01                19.73



                                                            LIGHT RAIL EMISSIONS FACTORS
                                                                       (g/veh-mile)

                                        Mode            Year         CO        NOX        PM10       SOX       VOC
                                 Light Rail             2002          0.14       1.13       0.17                 0.06
                                                        2022          0.14       1.14       0.17                 0.06



                           Source: California Air Resources Board                                                       FUEL CONSUMPTION
                                                                                                                         (percent adjustment)




Transportation Economics                                                                                                      Page 26
Caltrans DOTP                                                       Cal-B/C PARAMETERS                                       12/5/2010
                           Pavement Adjustments                (used only for pavement projects)




                                          PAVEMENT DETERIORATION                                          VEHICLE OPERATING SPEED
                                              (IRI in inches/mile)                                            (percent adjustment)

                                                  Year 20, By Loading
                                  Year 0      Light     Medium      Heavy                                    IRI        Auto
                                    0          125        150        350                                      0           1.00
                                    25         150        200        500                                     25           1.00
                                    50         175        250        675                                     50           1.00
                                    75        200          300            750                                75            1.00
                                    100       275          400            750                                100           1.00
                                    125       325          475            750                                125           1.00
                                    150       400          575            750                                150           1.00
                                    175       500          700            750                                175           1.00
                                    200       575          750            750                                200           1.00
                                    225       650          750            750                                225           1.00
                                    250       750          750            750                                250           1.00
                                    275       750          750            750                                275           0.99
                                    300       750          750            750                                300           0.98
                                    325       750          750            750                                325           0.97
                                    350       750          750            750                                350           0.96
                                    375       750          750            750                                375           0.95
                                    400       750          750            750                                400           0.94
                                    425       750          750            750                                425           0.93
                                    450       750          750            750                                450           0.92



                           Source: Paterson, 1987                                                  Source: Botterill, 1996 and 1997




                                       FUEL CONSUMPTION                                                          NON-FUEL COSTS
                                        (percent adjustment)                                                    (percent adjustment)

                                    IRI       Auto       Truck                                               IRI        Auto
                                     0          0.97         0.96                                             0           1.00
                                    25           0.98          0.97                                          25            1.00
                                    50           0.98          0.97                                          50            1.00
                                    75           0.98          0.98                                          75            1.00
                                    100          0.98          0.98                                          100           1.00
                                    125          0.99          0.99                                          125           1.00
                                    150          1.00          0.99                                          150           1.02
                                    175          1.00          1.00                                          175           1.03
                                    200          1.01          1.01                                          200           1.05
                                    225          1.01          1.02                                          225           1.07
                                    250          1.02          1.03                                          250           1.09
                                    275          1.03          1.04                                          275           1.11
                                    300          1.03          1.05                                          300           1.12
                                    325          1.04          1.06                                          325           1.14
                                    350          1.05          1.07                                          350           1.16
                                    375          1.06          1.08                                          375           1.18
                                    400          1.07          1.10                                          400           1.19
                                    425          1.08          1.11                                          425           1.21
                                    450          1.09          1.13                                          450           1.23



                           Source: Texas Transportation Institute, 1994                            Source: ARRB Research Board TR VOC Model




Transportation Economics                                                                                                                       Page 27
Caltrans DOTP                                                Cal-B/C PARAMETERS                                                               12/5/2010
                                  VEHICLE OPERATING SPEED                           VEHICLE OPERATING SPEED
                                      (percent adjustment)                              (percent adjustment)



                                                              Truck
                                                                 1.02
                                                                 1.02
                                                                 1.02
                                                                 1.02
                                                                 1.02
                                                                 1.02
                                                                 1.01
                                                                 1.00
                                                                 0.98
                                                                 0.95
                                                                 0.92
                                                                 0.89
                                                                 0.86
                                                                 0.83
                                                                 0.81
                                                                 0.78
                                                                 0.76
                                                                 0.73
                                                                 0.71



                           Source: Botterill, 1996 and 1997




                                         NON-FUEL COSTS
                                        (percent adjustment)

                                                              Truck
                                                                 1.00
                                                                 1.00
                                                                 1.00
                                                                 1.00
                                                                 1.00
                                                                 1.00
                                                                 1.02
                                                                 1.04
                                                                 1.06
                                                                 1.08
                                                                 1.10
                                                                 1.12
                                                                 1.14
                                                                 1.16
                                                                 1.18
                                                                 1.20
                                                                 1.22
                                                                 1.24
                                                                 1.26



                           Source: ARRB Research Board TR VOC Model




Transportation Economics                                                                                        Page 28
Caltrans DOTP                                                  Cal-B/C PARAMETERS                              12/5/2010

				
DOCUMENT INFO
Shared By:
Categories:
Stats:
views:15
posted:12/6/2010
language:English
pages:28
Description: 16 20 Life Cycle Cost Management document sample