technical report - mode

DOCUMENTATION AND PROCEDURAL UPDATES TO THEFLORIDA STANDARD URBAN TRANS PORTATION MODEL STRUCTURE

(FSUTMS)

FINALTECHNICAL RE PORT NO. 7

FSUTMS MODE CHOICE MODELS (MODE)

Prepared By

Florida Department of TransportationCentral Office, Systems Planning

October 1997

i

TABLE OF CONTENTS

Section Title Page

LIST OF TABLES iii

LIST OF FIGURES iv

LIST OF APPENDICES v

1 INTRODUCTION 1-1

2 HISTORICAL BACKGROUND 2-1Model Development Under UTPS 2-1Model Conversion to TRANPLAN 2-2

3 OVERVIEW OF MODEL STRUCTURE 3-1NON-TRANSIT HIGHWAY ONLY MODEL 3-2

MATRIX MANIPULATE (1) Step 3-4MATRIX UPDATE Step 3-4MATRIX MANIPULATE (2) Step 3-5MATRIX TRANSPOSE Step 3-5MATRIX MANIPULATE (3) Step 3-5REPORT MATRIX Step 3-5

SINGLE-PATH/SINGLE PERIOD MODEL 3-5Preparation of Data 3-7MATRIX MANIPULATE (1) Step 3-7TCPREP Step 3-7MODESP Step 3-8MATRIX MANIPULATE (2) Step 3-8MATRIX TRANSPOSE Step 3-9REPORT MATRIX Step 3-9

MULTI-PATH/SINGLE PERIOD MODEL 3-9Preparation of Data 3-9MATRIX MANIPULATE (1) Step 3-11MATRIX MANIPULATE (2) Step 3-11MATRIX MANIPULATE (3) Step 3-11TCPREP Step 3-11MODEMP Step 3-12MATRIX MANIPULATE (4) Step 3-13MATRIX TRANSPOSE Step 3-13MATRIX MANIPULATE (5) Step 3-13REPORT MATRIX Step 3-14

ii

TABLE OF CONTENTS

Section Title Page

MULTI-PATH/MULTI-PERIOD MODEL 3-14 Preparation of Data 3-14

LOAD TRANSIT STATION TO STATION (1) Step 3-14LOAD TRANSIT STATION TO STATION (2) Step 3-16LOAD TRANSIT STATION TO STATION (3) Step 3-16LOAD TRANSIT STATION TO STATION (4) Step 3-16MATRIX MANIPULATE (1) Step 3-16TCPREP Step 3-16MODEMPMP Step 3-17MATRIX MANIPULATE (2) Step 3-17

MATRIX UPDATE Step 3-18MATRIX TRANSPOSE Step 3-18

MATRIX MANIPULATE (3) Step 3-19MATRIX MANIPULATE (4) Step 3-19REPORT MATRIX Step 3-20DISTRICT COMPRESSIONS Step 3-20

4 DATA REQUIREMENTS 4-1STATDAT (Station Data) 4-1LINKS (Highway Link Data) 4-4ZDATA2 (Parking Cost, Employment of Enrollment Data) 4-4

5 MODEL PARAMETERS AND RATES 5-1PROFILE.MAS Parameters 5-1UPARMS Files 5-4MODESP.SYN File 5-4MODEMP.SYN File 5-6MODEMPMP.SYN File 5-6CONSCOEF.SYN File 5-9

6 MODEL OUPUTS 6-1HTTAB File 6-1MODE.OUT File 6-1

7 FUTURE MODEL ENHANCEMENTS 7-1

iii

LIST OF TABLES

TableNumber Title Page

4-1 STATDAT.yya File Format 4-3

5-1 Auto Occupancy Factors 5-2

5-2 Description of Terminal Times 5-3

5-3 MODESP.SYN UPARMS Definitions 5-5

5-4 MODEMP.SYN UPARMS Definitions 5-7

5-5 MODEMPMP.SYN UPARMS Definitions 5-8 5-6 CONSCOEF.SYN File Format 5-10

iv

LIST OF FIGURES

FigureNumber Title Page

2-1 FSUTMS Model Flow: Non-Transit Process 2-3

2-2 FSUTMS Model Flow: Single-Path Transit Process 2-4

2-3 FSUTMS Model Flow: Multi-Path Transit Process 2-5

2-4 FSUTMS Model Flow: Multi-Period/Multi-Path Process 2-6

3-1 FSUTMS MODE Non-Transit Process Model Flow Chart 3-3

3-2 FSUTMS MODE Single-Path Transit Model Flow Chart 3-6

3-3 FSUTMS MODE Multi-Path Transit Model Flow Chart 3-10

3-4 FSUTMS MODE Multi-Path/Multi-Period Transit 3-15Model Flow Chart

3-5 Transit District Compressions (MPMP) Flow Chart 3-

4-1 Annotated STATDAT.yya File 4-2

v

LIST OF APPENDICES

Appendix Title

A FSUTMS MODE.HWY (Non-Transit) Control File

B FSUTMS MODE.TR1 (Single-Path Transit) Control File

C FSUTMS MODE.TR2 (Multi-Path Transit) Control File

D FSUTMS MODE.TR3 (Multi-Path/Multi-Period Transit) Control File

E Default PROFILE.MAS Settings

F Sample MODE input files

G Sample MODE.OUT file

FSUTMS MODE Model, Final Report (October, 1997) 1-1

SECTION 1

INTRODUCTION

Mode choice models, also known as mode split or mode usage models, estimate the proportion of

total travel to be carried by public transit and the private automobile. The mode choice model of the

Florida Standard Urban Transportation Model Structure (FSUTMS) is called “MODE.” Mode

choice models, including MODE, generally apportion person-trips by origin and destination zone

to several categories of auto (e.g., drive alone, carpool) and public (e.g., bus, rail, etc.) transportation.

Simplified transit models are also available that simply convert person-trips to auto vehicle-trips.

When executing FSUTMS via the menu structure, MODE is the sixth step in the model chain if only

auto trips are being modeled. When modeling both transit and auto modes, MODE is the eighth step

in the model chain. There are four alternative mode choice models in FSUTMS. The mode choice

alternative selected for application will be determined by the extent to which the urban area has

current or plans for, fixed-route transit service. The four alternatives available are Non-Transit (also

known as “highway only”), Single-Path Transit, Multi-Path Transit, and Multi-Path/Multi-Period

Transit.

The MODE model accomplishes several specific tasks in building auto and transit vehicle trip tables:

• Performs a series of trip table manipulations which vary among the four alternative modechoice options.

• Applies vehicle occupancy rates (Non-Transit only).

• Creates a terminal time and parking cost file (TCPREP -- Transit only).

• Executes one of three multinomial logit mode choice models (MODESP, MODEMP orMODEMPMP for Transit applications only).

• Balances and factors trip tables.

• Combines all trip tables into one file.

During execution of the MODE non-transit module, the seven purpose person-trip table output from


DISTRIB is converted into a single purpose vehicle-trip table. However, during execution of the

transit mode modules, multi-purpose vehicle-trip tables are produced which subdivide auto trips by

vehicle occupancy category, and transit trips by type of transit service.

Further details on the MODE model are provided in the following sections of this report:

• Historical Background

• Overview of Model Structure

• Data Requirements

• Model Parameters and Rates

Model Outputs

• Future Model Enhancements


SECTION 2

HISTORICAL BACKGROUND

As discussed in Technical Report No. 1 (Overview of FSUTMS), the Florida Department of

Transportation (FDOT) began to standardize the structure of UTPS models for application in

urbanized area transportation studies throughout the State in 1978. This “Model Update” process

was undertaken in phases over several years, culminating in 1985 with the development of a

microcomputer version of FSUTMS to interface with the TRANPLAN travel demand software

system. The FSUTMS/TRANPLAN system has been enhanced over the years as new modeling

techniques continue to evolve and become incorporated into the process.

MODEL DEVELOPMENT UNDER UTPS

A standard FSUTMS MODE model was developed by FDOT during the same time frame as the

Model Update studies. The development of the MODE module is described in two reports entitled

“Urban Transportation Planning Model Update Phase II Task E: Develop Standardized Modal Split

Models” and “Urban Transportation Planning Model Update Phase III Task H: Modal Split

Refinement and Calibration Standards.” As with other FSUTMS modules, MODE was originally

developed to make use of modeling programs available as part of UTPS.

Prior to the development of microcomputer-based FSUTMS/TRANPLAN, the UTPS UMODEL

program was used to run the mode split program. There were several different mode choice models

in use in the state of Florida at that time. The majority of the larger urban areas in the state were

using a post distribution logit mode choice model whereas the smaller urban areas tended to use

either a pre-distribution or post-distribution cross classification mode choice model. A few areas

(Gainesville, Lee County and Brevard County) were using direct generation of auto trips, and

therefore, were not using a mode choice model at all. FDOT settled on two approaches to mode split

creating a standard logit mode choice model for larger urban areas and a standard cross classification

mode choice model for the smaller urban areas.

The original mainframe-based MODE module for larger urban areas using the logit mode choice


model included the execution of several programs. The UMATRIX program was used to combine

all of the trip tables into one table. UMODEL was then executed utilizing Florida's logit mode

choice FORTRAN program. UMATRIX was then run again to create a single transit person trip

table, apply auto occupancy factors and create a single auto vehicle-trip table. The final step was to

execute UMATRIX to balance the output trip tables and/or to convert the tables from

productions/attractions (P/A) to origins/destinations (O/D).

The MODE module for smaller urban areas began with the execution of UMATRIX to create a three

purpose trip table with Home-Based Work, Home-Based Non-Work, and Non-Home Based as the

three purposes. UMCON was then used to convert the trip tables into UTPS format. The zonal

interchanges were then separated using TRPTAB into three groupings, those not covered by transit,

those covered by transit without a special attractor and those covered by transit with a special

attractor. The UMODEL program was then run using the cross classification mode choice model.

TRPTAB was used to separate the NHB transit and auto trips and the I-E trips. The trip tables were

then converted to UTPS format by UMCON and then balanced and split into a single purpose auto

trip table and a transit trip table by UMATRIX.

While all Florida mode choice models may be categorized as post-distribution models, it should be

noted that alternative approaches have been used elsewhere in the U.S. Direct generation mode

choice models, generally used only in very small urban areas, involve application of separate trip

generation rates for auto and transit trips. Pre-distribution mode choice models are applied after

person-trips are generated but before trip distribution, resulting in separate trip distributions for auto

and transit trips. Post-distribution mode choice models, as used in Florida, are the most common

approach, whereby transit and highway assignments immediately follow the mode split process.

Finally, some areas have applied simultaneous trip distribution and mode choice models, in which

one operation determines the interchange by mode between production and attraction zone pairs.

Four types of post-distribution mode choice models have been applied in Florida:

Cross-Classification mode choice models operate in a similar manner to cross-classification

trip generation models, whereby the propensity to allocate trips (model(s) to the transit is


based on matrix operations reflecting the socioeconomic and accessibility characteristics of

each zone. These characteristics may include auto availability, income, transit availability, and

the presence of major trip attractors. This approach, used in the original Polk County model

developed during the 1970s, has since been abandoned in Florida.

� Highway-Only mode choice models simply convert person-trips to auto vehicle-trips through

application of auto occupancy factors. Some areas, notably Gainesville, have included special

applications to “factor out” non-auto trips but these approaches have since been abandoned

in favor of logit mode choice models when transit use is to be evaluated. Highway-only

models are still applied in many small-to-medium sized urban areas in Florida, where

significant transit service expansion is not anticipated.

� Multinomial Logit mode choice models include the single-path, multi-path, and multi-

period/multi-path applications of FSUTMS. A simplified representation of the Logit formula

is as follows:

Mst = A + l - A - B

l + eC(�u + D)

where: Mst = mode Split to Transit Mode

A = Transit Captives Fraction

B = Highway Captives Fraction

C = Slope Parameter which Determines Elasticity of the LOGIT Curve

D = Point of Symmetry of the LOGIT Curve

�u = Transit Impedance - Auto Impedance (Disutility Term)

Calibration consists of determining the values for terms A, B, C, and D.

� Nested Logit mode choice models allocate trips to primary modes (transit, auto) first, and

then allocate these primary mode shares to a variety of submodes (e.g., for transit, walk vs.

auto access; for auto, drive alone vs. shared ride). Recent directives from the Federal Transit


Administration (FTA) have indicated a preference for the nested logit approach in conducting

alternatives analysis, whereby submodes are nested within primary modes. Conversely, the

multinomial logit models contain a mixture of primary modes and submodes competing with

one another. “Hard-coded” nested logit models are currently operational in Miami, Orlando,

Southeast Florida, Tampa Bay, and Jacksonville. A generalized nested logit model for

FSUTMS is currently under development.

MODEL CONVERSION TO TRANPLAN

The current FSUTMS MODE module was structured for maximum compatibility with the original

UTPS MODE approach. However, over the years, the mode choice model has evolved into four

approaches: non-transit, single-path transit, multi-path transit, and multi-period/multi-path transit.

The non-transit approach converts person-trips to auto-trips using a set of auto occupancy factors

found in the PROFILE.MAS File. The other three mode choice alternatives are multinomial logit

models. Some urban areas in Florida (Miami, Orlando) have recently converted to use of nested

logit models. However, cross classification-based mode choice models, popular in small urban areas

during the 1970s, are no longer in use under FSUTMS.

Figures 2-1, 2-2, 2-3 and 2-4 depict the FSUTMS model flow for non-transit, single path, multi-path

and multi-period/multi-path transit applications. As indicated, MODE is preceded by trip

distribution (DISTRIB) and is followed highway assignment (HASSIGN) in the non-transit process.

For the single-path, multi-path, and multi-period/multi-path transit options, MODE is preceded by

transit path building (TPATH) and is followed by transit assignment (TASSIGN).

USER SUPPLIED FILES PROGRAM GENERATED FILES

- I’-

SPDCAP. I I _. _ _.

Optional Steps

FLORIDA STANDARD MODEL MACRO FLOW NON - TRANSIT PROCESS

CCC 3A-PG3.3/95-CP


1 1 P.S.

t-r

TPA-IH. II

FLORIDA STANDARD MODEL MACRO SINGLE - PATH TRANSIT PROCESS I

FIGURE

2-2


!i GEN l-JlJ% ZDATAl. 2DATA2. 2DATA3. ZC’ATM.

UN SPE TCAI

TOLL

I 1 r

I I’

G) Optional Steps

FLORIDA STANDARD MODEL MACRO FLOW MULTI - PATHTRANSIT PROCESS 2-3

USER JED FILES PROGRAM GENERATED F :ILES

LIN

L SPEi TCAI

TOLL1

HPATH I ‘IL

r --- C-

%E. TROUTEMli TPARMMD. OPTLNKAM.

%!!%%“. STATDAT:

CSOWALK. GENWALK. CENTFIOID.

II I I I

I P I\

++i TASSIGN L

L 4--_--4- -- YES

I MOBILE EMISSYN I-

Optional Steps

FLORIDA STANDARD MODEL MACRO MULTI - PATH /MULTI-PERIOD TRANSIT PROCESS I

FIGURE

2-4


SECTION 3

OVERVIEW OF MODEL STRUCTURE

The MODE module uses information described in terms of links, nodes, zones, and increments of

travel time. Information on highway and transit impedance skims is described in terms of travel

times by network links and nodes. Person-trips input to the Mode Choice model are defined by

traffic analysis zone. Finally, terminal times used in the Mode Choice model are defined by minutes

of travel time for each traffic analysis zone. Basic illustrations of links, nodes, and zones were

provided in the HNET documentation, a previous Technical Report of this series. The Mode Choice

model also depends on cost information for parking and transit fares.

The development and execution of each of the four MODE modules requires completion of several

steps. Some of these steps occur during model execution while others are accomplished prior to

running the model. This section will present an overview of each MODE module using the

following step-by-step outlines:

• NON-TRANSIT (HIGHWAY ONLY) MODEL

- MATRIX MANIPULATE(1) Step - MATRIX UPDATE Step - MATRIX TRANSPOSE Step

- MATRIX MANIPULATE(2) Step- REPORT MATRIX Step

• SINGLE-PATH/SINGLE PERIOD MODEL

- Preparation of Data- MATRIX MANIPULATE(1) Step- TCPREP Step- MODESP Step- MATRIX MANIPULATE(2) Step- MATRIX TRANSPOSE Step- REPORT MATRIX Step

• MULTI-PATH/SINGLE PERIOD MODEL

- Preparation of Data- MATRIX MANIPULATE(1-3) Step


- TCPREP Step- MODEMP Step- MATRIX MANIPULATE(4) Step- MATRIX TRANSPOSE Step- MATRIX MANIPULATE(5) Step- REPORT MATRIX Step

• MULTI-PATH/MULTI PERIOD MODEL

- Preparation of Data- LOAD TRANSIT STATION TO STATION Step- MATRIX MANIPULATE(1) Step- TCPREP Step- MODEMPMP Step- MATRIX MANIPULATE(2) Step- MATRIX UPDATE Step- MATRIX MANIPULATE(3) Step- MATRIX MANIPULATE(3) Step- REPORT MATRIX Step- TRANSIT DISTRICT COMPRESSIONS Steps

As described earlier in “Technical Report No. 1: Overview of FSUTMS,” execution of FSUTMS

is accomplished through use of a menu system which prompts the user for basic information about

the model run, including the year and alternate of input file names. The user must then specify one

of four mode options. The options for mode are Highway Only, Single-Path Transit, Multi-Path

Single Period Transit and Multi-Path/Multi-Period Transit. Separate options also exist for

application of nested logit model setups for Miami, Orlando, Tampa Bay, and Southeast Florida

Regional. Finally, the user selects the steps to be executed. Once the user selects the MODE model

for execution, a number of sub-steps are automatically called up through the FSUTMS control file.

The preparation of data is a manual process which occurs outside the model environment. The other

sub-steps presented in the above outline occur during execution of FSUTMS.

NON-TRANSIT (HIGHWAY ONLY) MODEL

Figure 3-1 is a flow chart depicting the model steps included under the FSUTMS MODE Non-

Transit (Highway Only) module. Appendix A depicts the FSUTMS control (or script) file,

“MODE.HWY”, used in directing model execution. This model differs from all other mode choice

options in that transit trips are not considered.


MATRIX MANIPULATE(1) Step

The first MODE.HWY sub-step is the execution of a TRANPLAN program called “MATRIX

MANIPULATE.” The purpose of MATRIX MANIPULATE is to combine the external-external

trip table (EETAB.AYY from EXT) and the internal trip table (PTRIPS.AYY from DISTRIB). The

program combines the single purpose EETAB.AYY file and the seven purpose PTRIPS.AYY file

to create a new eight purpose trip table. The output from this step is a temporary file named

MATRIX1.TEM that contains the eight purpose trip table in production/attraction (P/A) format. The

MATRIX1.TEM file is in a binary file format which contains machine-generated characters in place

of numbers and letters.

MATRIX UPDATE Step

The primary function of MATRIX UPDATE in MODE.HWY is to convert person-trips in the

MATRIX1.TEM file to vehicle-trips through application of auto occupancy factors for the four

home-based trip purposes and the nonhome-based trip purpose. The remaining three trip purposes

(Truck/Taxi, Internal-External and External-External) are initially generated as vehicle-trips and

therefore do not require auto occupancy factoring.

An auto occupancy factor is the mathematical inverse of an auto occupancy rate, a term commonly

used in transportation planning literature to describe relative levels of carpooling in a given

community. The auto occupancy factor is the ratio between person trips and vehicle-trips. Auto

occupancy factors are found in the PROFILE.MAS file and are listed as &AOFAC1 through

&AOFAC5. Table 5-1, in Section 5 of this report, lists the definition of each &AOFAC parameter

and includes representative auto occupancy factors from several recent FDOT travel characteristics

surveys.

As a first step in converting trip tables from an unbalanced production/attraction (P/A) format to a

balanced origin/destination (O/D) format the MATRIX UPDATE program halves all trip table

values. The output from this step is a temporary binary trip table file called MATRIX2.TEM.



This step creates a single purpose trip table from the factored trip table file MATRIX2.TEM

produced by the previous MATRIX UPDATE step. All eight trip purposes are combined during this

step. The file output by the MATRIX MANIPULATE step is another temporary unformatted

(machine-language) trip table file known as MATRIX3.TEM.

MATRIX TRANSPOSE Step

The purpose of the MATRIX TRANSPOSE step in MODE.HWY is to prepare a transposed trip

table file from the MATRIX3.TEM file. The output file from this step is a temporary binary file

named MATRIX4.TEM. The transposed matrix (MATRIX4.TEM) is like a “mirrored image” of

the MATRIX3.TEM file used as input. In other words, if MATRIX3.TEM shows 50 trips from Zone

1 to Zone 2 then MATRIX4.TEM will show 50 trips from Zone 2 to Zone 1. Transposing of the trip

table is another intermediate step in balancing the trip table.


The MATRIX MANIPULATE step is the final step required to produce a balanced vehicle-trip table

for use in traffic assignment. This step combines the factored temporary file MATRIX3.TEM and

the transposed temporary file MATRIX4.TEM. By halving the trip table, transposing it, and then

adding the two files together a balanced origin-destination trip table is created. The output file is a

single purpose, balanced trip table file named HTTAB.AYY that is subsequently used by the

highway assignment module (HASSIGN).

REPORT MATRIX Step

The purpose of the REPORT MATRIX step in MODE is to prepare a summary report of vehicle-trip

ends for all zones contained in the model. The factored and balanced vehicle-trip table file

HTTAB.AYY is used as input to this step.

SINGLE-PATH/SINGLE PERIOD MODEL

Figure 3-2 is a flow chart depicting the model steps included under the FSUTMS MODE Single-

Path Single-Period Transit module. Appendix B depicts the FSUTMS control file, “MODE.TR1",

Figure 3-2


1 MODE.TRl

PROFILEMAS &CBZONE

. . . . . . . . . . . . . . . . . MODE I:.: . . . .._ . . . . :.:.:.:.:.,.:.:.: . . . :.: . . . . . . . . . . . :.:.:.: . . . . . . . . . . . . .._

MATRIX MAN,P”mTE

. Merges Person Trips inlo three puposes. ,::::;:::::_:::::::;:::::~:::::::

:.:.~.:.~.~,.:.:.:.‘.:.:.:.,.:.

:::::::::::l::::::.:::::‘:::::::: I .:.:.:.:.:.:.:.:.:.:.:.:.:.:,:::::

:.:.:.:.:.:.:.:.:.:.:.:.:.:.: _, . . . . . . . . . . . . . . . . . . . . . . \...,:.;.:.::,:::::::::::::::2‘::::: “.“.‘.‘.‘.‘.‘.:.:.‘.:.; .,.,.,.,.,._._.ij,,,.,.,.,.,..

.~:::~.~:~:~:~:~:::::~:::::::::::.:.~~~:,:,:,:.:,:,:.:.

../.: :....., . . . . . . . . . . . . . . . . .

. . . . . . ..-.... . . . . . . . . . . . . . . . . . . . .

~~~~:‘:il ,::::::::::::::::.:.:.:.:::.:::: MODESP.EXE 1

1 MODESP.SYN si.:.. ..........

.:.:.:.:.:.:,:,:.:.:.:.:i’j:.: ..::.,:~:::::~::::i: 1

............ Mode cho ice Mo&j ~~~~

................... .A .... _ . ._

l Single PeriodlSlngle Path Muitinomal Loail

EETAB.AYY

..:.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,.,.,.,.,. fg::;. :: :.::::i:i:i.i:i:l:il and Exiemal Trips.

AREA REPRESENTS =MODE’ BOX IN OVERALL FSUTMS FLOWCHART

FSUTMS MODE.TRl FLOW CHART I FIGURE

3-2


used in directing model execution. This model differs from the “highway only” mode choice option

in that transit trip tables are generated. However, only one transit mode (local bus) is available under

this option.

Preparation of Data

There is one user-supplied ASCII data set used as input to the MODE.TR1 model. This file is called

“MODESP.SYN”. MODESP.SYN is the parameter file for the single-path mode choice model and

is required for model execution. The MODESP.SYN file contains the coefficients, captivity rates

and constants that are input to the utility expressions used in the execution of MODESP.EXE. The

format and specific contents for this file will be described in Section 5.


The purpose of the MATRIX MANIPULATE step is to create a three purpose trip table consisting

of home-based work (HBW), home-based nonwork (HBNWK) and nonhome-based (NHB) trip

purposes. The home-based nonwork purpose is a combination of home-based shop, home-based

social/recreation, and home-based other trips. The input file to this step is PTRIPS.AYY, a seven

purpose person trip table generated by the gravity model under the DISTRIB module. MATRIX

MANIPULATE creates the three purposes by designating purpose 1 (HBW) from PTRIPS.AYY as

purpose 1, purposes 2-4 (HBSH, HBSR & HBMISC) as purpose 2 and purpose 5 (NHB) as purpose

3. The output from this step is a temporary file named MODEIN.TEM. The MODEIN.TEM file

has an unformatted (machine-language) file format.

TCPREP Step

This step involves execution of an FDOT program designed to produce a file containing terminal

times and parking costs for each zone as input into MODESP.EXE. This program obtains the area

type of each centroid link using the LINKS.yya file and assigns the appropriate terminal time to those

links based on the specification of terminal times in the PROFILE.MAS file (&TERM 10-50). The

program also obtains parking costs of each zone using the ZDATA2.yya file. The file output by the

TCPREP step is another unformatted file known as “TCPREP.TEM.”


MODESP Step

This step involves the execution of an FDOT single path mode choice program. The mode choice

program is a three purpose, four mode Multinomial Logit Model. The three purposes are HBW,

HBNWK, and NHB, as described in the MATRIX MANIPULATE step. The four modes allocated

in the MODE.TR1 module are Drive Alone Auto, 2 Person Carpool, 3+ Person Carpool and Transit.

The input files for this step are the highway free-flow skims from HPATH (FHSKIMS.ayy), the

transit skims from TPATH (TSKIM.ayy), the transit fares from TPATH (TFARE.ayy), the terminal

times and parking costs (TCPREP.TEM), the three purpose trip table (MODEIN.TEM), and the

parameters from MODESP.SYN.

Four temporary person-trip table files are produced by MODESP.EXE. One file is produced for

each mode with the following names:

• AUTO1PA.TEM -- Drive Alone Auto

• AUTO2PA.TEM -- Two Person Auto

• AUTO3PA.TEM -- Three+ Person Auto

• TRAN1PA.TEM -- Transit

All of these files are unformatted and in the production/attraction (P/A) trip table format.


The MATRIX MANIPULATE step combines the four temporary table files generated by

MODESP.EXE along with truck-taxi and Internal-External vehicle-trips from the PTRIPS.AYY file

and External-External trips from the EETAB.AYY file into one five-purpose trip table. Purpose 1

is a combination of the AUTO1PA.TEM file along with purpose 6 (truck/taxi) and purpose 7

(Internal-External) from PTRIPS.AYY. The second purpose contains all data from

AUTO2PA.TEM, while purpose number three is the file contents of AUTO3PA.TEM. Purpose four

contains the External-External trips from the EETAB.AYY file and purpose five contains purpose

four from the TRAN1PA.TEM file.


The file output by the MATRIX MANIPULATE step is another unformatted file known as

“PERSPA.TEM“. This file is also in P/A format.


The MATRIX TRANSPOSE step is the final step required to produce a trip table for use in

HASSIGN and TASSIGN. This step applies factors to all five purposes of the temporary file

PERSPA.TEM in order to balance the trip table and convert from person trips to vehicle-trips. The

factors used are .5 for Drive Alone Auto trips, .25 for 2 Person Auto trips, .156 for the 3+ Person

Auto trips, .5 for the External-External trips and .5 for the Transit trips. A balanced trip table is

created in origin-destination (O/D) format. The output file is a five-purpose, balanced trip table

called HTTAB.ayy, that is used in both highway assignment (HASSIGN) and transit assignment

(TASSIGN).

REPORT MATRIX Step

The purpose of the REPORT MATRIX step in MODE.TR1 is to prepare a trip end summary report

for all five trip purposes for all zones from the &CBDZONE specified in PROFILE.MAS. The

factored and balanced trip table file HTTAB.AYY is used as input to this step.

MULTI-PATH/SINGLE-PERIOD MODEL

Figure 3-3 is a flow chart depicting the model steps included under the FSUTMS MODE Multi-Path

Single-Period module. Appendix C depicts the FSUTMS control file, “MODE.TR2", used in

directing model execution. This model differs from the single-path transit mode choice model in that

multiple transit modes are available during peak periods.

Preparation of Data

There is one user-supplied ASCII data set required as input to the MODE.TR2 model. This file is

called “MODEMP.SYN”. MODEMP.SYN is the parameter file for the multi-path mode choice

model. The MODEMP.SYN file contains the coefficients, captivity rates and constants that are input

to the utility expressions used in the execution of MODEMP.EXE. The format and specific contents

for this file are described in Section 5.


:.:):.::!:::::::...::..::::X .: ,.,., .:... :,: :.: :: . MOiri. ..:.:.:..: :.: ..:.: .: . . . . . . . ...<

MANiPULATt

............. i’ .-‘.‘I ....... .... ........ . . ..cj;. ... ............... .:::. ... .......... ......

Time and Parking -,-,..PREP.TEM

......... ... ............. . . ...... .......

SHADED AREA REPRESENTS ‘MODE’ BOX IN OVERALL FSUTMS FLOWCHART

FSUTMS MODETR2 FLOW CHART FIGURE

3-3 DOC 3.PG3-3/95-CP



The purpose of the MATRIX MANIPULATE step is to create a three purpose trip table consisting

of home-based work (HBW), home-based nonwork (HBNWK) and nonhome-based (NHB) trip

purposes. The input file to this step is PTRIPS.ayy. The first MATRIX MANIPULATE step for

multi-path/single-period is identical to the same first step for single-path mode choice. The output

from this step is a temporary file named MODEIN.TEM. The MODEIN.TEM file is in an

unformatted file format.


This MATRIX MANIPULATE step combines the four TFARE files (TFAREAM1.ayy,

TFAREAM2.ayy, TFAREAM3.ayy & TFAREMD.ayy) created in the TPATH module into one

FARE file containing four tables. The file output by this step is a temporary unformatted file named

TFARES.TEM. TFARES.TEM is an input file to the MODEMP.EXE mode choice program.


The purpose of this MATRIX MANIPULATE step is to combine the restrained (or peak period)

distance and travel time highway skims contained in the RHSKIMS.ayy file (produced in

DISTRIB.TR2) with the unrestrained (or midday) distance and travel time highway skims contained

in the FHSKIMS.ayy file (produced in HPATH).

The output file from this step contains four trip tables. These four trip tables include two distance

tables and two travel time impedance tables. The restrained distance and travel time tables are used

for the peak period (“AM”) and the unrestrained distance and travel time tables are used for the

midday or off-peak period (“MD”). The output file is a temporary unformatted file named

HSKIMS.TEM which is input to the MODEMP.EXE mode choice model.

TCPREP Step


times and parking costs for each zone as input into MODEMP.EXE. This program obtains the area

type of each centroid link using the LINKS.yya file and assigns the appropriate terminal time to those

links based on the specification of terminal times in the PROFILE.MAS file (&TERM 10-50). The


program also obtains parking costs of each zone using the ZDATA2.yya file. The file output by the

TCPREP step is another binary file known as “TCPREP.TEM.”

MODEMP Step

This step involves the execution of an FDOT multi-path mode choice program. The mode choice

program is a three purpose, five mode Multinomial Logit Model. The three purposes are HBW,

HBNWK, and NHB, as described in the MATRIX MANIPULATE step. The five modes allocated

in the MODE.TR2 module are Drive Alone Auto, 2 Person Carpool, 3+ Person Carpool, Local Bus

and Line Haul Transit.

The input files for this step are the combined skims from the last MATRIX MANIPULATE step

(HSKIMS.TEM), the combined transit fares from the second MATRIX MANIPULATE step

(TFARES.TEM), the terminal times and parking costs (TCPREP.TEM), the three-purpose trip table

(MODEIN.TEM), and the parameters from MODEMP.SYN.

Seven temporary person-trip table files are produced by MODEMP.EXE. There are three files auto

files and four transit files. The files have the following names:

• MPDA.TEM -- Drive Alone Auto

• MP2P.TEM -- Two Person Auto

• MP3P.TEM -- Three+ Person Auto

• MPLB.TEM -- Local Bus

• MPLHW.TEM -- Line Haul Walk Access

• MPLHDA.TEM -- Line Haul Drive Alone Auto Access

• MPLHSR.TEM -- Line Haul Shared Ride Auto Access

All of these files are unformatted and in the production/attraction (P/A) trip table format.



The purpose of this MATRIX MANIPULATE step is to create a four-purpose auto person trip table.

Purpose one of the trip table is the Drive Alone auto trips from MPDA.TEM plus the truck/taxi trips

and Internal-External trips from the PTRIPS.AYY file. Purpose two is the two-person auto trips

from MP2P.TEM. The third purpose is the 3+ person auto trips from the MP3P.TEM file. The

fourth and final purpose is the E-E trips from the EETAB.AYY file. The output file from this step

is a temporary unformatted file named AUTOPA.TEM.


The MATRIX TRANSPOSE step is required to produce a balanced trip table for use in HASSIGN

and TASSIGN. This step applies factors to all four purposes of the temporary file AUTOPA.TEM

in order to balance the trip table and convert from person trips to vehicle-trips. The factors used are

.5 for Drive Alone Auto trips, .25 for 2 Person Auto trips, .156 for the 3+ Person Auto trips, and .5

for the External-External trips. A balanced trip table is created in origin-destination (O/D) format.

The output file is a four purpose, balanced trip table AUTOOD.TEM. AUTOOD.TEM is a

temporary unformatted file.


The purpose of this final MATRIX MANIPULATE step is to combine the auto and transit trips into

one nine-purpose balanced trip table to be used for loading to highway and transit networks. The

first four purposes of the trip table are the four purposes from the AUTOOD.TEM file: Drive Alone

Auto plus Truck/Taxi plus Internal-External; 2 Person Auto; 3+ Person Auto; and External-External.

The fifth, sixth, and seventh purposes are the three purposes from the MPLB.TEM file: HBW,

HBNWK and NHB. The eighth purpose is the Line Haul with Walk access trips from the

MPLHW.TEM file. The ninth purpose combines both the Line Haul Drive Alone trips from the

MPLHDA.TEM file and the Line Haul Shared Ride trips from the MPLHSR.TEM file. The output

of this step is an unformatted file named HTTAB.ayy that is used as input to HASSIGN and

TASSIGN.


REPORT MATRIX Step


for all nine trip purposes from the &CBDZONE (specified in PROFILE.MAS) to all zones in the

model. The factored and balanced trip table file HTTAB.AYY is used as input to this step.

MULTI-PATH/MULTI-PERIOD MODEL

Figure 3-4 is a flow chart depicting the initial model steps included under the FSUTMS MODE Multi-

Path Multi-Period (MPMP) module. Figure 3-5 supplements this flow chart by depicting the process

used by the MPMP model to generate transit district compressions. The execution of district

compressions provides additional summary reporting but does not result in the generation of any

output files used by subsequent FSUTMS modules. Appendix D depicts the FSUTMS control file,

“MODE.TR3” used in directing model execution. This model differs from the multi-path/single-

period transit mode choice model in that multiple transit modes are available both during peak and

off-peak periods.

Preparation of Data

There are three user-supplied ASCII data sets required as input to the MODE.TR3 model. They are,

“MODEMPMP.SYN”, “CONSCOEF.SYN” and “STATDAT.yya”. MODEMPMP.SYN is the

parameter file for the multi-path/multi-period mode choice model. The MODEMPMP.SYN contains

the coefficients and captivity rates that are input to the utility expressions used in the execution of

MODEMPMP.EXE. The CONSCOEF.SYN file contains the coefficients for the constants that are

required for the MODEMPMP program. The last file required for execution of MODEMPMP.EXE

is the STATDAT.yya file. This file contains transit station data. The format and specific contents

for these files will be described in Sections 4 and 5.

LOAD TRANSIT STATION TO STATION(1) Step

This step generates a station access/egress file for the transit peak period for Line Haul with Auto

Access mode. The LOAD STATION TO STATION program uses the TPATHAM3.AYY file,

created by the TPATH module, to generate the Access/Egress file. One additional required file is

STATSTOP.ayy. STATSTOP.ayy, generated by TPATH, contains information on the transit stations

in the network.

:R SUPPLIED FILES PROGRAM GENERATED F -

YLES

SHADED AREA REPRESENTS WODE’ BOX IN OVERALL FSUTMS FLOW CHART

TPAMMWAW TPATHMD2AW

.halhpelicd~p9th M-l Lognmoa TSKlMAMl .AYY chdo M0d.l. TFAREAM~AW

TSKIMAM2.AYY FAREAMPAW TSKIMAM3.AYY TFAREAMBAW TSKlMMD1AY-Y TFAREMD~ A’fY TSKIMMD2.AY-Y TFAREMDS.AYY TSKIMMDBAYY TFAREMD3.AW

FSUTMS MODE.TR3 FLOW CHART FIGURE

3-4

USER SUPPLIED FILES PROGRAM GENERA TED FILES

SHADED AREA REPRESENTS ‘TRANSIT DISTRICT COMPRESSIONS” BOX IN OVERALL FSUTMS FLOW CHART

FSUTMS TRANSIT DISTRICT COMPRESSIONS FLOW CHART (I OF 4)

FIGURE

3-5 Dcclo-PGl-Y96GQ


TRANSIT DISTRICT

SHADED AREA REPRESENTS l TRANSlT DISTRICT COMPRESSIONS’ BOX IN OVERALL FSLJTMS FLOW CHART

FSUTMS TRANSIT DISTRICT COMPRESSIONS FIGURE

FLOW CHART (2 of 4) 3-5 Lmc1o-PG2-Ye6-cI


SHADED AREA REPRESENTS “TRANSIT DISTRICT COMPRESSIONS’ BOX IN OVERALL FSLJTMS FLOW CHART

FSUTMS TRANSIT DISTRICT COMPRESSIONS I

FIGURE

FLOW CHART (3 of 4) 3-5

USER SUPPLIED FILES

I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i

TRANSIT DISTRICT i

PROGRAM GENERATED FILES

SHADED AREA REPRESENTS ‘TRANSIT DISTRICT COMPRESSIONS’ BOX IN OVERALL FSLJTMS FLOW CHART

FSUTMS TRANSIT DISTRICT COMPRESSIONS FIGURE

FLOW CHART (4 of 4) d-5 ,-.+.^1^ ^^. -.-- --


This step generates a station access/egress file for the transit peak period for Line Haul with Walk and

Local Bus Access mode. The LOAD STATION TO STATION program uses the TPATHAM2.ayy

file, created by the TPATH module, to generate the access/egress file. The STATSTOP.ayy file is

also required as input.


This step generates a station access/egress file for midday transit for Line Haul with Auto Access

mode. The LOAD STATION TO STATION program uses the TPATHMD3.ayy file, created by the

TPATH module, to generate the access/egress file. The STATSTOP.ayy file is also required as input.


This step generates a station access/egress file for midday transit for Line Haul with Walk and Local

Bus Access mode. The LOAD STATION TO STATION program uses the TPATHMD2.AYY file,

created by the TPATH module, to generate the access/egress file. The STATSTOP.AYY file is also

required as input.

MATRIX MANIPULATE{ 1) Step

The purpose of the MATRIX MANIPULATE step is to create a four-purpose trip table consisting of

HBW, HBNWK and NHB and a single combined trip purpose. The input file to this step is

PTRIPS.ayy. The output from this step is a temporary file named MODEIN.TEM. The

MODEIN.TEM file is an unformatted file.

TCPREP Step


times and parking costs for each zone as input into MODEMPMP.EXE. This program obtains the

area type of each centroid link using the LINKS.yya file and assigns the appropriate terminal time to

those links based on the specification of terminal times in the PROFILE.MAS file (&TERM lo-

SO).The program also obtains parking costs of each zone using the ZDATA2.yya file. The file output

by the TCPREP step is another unformatted file known as “TCPREP.TEM.”


MODEMPMP Step

This step involves the execution of an FDOT multi-path/multi-period mode choice program. The

mode choice program is a four purpose, six mode Multinomial Logit Model. The three purposes are

HBW, HBNWK, and NHB, plus a total purpose, as described in the MATRIX MANIPULATE step.

The six modes allocated in the MODE.TR3 module are Drive Alone Auto, 2 Person Carpool. 3+

Person Carpool, Local Bus, Line Haul Transit with Walk Access, and Line Haul Transit with Auto

Access.

The following files are used as input for the MODEMPMP program: the transit skims from TPATH

(TSKIMAMl-3 .ayy and TSKIMMD 1 - 1 .ayy), the transit fares from TPATH (TFAREAM 1-3 .ayy and

TFAREMD l -3.ayy), the terminal times and parking costs (TCPREP.TEM), the four purpose trip table

(MODEIN.TEM), the highway skims from HPATH (FHSKIMS.ayy), the restrained highway skims

from DISTRIB (RHSKIMSayy) and the access/egress files from the four LOAD TRANSIT

STATION TO STATION programs (STATPD.TEM, STATPO.TEM, STATMD.TEM and

STATMO.TEM).

Twelve temporary person trip table files are produced by MODEMPMP.EXE. There are three auto

files, one local bus file and eight line haul transit files. All of these files are unformatted and in the

production/attraction (P/A) trip table format.


The purpose of this MATRIX MANIPULATE step is to create two trip table files. The first file is

a temporary four-purpose trip table named AUTOPA.TEM. Purpose one of the AUTOPA.TEM file

contains all of the drive alone person trips produced in the DA.TEM file created by the MODEMPMP

program, plus the Truck-Taxi and Internal-External person trips from the PTRIPS.AYY file created

by the DISTRIB module. The second purpose contains contains all person trips from the file

PERSON2.TEM created by the MODEMPMP program. All the trips in the PERSON3P.TEM file

created by the MODEMPMP program make up the third purpose. The fourth purpose contains the

External-External vehicle-trips produced by the EXT module. This file is in a production/attraction

(P/A) format, and is used later for transposing into a final highway trip table.


The second file produced by this MATRIX MANIPULATE step is a temporary three-purpose trip

table named VEHPAl .TEM. Purpose one of the VEHPAl .TEM file consists of all of the drive alone

person trips produced in the DA.TEM file created by the MODEMPMP program, plus the Truck-Taxi

and Internal-External person trips from the PTRIPS.AYY file created by the DISTRIB module and

the External-External vehicle-trips output by the EXT module. The second purpose contains all

person trips from the file PERSON2.TEM created by the MODEMPMP program. All the trips in the

PERSON3P.TEM file created by the MODEMPMP program make up the third purpose. This file,

also in the P/A format, is factored to vehicle-trips in the next step (MATRIX UPDATE) and is later

used for district-to-district compressions and summaries.

MATRIX UPDATE Step

The MATRIX UPDATE step utilizes VEHPAl .TEM as input. This step applies auto occupancy

conversions to the three purpose trip table in VEHPAl .TEM. Purpose one is the unfactored Drive

Alone, Truck/Taxi, I-E and E-E trips from the VEHPAl .TEM file. Since Drive Alone, Truck-Taxi,

Internal-External, and External-External trips are already in vehicle equivalents there is no need for

auto occupancy conversions. The person trips for purpose two, the two person trips from

PERSON2.TEM, are factored by 5 to convert to vehicle-trips. Person trips for purpose three, the

three plus person trips from PERSON3P.TEM, are factored by .3125 based on average vehicle

occupancy data for 3+ occupant trips. The output file is a temporary three purpose vehicle-trip table

file named VEHPA2,TEM, which is used in later district-to-district compressions and summaries.


The purpose of the MATRIX TRANSPOSE step is to produce a factored and balanced O/D trip table.

A temporary transposed trip table is produced. Each of the four purposes from the P/A file

AUTOPA.TEM and the transposed file are factored. Rather than separately factoring for auto

occupancies, and later trip table balancing, this step factors for auto occupancies and balancing

simultaneously.

Trips for purpose one (Drive Alone, Truck/Taxi and I-E trips) are factored by 5 (auto occupancy

of 1.0*0.5 transpose). Trips for purpose two (Auto two occupant trips) are then factored by .25 (auto

occupancy of 0.5*0.5 transpose). The Auto three-plus occupant trips (purpose three) are factored by


,156 (auto occupancy of .3125*0.5 transpose), and the E-E trips (purpose four) are factored by .5. The

output is a balanced temporary O/D person-trip table file containing four trip purposes.


This MATRIX MANIPULATE step creates a live-purpose trip table of transit trips. There are eight

input trip tables; each having the three purposes, HBW, HBO, NHB. The output file, LHMISC.TEM,

is a temporary person-trip file with the following five trip purposes:

l LHWA HBW - Line haul transit with walk access Home-based Workl LHWA HBNW - Line haul transit with walk access Home-based Nonworkl LHAA HBW - Line haul transit with auto access Home-based Workl LHAA HBNW - Line haul transit with auto access Home-based Nonworkl LHAA NHB - Line haul transit with auto access Nonhome-based


The purpose of this MATRIX MANIPULATE step is to combine the auto and transit trips into one-

ten-purpose balanced trip table to be used for loading to highway and transit networks. The first four

purposes of the trip table are the four purposes from the AUTOOD.TEM file, as follows:

l (1) Drive Alone Auto plus truck/taxi plus Internal-External;

l (2) 2 Person Auto;

l (3) 3+ Person Auto; and

l (4) External-External.

The fifth and sixth purposes are the three purposes from the M48.TEM file, output by MODEMPMP,

as follows:

l (5) local bus home-based work

l (6) local bus home-based other and non-home based as purpose six.

The seventh, eighth and ninth purposes are the first three purposes from the LHMISC.TEM file, as

follows:


l (7) line haul transit with walk access, Home-based Work (LHWAHBW)

l (8) line haul transit with walk access, Home-based Nonwork (LHWHBANW)

l (9) line haul auto access, Home-based work (LHAAHBW).

The tenth purpose combines purpose four (LHAA HBNW) and purpose five (LHAA NHB) from the

LHMISC.TEM file to produce the LHAANW purpose. The output of this step is an unformatted file

named HTTAB.ayy that is used as subsequent input to HASSIGN and TASSIGN.

REPORT MATRIX Step


for all ten trip purposes to all zones from the &CBDZONE specified in PROFILE.MAS. The factored

and balanced trip table file HTTAB.ayy is used as input to this step.

DISTRICT COMPRESSIONS Steps

Following the creation and reporting of the ten-purpose trip table file HTTAB.ayy, there are a series

of matrix compressions designed to aid the user conducting transit analyses by producing reports of

transit usage by district and superdistrict. Two conversion files are required input. ZONEDIST.SYN

contains the zone to district conversions and DISTSUPD.SYN contains the district to superdistrict

conversions. The following is a comprehensive list of the output reports from the district compression

section of the module:

l Report of trip purposes by district. Report of trip purposes by superdistrict. Report of mode by districtl Report of mode by superdistrictl Report of ratio of transit/total trips by districtl Report of ratio of transit/total trips by superdistrict

These reports are contained in the MODE.OUT file which will be discussed further in the MODEL

OUTPUTS section. Unless the user is performing detailed transit analyses, it is recommended that

all TRANPLAN sections of the MODE.TR3 file following creation and reporting of HTTAB.ayy be

deleted to reduce run time and storage space required for the district compressions and summaries.



SECTION 4

DATA REQUIREMENTS

The data requirements for the FSUTMS MODE models vary depending on which alternate mode

choice option is being run. As described in earlier sections, each of the four MODE modules is

slightly different with respect to input data files. MODE.HWY does not require any user supplied

data files as input. MODE.TR1, MODE.TR2 and MODE.TR3 all require files containing the

parameters for each MODE choice model. These parameter files will be described in Section 5 of this

report. MODEMPMP does require three non-parameter data files for input. These files, described

in this section, are named as follows:

STATDAT.yya

LINKS.yya

ZDATA2.yya

As with execution of any FSUTMS module, a PROFILE.MAS file is also required in the urban area

“working directory.” The STATDAT file makes use of standard FSUTMS input file naming

conventions -- the file extension indicates the year and alternate scenario being modeled. For

example, the file “STATDAT.90A” would contain 1990 transit station data for alternate “A”. The

file contents and formats used for the STATDAT.yya input file are presented in the following

paragraphs.

STATDAT (STATION DATA)

The STATDAT file contains transit station data need by the MODEMPMP program. This file is not

needed for MODEMP or MODESP operations as neither of these mode choice models support the

modeling of light rail, heavy rail, or rapid rail transit. (MODESP only models local bus, and

MODEMP only models local bus, and peak period express bus.) Figure 4-1 depicts an annotated

STATDAT.yya file. The format of this file is found in Table 4-1 and a sample file is located in

Appendix F.

FIGURE 4-1

1 5459 1234 200 0

2 5180 1276 200 0 3 4378 1362 200 0

4 5895 729 50 0

5 4665 861 50 0 6 4490 948 50 0 7 3293 374 200 0 8 4103 407 200 0

9 3258 423 50 0

10 3336 416 50 0 11 3141 321 200 0

12 3074 323 50 0 13 3421 569 200 0 14 3411 595 50 0

15 3410 593 50 0

16 3187 299 200 0 17 3282 255 50 0 18 3195 306 50 0 19 3106 472 50

pzd!zyTp

STATDAT.YYA File Format

0 0 2.00 1.00 EAST LAKE MALL 23X

0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00 0 2.00 1.00

GATEWAY MALL 100X DISSTON PLAZA FDOT LOT T.S. XMART DUN. KMART CLWTRMALL CARROLLWOOD FIRST BAPTIST FLETCH/FLORIDA BEARSS/FLORIDA ST. MATTHEW CH T&C KMART ROGERS FIELD BRANDON MALL BR. KMART TEMPLE TERRACE UNIV. BOWLING TERRACE PLAZA

50x 20x 20x 20x 21x 21x 22x 22x 22x 23X 23X 23X

Walk Time in Minutes from Park&Ride to Station

Long Term (9 hours) Short Term (3 hours) Parking Cost in Cents Parking Cost in Cents


Table 4-1: STATDAT File Format

Column l-4 5-6 7-10 11 12-15 16-20 21-25 2630 31-35 36-40 41 42-72

Contents STATION NUMBER

UNUSED STATION NODE

UNUSED STATION ZONE

PARK & RIDE CAPACITY IN VEHICLE SPACES

LONG TERM (9 HOURS) PARKING COST IN CENTS

SHORT TERM (3 HOURS) PARKING COST IN CENTS

WALK TIME IN MINUTES FROM PARK & RIDE TO STATION

WALK TIME IN MINUTES FROM KISS & RIDE TO STATION

UNUSED STATION IDENTIFICATION



As indicated in Table 4-1, each station is identified by number (consecutively), network node, station

zone number, and station name. Park-n-ride lot capacity, in number of vehicle spaces, is given except

at stations without park-n-ride facilities. Parking costs are divided into long-term (9 hours) and short-

term (3 hours), and expressed in cents. Long-term parking equates with a full working day, and these

costs should be higher than, or equal to, costs for short-term parking.

Walk times, in minutes of travel, are divided into the categories of park-n-ride and kiss-n-ride. Kiss-

n-ride walk times should always be shorter than average park-n-ride times since kiss-n-ride trips are

“drop offs” close to the station while park-n-ride trips may involve walking from the far corners of

a parking facility.

Data required for STATDAT.yya should be available through local transit agencies.

LINKS (HIGHWAY LINK DATA)

The LINKS.yya file is normally associated with the HNET module as its primary use is in building

highway networks. However, the TCPREP program, used during the execution of MODESP,

MODEMP, AND MODEMPMP, requires the LINKS file as input in the calculation of zonal terminal

times. Terminal times are computed based on a zone's area type, as defined in the LINKS file.

“Highway only” operations do not use the LINKS file during execution of the MODE module.

Technical Report No. 4, on the HNET module, should be referenced for a detailed description of file

contents in the LINKS file.

ZDATA2 (PARKING COST, EMPLOYMENT & ENROLLMENT DATA)

The ZDATA2 file is normally associated with the GEN module, as its primary use is in the generation

of trip attractions. However, the TCPREP program, used during the execution of MODESP,

MODEMP, and MODEMPMP, requires the ZDATA2 file as input in the calculation of zonal parking

costs. Parking costs are normally stored in the ZDATA2 file for each zone in the model (along with

data on employment and school enrollment). “Highway only” operations do not use the ZDATA2

file during execution of the MODE module. Technical Report No. 2, on the GEN module, should be

referenced for a detailed description of file contents in the ZDATA2 file.


SECTION 5

MODEL PARAMETERS AND RATES

All of the parameters required by the “highway only” MODE module are located in the

PROFILE.MAS file. PROFILE.MAS also contains several parameters needed for MODESP,

MODEMP, and MODEMPMP applications; however, other parameter files are needed for transit

MODE applications. This section of the report summarizes MODE parameters and rates by file

location, as follows:

PROFILE.MAS MODESP.SYN MODEMP.SYN MODEMPMP.SYN CONSCOEF.SYN

PROFILE.MAS PARAMETERS

The parameter requirements for the FSUTMS Highway-Only (MODE.HWY) MODE model include

the variable &AOFAC, to identify auto occupancy factors. (&AOFAC parameter settings are required

for the other FSUTMS mode choice options as well, but are input during DISTRIB, rather than

MODE, for calculation of congested impedances.) Auto occupancy factors are required for the first

five FSUTMS trip purposes, and are identified in the PROFILE.MAS file as &AOFAC1 through

&AOFAC5. (Truck-Taxi and External trips are already in vehicle equivalents and do not require a

vehicle occupancy conversion.) Table 5-1 lists the definition of each &AOFAC parameter and

includes representative auto occupancy factors from several recent FDOT travel characteristics

surveys.

&CBDZONE is used for the reporting of trip ends from the HTTAB.ayy file during transit mode

choice applications(MODE.TR1, MODE.TR2, MODE.TR3). An origin zone (or range of origin

zones) is identified for reporting of trip tables in the MODE module. The origin zone(s) for reporting

of trip ends is provided in the PROFILE.MAS file as &CBDZONE. The user may select this zone

based on user needs.

The TCPREP program, used by MODE.TR1, MODE.TR2 and MODE.TR3, requires the specification

Study

1992LCTS(l) 0.9000 0.6700 0.6900 0.7000 0.6800 1.1111 1.4925 1.4493 1.4286 1.47Of 1989TTCES(2) 0.8850 0.7090 0.6130 0.6290 0.8710 1.1299 1.4104 1.6313 1.5898 1.490: 1991 PBTS (3) 0.8772 0.6849 0.6061 0.6329 0.7042 1.1400 1.4600 1.6500 1.5800 1.420( 1987 OUTCS (4) 0.8470 0.5710 0.5520 0.5520 0.5750 1.1806 1.7513 1.8118 1.8116 1.739'

1995 TC2S (5) 0.9009 0.6061 0.5556 0.5747 0.5917 1.1100 1.6500 1.8000 1.7400 1.690( 1995 BTCS (8) 0.9259 0.7353 0.6849 0.6369 0.7246 1.0800 1.3800 1.4600 1.5700 1.380( 1998 RTA (7) 0.9174 0.7143 0.6711 0.6211 0.7813 1.0900 1.4000 1.4900 1.6100 1.280(

Note:

(1): Lee County Urban Travel Characteristics Study, FDOT Office of Systems Planning, September 1992.

(2): Tallahassee Urban Travel Characteristics Evaluation Study, FDOT, January 1990.

(3): Travel Patterns and Transit Needs Study of Palm Beach County, MPO of Palm Beach County, December 1991.

(4): Orlando Urban Travel Characteristics Evaluation Study, FDOT, April 1989.

(6): Treasure Coast Travel Characteristics Study, FDOT, June 1996.

(6): Broward Travel Characteristics Study, FDOT, FDOT, December 1996.

(7): Tampa Bay Regional Transportation Analysis Phase III, FDOT, 1996.

Table 5-I Auto Occupancy Factors

Trip Purpose Auto Occupancy Factor

&AOFACl LAOFACZ IAOFAC3 LAOFACQ &AOFACS

Trip Purpose Auto Occupancy Rate

HBW HBSH HBSlR HBO NH6 1 HBW HBSH HBSlR HBO NHB I


of terminal times by area type. Terminal times for area types 10 through 50 are provided by the

parameters &TERM1 through &TERM5, respectively. Parameter values for &TERM10-50 are

specified in whole minutes. Table 5-2 depicts default terminal times specified in the PROFILE.MAS

for FDOT’s FTOWN demonstration model. Terminal times were described earlier in Technical

Report No. 6 on the DISTRIB model. MODE.TR3 also requires the &ZONESA, &DISTRICT and

&SUPERDIST parameters in a series of MATRIX COMPRESS and MATRIX UPDATE steps. The

parameter &ZONESA specifies the last zone in the model. Transit trip information is reported by

“super-districts.” The &DISTRICT parameter tells the TRANPLAN MATRIX COMPRESS program

how many districts there will be after zone compression is run. Similarly, the &SUPERDIST

parameter specifies how many super- districts will exist after the districts are compressed to super-

districts. Appendix E depicts a typical PROFILE.MAS file.

UPARM FILES

The naming conventions used with the UPARMS files are the following:

• MODESP.SYN - single path mode choice parameter input file.• MODEMP.SYN - multi-path mode choice parameter input file.• MODEMPMP.SYN - multi-path/multi-period mode choice parameter input file.• CONSCOEF.SYN - constants for the multi-path/multi-period mode choice model.

MODESP.SYN FILE

This file contains parameters and constants for the single-path mode choice and auto occupancy

model. Table 5-3 describes each of the parameters and constants found in the MODESP.SYN file.

The format for each UPARMS parameter is:

UPARMS(n)=xx

where

n=parameter number

xx=value of UPARMS(n) parameter.

An example of a MODESP.SYN file can be found in Appendix F.

Table 5-2 Description of Terminal Times*

TERMINAL TIMES PARAMETER SETTING DESCRIPTION

&TERM10 5 Terminal time in minutes for CBD (Area Type 10).

&TERM20 3 Terminal time in minutes for Fringe area (Area Type 20).

&TERM30 1 Terminal time in minutes for Residential area (Area Type 30).

&TERM40 3 Terminal time in minutes for OBD (Area Type 40).

&TERM50 1 Terminal time in minutes for Rural area (Area Type SO). ‘sourcs: FTOWN 95A PROFILEMAS


Table 5-3 MODESP.SYN UPARMS Definitions

25 26 24 25

Number of Internal Zones Auto Operating Cost Carpool Occupancy K value for HBW Auto-l K value for HBNWK Auto-l K value for NHB Auto-l Captivity rate for HBW Drive-alone Captivity rate for HBW 2-per Auto Captivity rate for HBW 3+ per Auto Captivity rate for HBW Local Bus K value for HBW Auto-2 K value for HBNWK Auto-2 K value for NHB Auto-2 Captivity rate for HBNWK Drive-alone Captivity rate for HBNWK 2-per Auto Captivity rate for HBNWK 3+ per Auto Captivity rate for HBNWK Drive-alone Captivity rate for HBNWK 2-per Auto Captivity rate for HBNWK 3+ per Auto Captivity rate for HBNWK Drive-alone Captivity rate for HBNWK 2-per Auto

83 91 92 93

K value for HBW Auto-3+ K value for HBNWK Auto-3+ K value for NHB Auto-3+ K value for HBW Transit K value for HBNWK Transit K value for NHB Transit AK for HBW (constant) AK for HBNWK (constant) AK for NHB (constant) BK for HBW (constant) BK for HBNWK (constant) BK for NHB (constant) CK for HBW (constant) CK for HBNWK (constant) CK for NHB (constant) DK for HBW (constant) DK for HBNWK (constant) DK for NHB (constant) EK for HBW (constant) EK for HBNWK (constant) EK for NHB (constant)



MODESP.SYN contains parameters and constants arranged by mode. The modes are Drive Alone

Auto, 2 Person Auto, 3+ Person Auto and Local Bus. For each mode there are three trip purposes,

Home-based Work, Home-based Nonwork, and Nonhome-based. Each mode and purpose pair has

a K value and captivity rate. Additionally, each trip purpose also has five constants. The number of

internal zones, auto operating cost and carpool occupancy are also defined as UPARMS. The values

for the parameters, rates and constants in MODESP.SYN should ideally be derived from studies of

the specific urban area being modeled; however, it is common practice to borrow parameters, rates,

and constants from other urban areas exhibiting similar travel characteristics.

MODEMP.SYN FILE

The MODEMP.SYN file contains all the same parameters as MODESP.SYN along with several

additional parameters.. The multi-path mode choice model has the same three trip purposes as the

single-path mode choice model but includes three additional modes. Express bus with walk and local

bus access, express bus with drive alone access and express bus with shared ride access are added in

the MODEMP model. Each of these modes requires a set of K values, the five constants and a set

of captivity rates.

Four additional parameters are specified in MODEMP.SYN. A parameter for HOV policy is

specified in this file. The HOV policy is specified by a 1, 2, or 3. A value of “1" indicates there are

no “HOV only” lanes present, a value of “2" indicates HOV lanes are accessible by vehicles with 2

or more occupants and a value of “3" allows only 3-plus occupant vehicles to access HOV lanes. As

a result of this parameter, carpool occupancy parameters must be specified in MODEMP.SYN for

both the 2+ and 3+. The addition of express bus modes requires identification of park-n-ride parking

costs in MODEMP.SYN. The last additional parameter specified in MODEMP.SYN is the average

auto access highway speed used to specify the access speed to express bus. Table 5-4 defines each

of the input parameters contained in MODEMP.SYN.

MODEMPMP.SYN FILE

The MODEMPMP.SYN file contains eighteen parameters used by the MODEMPMP program.

(Constants and coefficients are maintained in a separate file named CONSCOEF.SYN.) A sample

MODEMPMP.SYN file is located in Appendix F. The format of the input data is identical to the

format used for the MODESP.SYN and MODEMP.SYN files. However, the UPARMS requirements

Table 5-4

MODEMP.SYN UPARMS Definitions

UPARMS Description UPARMS Description Number Number

1 Number of internal Zones 2 Auto Operating Cost 3 Auto Occupancy for All Carpools (2+) 4 Auto Occupancy for 3+ Carpools 5 Park-n-Ride Parking Cost 6 Average Auto Access Highway Speed 11 K value for HBW Auto-l 12 K value for HBNWK Auto-l 13 K value for NHB Auto-l 14 K value for HBW Auto-2 15 K value for HBNWK Auto-2 16 K value for NHB Auto-2 17 K value for HBW Auto-3+ 18 K value for HBNWK Auto-3+ 19 K value for NHB Auto-3+ 20 K value for HBW Local Bus 21 K value for HBNWK Local Bus 22 K value for NHB Local Bus 23 K value for HBW Express Bus Walk/Local Bus Access 24 K value for HBW Express Bus Drive Alone Access 25 K value for HBW Express Bus Shared Ride Access 32 AK for HBW (constant) 33 AK for HBNW (constant) 34 AK for NHB (constant) 35 BK for HBW (constant) 36 BK for HBNW (constant)

37 BK for NHB (constant) 38 CK for HBW (constant) 39 CK for HBNW (constant) 40 CK for NHB (constant) 41 DK for HBW (constant) 42 DK for HBNW (constant) 43 DK for NHB (constant) 44 EK for HBW (constant) 45 EK for HBNW (constant) 46 EK for NHB (constant) 47 Captivity rate for HBW Auto-l 48 Captivity rate for HBW Auto-2 49 Captivity rate for HBW Auto-3+ 50 Captivity rate for HBW Local Bus 51 Captivity rate for HBW Express Bus Walk Access 52 Captivity rate for HBW Express Bus Drive Alone 53 Captivity rate for HBW Bus Shared Ride 54 Captivity rate for HBNW Auto-l 55 Captivity rate for HBNW Auto-2 56 Captivity rate for HBNW Auto3+ 57 Captivity rate for HBNW Auto-Local Bus 58 Captivity rate for NHB Auto-l 59 Captivity rate for NHB Auto-2 60 Captivity rate for NHB Auto3+ 61 Captivity rate for NHB Local Bus 91 HOV Policy (none, 2 or 3+)


and definitions are different from those used in the other MODE models. Table 5-5 defines each of

the input parameters contained in MODEMPMP.SYN. The MODEMPMP.SYN file is significantly

shorter than either the MODESP or MODEMP files due to the presence of the CONSCOEF.SYN file.

MODEMPMP.SYN contains the following parameters:

Number of internal zones

Auto operating cost for each carpool category

Auto occupancies for each carpool category by trip purpose

Average auto access speed for both the peak and midday

Park-n-ride mode constant adjustments for rail and express bus

Park-n-ride lot turnover rates for HBNW and NHB

Highest MetroRail station and express bus stop numbers

HOV policy (as described in MODEMP.SYN)

Internal rounding factor.

The source for auto occupancy factors and park-n-ride parameters should ideally be developed

specifically for the study area from survey data. Borrowing data from similar urban areas is

acceptable if local data are not available.

CONSCOEF.SYN FILE

This file contains the coefficients and constants used in the multinomial logit equation in the

MODEMPMP mode choice program. This file is not required for MODESP or MODEMP

operations. An example of a CONSCOEF.SYN file is found in Appendix F. The contents of the

CONSCOEF.SYN file are described in Table 5-6.

The CONSCOEF.SYN file contains the coefficients and constants grouped by mode and purpose.

Each of the twelve modes and three trip purposes has a set of four coefficients/constants except the

nonhome-based (NHB) purpose, which has one per mode. These coefficients and constants can be

borrowed from areas with similar trip characteristics but should be developed specifically for the

study area, if possible.

Table 5-5 MODEMPMP.SYN UPARMS Definitions

UPARMS Description Number

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 91 92

Number of Internal Zones Auto Operating Cost Auto Occupancy for HBW for Auto-2+ Auto Occupancy for HBNW for Auto-2+ Auto Occupancy for NHB for Auto-2+ Auto Occupancy for HBW for Auto-3+ Auto Occupancy for HBNW for Auto-3+ Auto Occupancy for NHB for Auto-3+ Average Auto Access Speed Peak ,Average Auto Access Speed Mid-Day ‘Highest Metrorial Station # Highest Express Bus Stop # Park&Ride mode constant adjustment, Metro Rail Park&Ride mode constant adjustment, Express Bus Park&Ride lot turnover rate HBNW Park&Ride lot turnover rate NHB HOV Policy

J Factor for internal rounding


Table 5-6 CONSCOEF.SYN UPARMS File Format

‘art 1: Mode Bias Constants

I HBW

1st I 2nd I 3rd

1.281 2.608 0.011 0.364 1.735 ! 1.648 5.076 2.266 4.843 3.152 . 3.554

1.281 2.608 0.011 0.364 1.735 1.648 5.078 2.265 4.84: 3.152 3.554

4th Increment

o.ooo 1.281 2.608 0.011 0.364 1.735

I 1.648 5.076

-0.846 -0.061 0.216

-0.026 9.999 ! 1.525 4.388 9.999 9.999 3.455 . 9.999

-0.846 -0.061 0.216

-0.026 9.999 1.525 4.380 g.ggg 9.99s 3.45: 9.996

-0.701 2 Person Carpool 0.059 b+Person Carpool 0.95 Local Bus

1.283 Line-haul, Walk/Local access - Metrorail 9.999 Line-haul, Walk/Local accass - Express Bus 2.272 Line-haul, ParkBRide, Metrorail, Drive Atone 4.611 Line-haul, Park&Ride, Metrorail, Shared Ride g.ggg Line-haul, Park&Ride, Express Bus, Drive Alone 9.999 Line-haul, Park&Ride, Express Bus, Shared Ride 4.47 Line-haul, Kiss&Ride, Metrorail

g.ggg Line-haul, Kiss&Ride, Express Bus

Part 2: Logit Model Coefficients 0.080 0.140 0.015 0.005 0.085 0.060 0.010 0.003 0.120 0.030 0.010 0.002

Walk Time Wait Time In Vehicle Line-Haul Time cost

Home-Based Work (HBW) Home-Based Nonwork (HBNW) Nonhome-Based (NHB)

Note: The Description of modes will vary by urban area (Modes may be different) The descriptions shown are for Jacksonville.


SECTION 6

MODEL OUTPUTS

As indicated earlier in the MODE model flowcharts, two output files are produced by the MODE

programs. The output file HTTAB.ayy is used as input to the subsequent HASSIGN and TASSIGN

modules. The output file MODE.OUT is purely for informational purposes and is either printed or

viewed on-screen by the user. Each of these output files is described in this section.

HTTAB.AYY FILE

A primary function of the MODE models is to generate final balanced trip tables that will be used in

highway assignment (for all MODE modules) and transit assignment (for MODE.TR1, MODE.TR2

and MODE.TR3). Each MODE module creates an unformatted HTTAB.ayy trip table file. The trip

purpose numbering scheme varies by module, as described below.

The HTTAB.ayy file output in the highway-only MODE module contains one trip purpose which is

the sum of all the input trip purpose to the MODE model from PTRIPS.ayy and EETAB.ayy.

MODE.TR1 produces an HTTAB.ayy file with five trip purposes. Purpose one contains the Drive

Alone Auto, Truck/Taxi, and Internal-External trips. Purpose two contains the 2 occupant auto trips

and purpose three contains the 3+ occupant auto trips. Purpose four includes external-external trips

and purpose five contains transit trips.

MODE.TR2 produces a nine-purpose HTTAB.ayy file. Purposes 1 through 4 are the same as

described in the previous paragraph on MODE.TR1. Purpose five contains the local bus for home-

based work (HBW) trips. Purposes six and seven include Local Bus home-based nonwork (HBNW)

and nonhome-based (NHB), respectfully. Purpose eight represents line haul transit with walk access

and purpose nine contains line haul transit auto access.

There are ten trip purposes in the HTTAB.ayy file output by MODE.TR3. The first six purposes are

identical to the HTTAB.ayy file produced by MODE.TR2. Purposes seven through ten are line haul

transit walk access HBW, walk access HBNW, Auto access HBW and Auto access HBNW

respectively.


MODE.OUT FILE

Each MODE model produces a summary report file entitled MODE.OUT. The MODE.HWY module

produces a different MODE.OUT file than the other MODE models. There are only two sections to

the highway-only MODE.OUT file. The first section is a “playback” of the control file and the

second section is a trip end summary for the single purpose trip table HTTAB.ayy.

The other MODE models produce MODE.OUT files that are divided into six sections. The first

section contains a “playback” of the first portion of the MODE control file including a detailed

description of the input file(s). The second section details all parameters, trip purposes, input and

output files, modes, as well as the utility expression used by the MODE program. The third section

provides a detailed mode split trip summary by trip purpose. The fourth section depicts a trip end

summary report by trip purpose, zone, and by productions/attractions. The fifth section is a

“playback” of sequential control file steps, detailing input and output file names. The sixth (and final)

section, entitled FDOT FSUTMS Matrix Reports contains two different reports. Appendix G contains

a sample MODE.OUT file. Additional information on the MODE.OUT file is provided in the

following paragraphs.

The first section of MODE.OUT plays back the first section of the control file after execution of the

MODE module. The input file(s) is detailed by number of zones, generating function, date, time and

name. This section may be useful for users who are not familiar with the detailed workings of

FSUTMS.

The second section begins by detailing each mode and trip purpose used by the MODE program. The

utility expression and the definitions of each variable, constant and coefficient is found the next part

of this section. The remainder of the information in this section is listed below.

• Number of Internal Zones• Total Number of Zones• Trip Table File Name• HBW Table Number from Trip Table File• HBNW Table Number from Trip Table File• NHB Table Number from Trip Table File• Transit Skim File Name• Walk Table Number from Transit Skim File• Wait Table Number from Transit Skim File• Run Table Number from Transit Skim File


• Transit Fare File Name• Highway Skim File Name• Time Table Number from Highway Skim File• Distance Table Number from Highway Skim File• Drive Alone Auto Output File Name• Two Person Auto Output File Name• Three Person Auto Output File Name• Transit Output File Name• Auto Operating Cost• 3+ Carpool Occupancy• Captivity Rates by mode and purpose• K Values by mode and purpose• Coefficients for AK, BK, CK, DK, and EK by purpose• Output File Trip Table Identification

This information provides the user with one cumulative report of the inputs and outputs used by the

MODE module. These values can be easily cross-checked to assure the proper coding.

The third section of the report provides the user with a mode split summary. This section reports the

total number of trips and the percentage of trips by both mode and purpose. Vehicle occupancy by

trip purpose is also reported.

The fourth section of MODE.OUT contains the trip end summary reports. Trip ends are listed by

zone, mode and purpose for both oringins and destinations. A final table lists the combined purposes.

Trip ends are reported by both total number and percentage.

The fifth section of the report is another “playback” of control file steps. This section details the input

file(s) for each step and lists the number of zones, generating function, date, time and name of the

file(s).

The final section of the report is the FDOT FSUTMS matrix reports. This section contains two

reports, person-trip table and trip end summaries. The person-trip table section details the person-

trips from the zone(s) specified by the &CBDZONE parameter in the PROFILE.MAS file, to all other

zones by purpose. The table shows trips by origin and destination.

The second part of the matrix reports section is a trip end summary report of all zones. The trip end


summary is listed by zone for each purpose. The summary shows origin and destination trips as well

as total and intrazonal trips for each zone. These tables can aid the user in finding inconsistencies in

zones. The origins and destinations should be approximately equal to one another.


SECTION 7

FUTURE MODEL ENHANCEMENTS

The earlier sections of this report describe the current MODE model. With the increased emphasis

through ISTEA on implementation of alternate forms of transportation, the MODE module has been

considered a high priority for FSUTMS enhancements. In fact, two major enhancements have

recently been incorporated into the MODE module. These enhancements include HOV modeling and

nested logit mode choice modeling.

FDOT/Central Office recently developed a standard methodology for modeling high occupancy

vehicles (HOVs). New FSUTMS control files have been developed for HOV modeling of highway-

only, single-path transit, multi-path transit, and multi-period/multi-path transit options. HOV

modeling requires the use of some new FSUTMS parameters in MODE.HWY, and calls for the use

of a new input file as well. At this point, these HOV procedure control files are options to the

standard FSUTMS control files currently in use.

FDOT/Central Office is also spearheading efforts to develop an FSUTMS Generalized Nested Logit

Mode Choice Model. Recent FTA and FHWA directives have indicated a preference for nested logit

mode (NLM) choice models because of their sensitivity to competition between modes and among

submodes. Rather than all modes competing for trips, as with multinomial logit models, modes

compete for trips within a “nest” using the NLM approach. For instance, if transit and auto are nested

modes, then the submodes of auto (drive alone vs. carpool) compete with each other, but not directly

with the submodes of transit (walk access vs. auto access).

Another major issue is the movement towards time-of-day modeling. This issue has become very

important under ISTEA, and implementation of these methodologies will impact mode choice

modeling. Other enhancement issues include use of congested skims in all mode choice models, use

of separate HOV/LOV (low occupancy vehicle) skims in all mode choice applications, and the

development of interactive mode choice/assignment feedback models. Additional data collection is

also necessary to define a standard set of model coefficients and constants through the application of

disutility assessment surveys. Finally, new tools may be developed for short term transit planning and


forecasting.

Future modifications to the FSUTMS models will be coordinated through the Model Task Force, and

its Transit Subcommittee. Input will also be received through FSUTMS Users Groups and the Florida

ITE Modeling Subcommittee. This input from modeling practitioners throughout Florida will be used

to refine future enhancements to the MODE model.

APPENDIX A

FSUTMS MODE.HWY (NON-TRANSIT) CONTROL FILE

$DOS ECHO ON$DOS REM ***** MODE ***** -- START$DOS ECHO OFF$DOs IF EXIST MODE.OUT DEL MODE.OUT$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $PTRIPS.&ALTOUT$INPUT FILE = TMAN2, usER ID = $EETAB.&ALTOUT$OUTPUT FILE = TMAN3, USER ID = $MATRIXl.TEM$

$HEADERS$INcLUDE TITLEPuRPl= H-B WORK, PURP2 = H-B SHOP, PURP3 = H-B SOC/REC, PURp4 =H-BMISCPURPS = NON H-B, PURP6 = TRUCK-TAXI , PURP7 = INT-EXT , PURP8 =x-x$DATATMAN3,Tl = TMAN1,TlTMAN3,T2 = TMANl,T2TMAN3,T3 = TMANl,T3TMAN3,T4 = TMANl,T4TMAN3,T5 = TMANl,TSTMAN3,TG = TMANl,TGTMAN3,T7 = TMANl,T7TMAN3,T8 = TMAN2,TlSEND TP FUNCTION$MATRIX UPDATE$FILES

INPUT FILE = UPDIN, USER ID = $MATRIxl.TEM$, UNLOADOUTPUT FILE = UPDOUT, USER ID = $MATRIX2.TEM$

$HEADERS$INCLUDE TITLE

FACTORED TRIP TABLE$DATATl,l-&ZONESA ,l-&ZONESA ,*&AOFAClT2,lGZONESA ,l-&ZONESA ,*&AOFAC2T3,1-&ZONESA ,l-&ZONESA ,*&AOFAC3TQ,l-&ZONESA ,l-&ZONESA ,*&AOFAC4TS,l-tZONESA ,l-&ZONESA ,*&AOFACSTl,l-&ZONESA ,l-&ZONESA ,*0.5T2,1-&ZONESA ,l-&ZONESA ,*0.5T3,1-&ZONESA ,l-&ZONESA ,*0.5T4,1-&ZONESA ,l-&ZONESA ,*0.5TS,l-&ZONESA ,l-&ZONESA ,*0.5T6,1-&ZONESA ,l-&ZONESA ,*0.5T7,1-&ZONESA ,l-&ZONESA ,*0.5T8,lGZONESA ,l-&ZONESA ,*0.5SEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $MATRIX2.TEM$, UNLOADOUTPUT FILE = TMAN2, USER ID = $MATRIX3.TEM$

SHEADERSSINCLUDE TITLE

TOTAL FACTORED TRIP TABLE$DATATMANZI,Tl=TMAN1,T1+TMAN1,T2+TMNl,T3+TMAN1,T4+TMANNl,T7+TMANl,T8SEND TP FUNCTION$DOS DATIME$MATRIX TRANSPOSE$FILES

INPUT FILE = TRNSPIN, USER ID = $MATRIX3.TEM$OUTPUT FILE = TRNSPOT, USER ID = $MATRIX4,TEM$

$HEADERSSINCLUDE TITLE

TRANSPOSED TRIP TABLESEND TP FUNCTI ON$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $MATRIX3,TEM$, UNLOADINPUT FILE = TMAN2, USER ID = $MATRIX4.TEM$, UNLOADOUTPUT FILE = TMAN~, USER ID = $HTTAB.&ALTOUT$


TOTAL TRIP TABLE FOR LOADING$DATATMAN3,Tl = TMANl,Tl + TMAN2,TlSEND TP FUNCTION$REPORT MATRIX$FILE

INPUT FILE = RTABIN, USE R ID = $HTTAB.&ALToUT$$OPTION

PRINT TRIP ENDS$PARAMETERS

SELECTED PURPOSE = 1SEND TP FUNCTION

$DOS DATIME$DOS ECHO ON$DOS REM ***** MODE ***** -- END$DOS ECHO OFF$DOS IF EXIST TRNPLN.ERR GOT0 ERR

APPENDIX B

FSUTMS MODE.TR1 (SINGLE-PATH TRANSIT) CONTROL FILE

$DOS ECHO ON$DoS REM ***** MODE ***** -- START$DOS ECHO OFF$DOS IF EXIST MODE.OUT DEL MODE.OUT$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMAN~, USER ID = SPTRIPS.&ALTOUT$OUTPUT FILE = TMAN2, USER ID = $MODEIN.TEM$


MERGED TRIP TABLEpURPl= H-BWORK, PURP 2 = H-B SHOP + SOC/REC + MISC, PURP 3 =

NHB$DATATMAN2,Tl = TMAN1,TlTMAN2,T2 = TMANl,T2 + TMANl,T3 + TMANl,T4TMAN2,T3 = TMANl,T5SEND TP FUNCTION$DOS DATIME$DOS ECHO ON$DOS REM START MODE CHOICE SINGLE PATH$DOS ECHO OFF$DOS TCPREP$DOS MODESP$DOS COPY MODE.OUT+MODESP.OUT >NUL$DOS DEL MODESP.OUT$DOS IF NOT EXIST MODE-ERR GOT0 MODE1$DOS DEL MODE.ERR$DOS GOT0 ERR$DOS :MODEl$DOS DATIME$DOS ECHO ON$DOS REM TRIP TABLE MANIPULATION$DOS ECHO OFF$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMAN~, USER ID = $AUTO~PA.TEM$, UNLOAD

INPUT FILE = TMAN2, USER ID = $AUT02PA.TEM$, UNLOADINPUT FILE = TMAN3, USER ID = $AUT03PA.TEM$, UNLOADINPUT FILE = TMAN~, USER ID = $PTRIPs.&ALToUT$INPUT FILE = TMANS, USER ID = $EETAB.&ALTOUT$INPUT FILE = TMAN6, USER ID = $TRAN~PA.TEM$, UNLOA DOUTPUT FILE = TMAN~, USE R ID = $PERSPA.TEM$

$HEADERS$INCLUDE TITLE"PERSONS" (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI + I-X

+ X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 =TRANSIT$DATATMAN7,Tl = TMANl,Tl + TMANl,T2 + TMANl,T3 + TMAN4, T6 + TMAN4, T7TMAN7,T2 = TMAN2,Tl + TMAN2,T2 + TMAN2,T3

TMAN7,T3 = TMAN3,Tl + TMAN3,T2 + TMAN3,T3TMAN7,T4 = TMAN5,TlTMAN7,T5 = TMANG,T4SEND TP FUNCTION$MATRIX TRANSPOSE$FILES

INPUT FILE = TRNSPIN, USER ID = $PERsPA.TEM$, UNLOADOUTPUT FILE = ODVOL, USER ID = $HTTAB.&ALTOUT$

$HEADERS$INCLUDE TITLE"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X+ X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 =TRANSIT

$OPTIONNO TRANSPOSED FILE

$PARAMETERPA FACTOR = 0.5, 0.25, 0.156, 0.5, 0.5AP FACTOR = 0.5, 0.25, 0.156, 0.5, 0.5

SEND Tp FUNCTION$REPORT MATRIX$FILE

INPUT FILE = RTABIN, USER ID = $HTTAB.&ALTOUT$$OPTION

PRINT TRIP ENDSPRINT TABLE

SPARAMETERSSELECTED ZONES = &CBDZONESELECTED PURPOSES = l-5

SEND TP FUNCTION$DOS DATIME$DOS ECHO ON$DOS REM Jr**** MODE ***** -- END$DOS ECHO OFF$DOS IF EXIST TRNPLN.ERR GOT0 ERR

APPENDIX C

FSUTMS MODE.TR2 (MULTI-PATH TRANSIT) CONTROL FILE

$DOS ECHO ON$Dos REM ***** MODE ***** -- START$DOS ECHO OFF$DoS IF EXIST MODE.OUT DEL MODE.OUT$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $PTRIPs.&ALTOUT$OUTPUT FILE = TMAN~, usER ID = $MODEIN.TEM$


MERGED TRIP TABLEPURP 1= H-B WORK, PURP 2 = H-B SHOP + SOC/REC + MISC, PURP 3 =

NHB$DATATMAN2,Tl = TMANl,TlTMAN2,T2 = TMANl,T2 + TMANl,T3 + TMANl,T4TMAN2,T3 = TMANl,TSSEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $TFAREAM~.&ALTOUT$INPUT FILE = TMAN2, USER ID = $TFAREAM2.&ALTOUT$INPUT FILE = TMAN3, USER ID = $TFAREAM3.&ALTOUT$INPUT FILE = TMAN~, USER ID = $TFAREMD.&ALT~UT$OUTPUT FILE = TMAN~, US ER ID = $TFARES.TEM$


MERGED MULTI-PATH TRANSIT FARESTl = PKLB FARE, T2 = PKXBW FARE, T3 = PKXBA FARE, T4 = MDLB

FARE$DATATMAN5,Tl = TMANl,TlTMAN5,T2 = TMAN2,TlTMANS,T3 = TMAN3,TlTMANS,T4 = TMAN4,TlSEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMAN~, USER ID = $RHSKIMS.&ALTOUT$I N PUT FILE = TMAN~, USER ID = $FHSKIMS.&ALTOUT$OU T P UT FILE = TMAN~, USER ID = $HSKIMS.TEM$

$HEADERS$INcLUDE TITLE

MERGED HIGHWAY TIME-DISTANCE SKIMSTl = PK DISTANCE, T2 = PK TIME, T3 = MD DISTANCE, T4 = MD

TIME$DATATMAN3,Tl = TMANl,T2TMAN3,T2 = TMANl,T4TMAN3,T3 = TMAN2,T2TMAN3,T4 = TMAN2,T3SEND Tp FU NC T I O N$DOS DATIME

$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS

t;z$DOS$DOS

ECHO ONREM START MODE CHOICE MULTI-PATHECHO OFFTCPREPMODEMPCOPY MODE.OUT+MODEMP.OUT >NULDEL MODEMP.OUTIF NOT EXIST MODE.ERR GOT0 MODE1DEL MODE.ERRGOT0 ERR:MODElDATIMEECHO ONREM TRIP TABLE MANIPULATIONECHO OFFDATIME

$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $MPDA.TEM$, UNLOADINPUT FILE = TMAN2, USER ID = $MP2P.TEM$, UNLOADINPUT FILE = TMAN3, USER ID = $MP3P.TEM$, UNLOADINPUT FI LE = TMAN~, USER ID = $PTRIPs.&ALTOUT$INPUT FILE = TMAN5, USER ID = $EETAB.&ALToUT$OUTPUT FILE = TMAN6, USER ID = $AUTOPA.TEM$

$HEADERS$INCLUDE TITLE"PERSONS" (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI + I-X

+ X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X

$DATATMAN6,Tl = TMANl,T4 f TMAN4,T6 + TMAN4,T7TMANG,T2 = TMAN2,T4TMAN6,T3 = TMAN3,T4TMAN6,T4 = TMAN5,TlSEND TP FUN CTION

$MATRIX TRANSPOSE$FILES

INPUT FILE = TRNSPIN, USER ID = $AUTOPA.TEM$, UNLOADOUTPUT FILE = O D V O L, U S ER ID = $AUTO~D.TEM$

$HEADERS$INCLUDE TITLE"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X+ X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3-t OCC, TABLE4= X-X$OPTION

NO TRANSPOSED FILE$PARAMETER

PA FACTOR = 0.5, 0.25, 0.156, 0.5*AP FACTOR = 0.5, 0.25, 0.156, 0.5

SEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMAN~, USER ID = $AUTOOD.TEM$, UNLOAD

INPUT FILE = TMAN~, USE R I D = $MPLB.TEM$, UNLOAD

INPUT FILE = TMAN3, USER ID = $MPLHW.TEM$, UNLOADI NPUT FILE = TMAN4, USER ID = $MPLHDA.TEM$, UNLOADINPUT FILE = TMAN5, USER ID = SMPLHSR.TEM$, UNLOADOUTPUT FILE = TMAN6, USER ID = $HTTAB.&ALT~UT$

$HEADERS$INCLUDE TITLEPl = AUTO D/A, P2 = AUTO 2 OCC, P3 = AUTO 3+, P4 = X-X

= LBHBW, P6 = LBHBO, P7 = LBNHB, P8 = LHW, P9 = LHA$~TATMAN6,Tl = TMANl,TlTMANG,T2 = TMANl,T2TMAN6,T3 = TMANl,T3TMAN6,T4 = TMANl,TITMANB,T5 = TMAN2,TlTMAN6,T6 = TMAN2,T2TMANG,T7 = TMAN2,T3TMAN6,T8 = TMAN3,TlTMANG,T9 = TMAN4,Tl + TMAN5,TlSEND TP FUNCTION$REPORT MATRIX$FILE

INPUT FILE = RTABIN, usER ID = $HTTAB.~ALTouT$$OPTION


SPARAMETERSSELECTED ZONES = &CBDZONESELECTED PURPOSES = l-9

SEND TP FUNCTION$DOS DATIME$DOS ECHO ON$DOS REM ***** MODE ***** -- END$DOS ECHO OFF$DOS IF EXIST TRNPLN.ERR GOT0 ERR

APPENDIX D

FSUTMS MODE.TR3 (MULTI-PATH/MULTI-PERIOD TRANSIT)

CONTROL FILE

$DOS ECHO ON$DOS REM ***** MODE ***** -- START$DOS REM ***** STATION TO STATION *****$DOS ECHO OFF$DOS IF EXIST MODE.OUT DEL MODE.OUT$DOS DATIME$LOAD TRANSIT STATION TO STATION$FILES

INPUT FILE = TRPATH, USER ID = $TPATHAM3.&ALTOUT$OUTPUT FILE = A C E G R E S, USER I D = $STATPD.TEM$


TRANSIT PEAK ACCESS STOPS -- LINE HAUL WITH AUTO ACCESS$0pTI0Ns

ACCESS EGRESS FILENO TRANSIT VOLUME FILE

SPARAMETERSARRIVAL MODES = 2RIDE MODES = 5,6,7DEPARTURE MODES = 1,3,4,8

+INCLUDE STATSTOP.&ALTOUTSEND TP FUNCTION$LOAD TRANSIT STATION TO STATION$FILES

INPUT FILE = TRPATH, USER ID = $TPATHAM2.&ALTOUT$OUTPUT FILE = AcEGRES, USER ID = $STATPO.TEM$

SHEADERS$INCLUDE TITLE

TRANSIT PEAK ACCESS STOPS -- LINE HAUL WITH WALK AND LOCAL BUS$OPTIONS


SPARAMETERSARRIVAL MODES = 1,3,4RIDE MODES = 5,6,7DEPARTURE MODES = 1,3,4,8

+INCLUDE STATSTOP.&ALTOUTSEND TP FUNCTI ON$LOAD TRANSIT STATION TO STATION$FILES

INPUT FILE = TRPATH, USER ID = $TPATHMD3.&ALTOUT$OUTPUT FILE = A C E G R E S, USER ID = $STATMD.TEM$


TRANSIT MIDDAY ACCESS STOPS -- LINE HAUL WITH AUTO ACCESS$OPTIONS

ACCESS EGRESS FILENO TRANSITS VOLUME FILE

SPARAMETERSARRIVAL MODES = 2RIDE MODES = 5,6,7DEPARTURE MODES = 1,3,4,8

+INCLUDE STATSTOP.&ALTOUTSEND TP FUNCTION$LOAD TRANSIT STATION TO STATION$FILES

INPUT FILE = TRPATH, USER ID = $TPATHMD2.&ALTOUT$OUTPUT FILE = ACEGRES, USER ID = $STATMO.TEM$


TRANSIT MIDDAY STOPS -- LINE HAUL WITH WALK AND LOCAL BUS$0pTI0Ns


SPARAMETERSARRIVAL MODES = 1,3,4RIDE MODES = 5,6,7DEPARTURE MODES = 1,3,4,8

+INCLUDE STATSTOP.&ALTOUTSEND TP FUNCTION$DOS ECHO ON$DOS REM ***** SUMMATION OF INPUT TRIP TABLE *****$DOS ECHO OFF$MATRIX MANIPULATESFILES

INPUT FILE = TMANl, USER ID = $PTRIPS.&ALTOUT$OUTPUT FILE = TMANZ, USER ID = $MODEIN.TEM$


MERGED TRIP TABLEPuRPl = H-B WORK, PURP 2 = H-BSHOP+SOC/REC+MISC, PURP 3 = NHB, PURP 4 = TOT$DATATMAN2,Tl = TMANl,TlTMAN2,T2 = TMANl,T2 + TMANl,T3 + TMANl,T4TMAN2,T3 = TMANl,T5TMANZ,T4 = TMAN1,Tl + TMANl,T2 + TMANl,T3 + TMANl,T4 + TMANl,T5

$DOS$DOS$DOS$DOS$DOS

$:::$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS$DOS

TP FUNCTION-DATIMEECHO ONREM START MODE CHOICE MULTI-PATHREM f**** Tc PREP *****ECHO OFFTCPREPECHO ONREM ***** MODE CHOICE PROGRAM *****ECHO OFFMODEMPMPCOPY MODE.OUT+MODEMP.OUT >NULDEL MODEMP.OUTDEL STAT*.TEMDEL TCPREP.TEMDATIMEECHO ONREM ***** CREATE HTTAB FILE *****ECHO OFF


INPUT FILE = TMANl, USER.ID = $DA.TEM$, UNLOAD

INPUT FILE = TMAN2, USER ID = $PERSON2.TEM$, UNLOADINPUT FILE = TMAN3, USER ID = $PERSON3P.TEM$, UNLOADINPUT FILE = TMAN4, USER ID = $PTRIPs.&ALTouT$INPUT FILE = TMANS, USER ID = $EETAB.&ALTouT$OUTPUT FILE = TMAN~, USER ID = $AUTOPA.TEM$OUTPUT FILE = TMAN~, USER ID = $VEHPA~.TEM$

$HEADERS$INCLUDE TITLE"PERSONS" (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI+ I-X + X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4 = X-X$DATATMAN6,Tl = TMANl,T4 + TMANl,T6 + TMAN4,T7

TMAN6,T2 = TMAN2,T4TMAN6,T3 = TMAN3,T4TMAN6,T4 = TMAN5,TlTMAN7,Tl = TMANl,T4 + TMAN4,T6 + TMAN4,T7 + TMAN5,TlTMAN7,T2 = TMANZ,T4TMAN7,T3 = TMAN3,T4SEND TP FUNCTION$MATRIX UPDATE$FILES

INPUT FILE = UPDIN, USER ID = $VEHPAl.TEM$, UNLOADOUTPUT FILE = UPDOUT, USER ID = $VEHPA2,TEM$

$HEADERS$INCLUDE TITLEVEHICLE TRIPS (P-A) FORMAT -- TALLE 1 = DRIVE ALONE+TRUCK/TAXI+I-X+x-I

TALBEZ = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC$DATAP2,1-&ZONESA ,l-tZONESA ,*0.5p3,1-&ZONESA ,l-&ZONESA ,*0.3125SEND TP FUNCTION$MATRIX TRANSPOSE$FILES

INPUT FILE = TRNSPIN, USER ID = $AUTOPA,TEM$, UNLOADOUTPUT FILE = O D V O L, USER ID = $AUTOOD.TEM$

SHEADERS$INcLUDE TITLE"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X$oPTIONS

NO TRANSPOSED FILESPARAMETERS

PA FACTOR = 0.5, 0.25, 0.156, 0.5AP FACTOR = 0.5, 0.25, 0.156, 0.5

SEND TP FUNCTION$DOS DATIME$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $M4578W.TEM$INPUT FILE = TMANZ, USER ID = $M468W.TEM$INPUT FILE = TMAN3, USER ID = $M4578PD.TEM$INPUT FILE = TMAN4, USER ID = $M4578PS.TEM$INPUT FILE = TMANS, USER ID = $M468PD.TEM$INPUT FILE = TMAN6, USER ID = $M468PS.TEM$INPUT FILE = TMAN7, USER ID = $M4578K.TEM$INPUT FILE = TMAN8, USER ID = $M468K.TEM$OUTPUT FILE = TMANS, USER ID = $LHMISC.TEM$


TEMPORARY FILE TO ADD THE TRANSIT TRIPS -- FOR INPUT TO HTTAB= LHWA HBW, P2 = LHWA NW , P3 = LHAA HBW, P4 = LHAA HBNW, P5 = LHAA NHB

SD1GATMAN9,Tl = TMANl,Tl + TMAN2,TlTMAN9,T2 = TMANl,T2 + TMANl,T3 + TMAN2,T2 + TMANZ,T3TMANS,T3 = TMAN3,Tl + TMAN4,Tl + TMAN5,Tl + TMAN6,Tl + TMAN7,Tl + TMAN8,TlTMANS,T4 = TMAN3,T2 + TMAN4,T2 + TMANS,T2 + TMAN6,T2 + TMAN7,T2 + TMAN8,T2TMANS,T5 = TMAN3,T3 + TMAN4,T3 + TMAN5,T3 + TMAN6,T3 + TMAN7,T3 + TMAN8,T3SEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $AUT~OD.TEM$, UNLOADINPUT FILE = TMAN2, USER ID = $M48.TEM$

INPUT FILE = TMAN3, USER ID = $LHMIsc.TEM$OUTPUT FILE = TMAN4, USER ID = $HTTAB.&ALTouT$

$HEADERs$INCLUDE TITLETRIP TABLES READY FOR LOADING -- Pl = D/A, P2 = 2 OCC, P3 = 3+ OCC, P4 = X-X

= LBHW, P6 = LBNW, p7 =LHWAHW,P8=LHWANW,P9=LHAAHW,PlO=LHAANW$ZTATMAN4,Tl = TMANl,TlTMAN4,T2 = TMANl,T2TMAN4,T3 = TMANl,T3TMAN4,T4 = TMANl,T4TMAN4,TS = TMAN2,TlTMAN4,T6 = TMAN2,T2 +TMAN2,T3TMAN4,T7 = TMAN3,TlTMANQ,T8 = TMAN3,T2TMANQ,T9 = TMAN3,T3TMAN4,TlO = TMAN3,T4 + TMAN3,T5SEND TP FUNCTION$REPORT MATRIX$FILE

INPUT FILE = R T A B I N, USER ID = $HTTAB.~ALTouT$$OPTION


$PARAMETERSSELECTED ZONES = &CBDZONESELECTED PURPOSES = l-10

SEND TP FUNCTION$DOS DEL DA.TEM$DOS DEL PERS*.TEM$DOS DEL LHMISC.TEM$DOS ECHO ON$DOS REM ***** I/P AND O/P PURPOSE BY DISTRICT *****$DOS ECHO OFF$MATRIX coMpREss$FILES

INPUT FILE = COMPIN, USER ID = $MoDEIN.TEM$, U N L O A DOUTPUT FILE = COMPOT, usER ID = $DIsTPERs.TEM$

SHEADERSSINCLUDE TITL E

REPORT DISTRICTS BY TRIP PURPOSE -- FROM DISTRIBUTIONPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$oPTIoNSWRITE COMPRESSED MATRIXPRINT COMPRESSED MATRIXNO TOTAL

SPARAMETERSNUMBER OF DISTRICTS = &DISTRICT

$DATASINCLUDE zoNEDIsT.sYNSEND TP FUNCTION$MATRIX COMPRESS$FILES

INPUT FILE = C O M P I N, USER I D = $DISTPERS.TEM$OUTPUT FILE = C O M P O T, U SE R ID = $S~PRPERS.TEM$


REPORT SUPER-DISTRICTS BY TRIP PURPOSE -- FROM DISTRIBUTIONPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

SOPTIONS

WRITE COMPRESSED MATRIXPRINT COMPRESSED MATRIXNO TOTAL

$PARAMETERSNUMBER OF DISTRICTS = GSUPERDIST

$DATA$INCLUDE DISTSUPD.SYNSEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $VEHPA2.TEM$, UNLOADINPUT FILE = TMAN2, USER ID = $HTTAB.~ALTouT$OUTPUT FILE = TMAN~, USER ID = $MISCM~DE.TEM$

$HEADERs$INCLUDE TITLE

TRIPS BY MODE OF TRAVEL -- FROM MODE SPLITPl = VEHICLES (P-A), P2 = LOCAL BUS, P3 = LINEHAUL

$DATATMAN3,Tl = TMAN1,Tl + TMANl,T2 + TMANl,T3TMAN3,T2 = TMAN2,T5 + TMANZ,T6TMAN3,T3 = TMAN2,T7 + TMAN2,T8 + TMAN2,T9 + TMAN2,TlOSEND TP FU NC T I O N$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $MISCM~DE.TEM$, UNLOAD

OUTPUT FILE = C O M P O T, USER ID = $DISTTOTS.TEM$SHEADERSSINCLUDE TITLE

REPORT DISTRICTS BY MODE OF TRAVEL --Pl = VEHICLES (P-A), P2 = LOCAL BUS,

$OPTIONS

FROM MODE SPLITP3 = LINEHAUL

WRITE COMPRESSED MATRIXPRINT COMPRESSED MATRIXNO TOTAL

$PARAMETERSNUMBER OF DISTRICTS = &DISTRICT

$DATA$INCLUDE ZONEDIST;SYNSEND TP FU NC T I ON$MATRIX COM P RE S S$FILES

INPUT FILE = COMPIN, USER ID = $DISTT~TS.TEM$$HEADERS$INCLUDE TITLE

REPORT SUPER-DISTRICTS BY MODE OF TRAVELPl = VEHICLES (P-A), P2 = LOCAL BUS,

SOPTIONSPRINT COMPRESSED-MATRIX.NO TOTAL

SPARAMETERSNUMBER OF DISTRICTS = &SUPERDIST

$DATASINCLUDE DISTSUPDSYNSEND TP FU NCT I O N

$DOS ECHO ON$DOS REM ***** TRANSIT DISTRICT COMPRESSIONS *****$DOS ECHO OFF$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $M48.TEM$

-- FROM MODE SPLITP3 = LINEHAUL

OUTPUT FILE = COMPOT, USER ID = $D48.TEM$$HEADERS$INCLUDE TITLE

LOCAL BUS TRIPS -- COMPRESSED TO DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$OPTIONSWRITE COMPRESSED MATRIXNO TOTAL


$DATA$INCLUDE ZONEDIST.SYNSEND TP FUNCTION$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $M4578W.TEM$OUTPUT FILE = COMPOT, USER ID = $D4578W.TEM$

$HEADERSSINCLUDE TITLELINE-HAUL, WALK/LOCAL BUS ACCESS, METRORAIL -- COMPRESSED TO DISTRICTS

Pl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTALSOPTIONS

WRITE COMPRESSED MATRIXNO TOTAL


$DATA$INcLuDE ZONEDIST.SYNSEND TP FUNCTION$MATRIX coMpREss$FILES

INPUT FILE = COMPIN, USER ID = $M468W.TEM$OUTPUT FILE = COMPOT, USER ID = $D468W.TEM$

$HEADERS$INCLUDE TITLELINE-HAUL, WALK/LOCAL BUS ACCESS, EXPRESS BUS -- COMPRESSED TO DISTRICTS

Pl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL$OPTIONS


SPARAMETER~NUMBER OF DISTRICTS = &DISTRICT

$DATA$INCLUDE ZONEDIST.SYNSEND TP FU NC TI ON$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $M4578PD.TEM$OUTPUT FILE = COMPOT, USER ID = $D4578PD.TEM$

$HEADERSSINCLUDE TITLELINE-HAUL, P/R ACCESS, METRORAIL, DRIVE ALONE -- COMPRESSED TO DISTRICTS




$DATA$INCLUDE ZONEDIST:SYN

@ND TP FU NCT IO N$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $M4578PS.TEM$OUTPUT FILE = COMPOT, USER ID = $D4578PS.TEM$

$HEADERS$INcLUDE TITLELINE-HAUL, P/R ACCESS, METRORAIL, SHARED RIDE -- COMPRESSED TO DISTRICTS





INPUT FILE = COMPIN, USER ID = $M468PD.TEM$OUTPUT FILE = COMPOT, USER ID = $D468PD.TEM$

SHEADERS$INCLUDE TITLELINE-HAUL, P/R ACCESS, EXPRESS BUS, DRIVE ALONE -- COMPRESSED TO DISTRICTS





INPUT FILE = COMPIN, USER ID = $M468PS.TEM$OUTPUT FILE = COMPOT, USER ID = $D468PS.TEM$

SHEADERS$INCLUDE TITLELINE-HAUL, P/R ACCESS, EXPRESS BUS, SHARED RIDE -- COMPRESSED TO DISTRICTS





INPUT'FILE = COMPIN, USER ID = $M4578K.TEM$OUTPUT FILE = COMPOT, USER ID = $D4578K.TEM$


LINE-HAUL, K/R ACCESS, METRORAIL -- COMPRESSED TO DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

SOPTIONSWRITE COMPRESSED MATRIXNO TOTAL


$DATA$INCLUDE ZONEDIST.SYNSEND TP FU NCT IO N

$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $M468K.TEM$OUTPUT FILE = COMPOT, USER ID = $D468K.TEM$


LINE-HAUL, K/R ACCESS, EXPRESS BUS -- COMPRESSED TO DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$0pTI0NsWRITE COMPRESSED MATRIXNO TOTAL


$DATA$INCLUDE ZONEDIST.SYNSEND TP FUNCTION$DOS ECHO ON$DoS REM ***** TRANSIT SUPER-DISTRICT COMPRESSIONS *****$DOS ECHO OFF$MATRIX coMpREss$FILES

INPUT FILE = COMPIN, USER ID = $D48.TEM$OUTPUT FILE = C O M P O T, USER ID = $s~~.TEM$


LOCAL BUS TRIPS -- COMPRESSED TO SUPERDISTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL


$PARAMETERSNUMBER OF DISTRICTS = &SUPERDIST

$DATA$INCLUDE DISTSUPD.SYNSEND TP FUNCT IO N$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $D4578W.TEM$OUTPUT FILE = C O M P O T, USER ID = $s4578W.~~~$

SHEADERS$INcLUDE TITLELINE-HAUL, WALK/LOCAL BUS ACCESS, METRORAIL -- COMPRESSED TO SUPERDISTS




$DATA$INcLUDE DIsTsupD.syNSEND TP FU NC T I O N;ETR;X COMPRESS

INPUT FILE = COMPIN, USER ID = $D468W.TEM$OUTPUT FILE = C O M P O T, USER ID = $S~~~W.TEM$

$HEADERSSINCLUDE TITLELINE-HAUL, WALK/LOCAL BUS ACCESS, EXPRESS BUS -- COMPRESSED TO SUPERDISTS



SPARAMETERSNUMBER OF DISTRICTS = tSUPERDIST

$DATASINCLUDE DISTSUPD.SYNSEND TP FUNCTION$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $D4578PD.TEM$OUTPUT FILE = COMPOT, USER ID = $S4578PD.TEM$


LINE-HAUL, P/R ACCESS, METRORAIL, DRIVE ALONE -- COMPRESSED TO SUPERDISTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

SOPTIONSWRITE COMPRESSED MATRIXNO TOTAL

SPARAMETERS-NUMBER OF DISTRICTS = &SUPERDIST


INPUT FILE = COMPIN, USER ID = $D4578PS.TEM$OUTPUT FILE = COMPOT, USER ID = $S4578PS,TEM$

SHEADERSSINCLUDE TITLELINE-HAUL, P/R ACCESS, METRORAIL, SHARED RIDE -- COMPRESSED TO SUPERDISTS




$DATA$INcLUDE DIsTsupD.sy~SEND TP FU NCT ION$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $D468PD.TEM$OUTPUT FILE = COMPOT, USER ID = $S468PD.TEM$

$HEADERSSINCLUDE TITLELINE-HAUL, P/R ACCESS, EXPRESS BUS, DRIVE ALONE -- COMPRESSED TO SUPERDISTS

. Pl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL$0pTI0Ns



$DATA$INcLUDE DISTSUPD.SYNSEND TP FUNCTION

$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $D468PS.TEM$OUTPUT FILE = COMPOT, USER ID = $s468pS.TEM$

$HEADERSSINCLUDE TITLELINE-HAUL, P/R ACCESS, EXPRESS BUS, SHARED RIDE -- COMPRESSED TO SUPERDISTS

Pl = HBW, p2 = HBNW, P3 = NHB, P4 = TOTALSOPTIONS




INPUT FILE = COMPIN, USER ID = $D4578K.TEM$OUTPUT FILE = COMPOT, USER ID = $S4578K.TEM$


LINE-HAUL, K/R ACCESS, METRORAIL -- COMPRESSED TO SUPERDISTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL


$PARAMETERSNUMBER OF DISTRICTS = CSUPERDIST

$DATA$INcLuDE DIsTsupD.syNSEND TP FU NC T I O N$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $D468K.TEM$OUTPUT FILE = COMPOT, USER ID = $S468K,TEM$


LINE-HAUL, K/R ACCESS, EXPRESS BUS -- COMPRESSED TO SUPERDISTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$OPTIONSWRITE COMPRESSED MATRIXNO TOTAL


$DATASINCLUDE DISTSUPD.SYNSEND TP FU NC T I O N$DOS ECHO ON$DOS REM ***** TRANSIT SHARES BY DISTRICT *****$DOS ECHO OFF$MATRIX MANIPUL AT E$FILEs

INPUT FILE = TMANl, USER ID = $D4578K.TEM$INPUT FILE = TMAN2, USER ID = $D4578PD.TEM$INPUT FILE = TMAN3, USER ID = $D4578PS.TEM$INPUT FILE = TMAN4, USER ID = $D4578W.TEM$INPUT FILE = TMANS, USER ID = $D468K.TEM$OUTPUT FILE = TMAN6, USER ID = $DIST~TR.TEM$

SHEADERS

SINCLUDE TITLEPARTIAL PURPOSE TOTALS FOR TRANSIT TRIPS -- SET 1 -- DISTRICTS

Pl = HBW, P2 = HBNW, P3 = NHB, ~4 = TOTAL$DATATMAN6,Tl = TMANl,Tl + TMAN2,Tl + TMAN3,Tl + TMAN4,Tl + TMAN5,TlTMANG,T2 = TMANl,T2 + TMANZ,T2 + TMAN3,T2 + TMAN4,T2 + TMANS,T2TMAN6,T3 = TMANl,T3 + TMAN2,T3 + TMAN3,T3 + TMAN4,T3 + TMANS,T3TMAN6,T4 = TMANl,T4 + TMAN2,T4 + TMAN3,T4 + TMAN4,TQ + TMAN5,T4SEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $D468PD.TEM$INPUT FILE = TMAN2, USER ID = $D468PS.TEM$INPUT FILE 7 TMAN3, USER ID = $D468W.TEM$INPUT FILE = TMAN4, USER ID = $D48.TEM$OUTPUT FILE = TMAN5, USER ID = $DISTZTR.TEM$


PARTIAL PURPOSE TOTALS FOR TRANSIT TRIPS -- SET 2 -- DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN5,Tl = TMANl,Tl + TMAN2,Tl + TMAN3,Tl + TMAN4,TlTMANS,T2 = TMANl,T2 + TMAN2,T2 + TMAN3,T2 + TMAN4,T2TMAN5,T3 = TMANl,T3 + TMAN2,T3 + TMAN3,T3 + TMAN4,T3TMANS,T4 = TMANl,T4 + TMAN2,T4 + TMAN3,T4 + TMAN4,T4SEND TP FUNCTIONSMATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $DIST~TR.TEM$INPUT FILE = TMAN2, USER ID = $DIST2TR.TEM$OUTPUT FILE = TMANS, USER ID = $DISTTR.TEM$


PURPOSE TOTALS FOR TRANSIT TRIPS -- DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN3,Tl = TMANl,Tl + TMAN2,TlTMAN3,T2 = TMANl,T2 + TMAN2,T2TMAN3,T3 = TMANl,T3 + TMAN2,T3TMAN3,T4 = TMANl,T4 + TMAN2,T4SEND TP FUNCTION$MATRIX UPDATE$FILES

INPUT FILE = UPDIN, USER ID = $DISTTR.TEM$OUTPUT FILE = upDouT, USER ID = $DISTTROO.TEM$

SHEADERSSINCLUDE TITL E

PURPOSE TOTALS FOR TRANSIT TRIPS -- DISTRICTS * 10000Pl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATl,l-&DISTRICT ,l-&DISTRICT ,*lOOOO.OT2,1-&DISTRICT ,l-&DISTRICT ,*lOOOO.OT3,1-&DISTRICT ,l-&DISTRICT ,*lOOOO.OT4,1-&DISTRICT ,l-&DISTRICT ,*lOOOO.OSEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $DISTTROO.TEM$INPUT FILE = TMANZ, USER ID = $DISTPERS.TEM$OUTPUT FILE = TMAN~, USER ID = $DISRAT.TEM$


RATIO TRANSIT/TOTAL TRIPS -- DISTRICTS * 10000Pl = HBW, p2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN3,Tl = TMANl,Tl/TMANZ,TlTMAN3,T2 = TMANl,T2/TMANZ,T2TMAN3,T3 = TMANl,T3/TMAN2,T3TMAN3,T4 = TMANl,T4/TMANZ,T4SEND TP FUNCTION$MATRIX COMPRESS$FILES

INPUT FILE = C O M P I N, U S ER ID = $DIsRAT.TEM$$0pTI0Ns

PRINT COMPRESSED MATRIXONE DISTRICT PER ZONENO TOTAL

SEND TP FUNCTION$MATRIX MANIPULATE$FILEs

INPUT FILE = TMANl, USER ID = $S4578K.TEM$INPUT FILE = TMAN2, USER ID = $S4578PD.TEM$INPUT FILE = TMAN3, USER ID = $S4578PS.TEM$INPUT FILE = TMAN~, USER ID = $s~~~~w.TEM$INPUT FILE = TMAN5, USER ID = $S468K.TEM$OUTPUT FILE = TMANB, USER ID = $SUP~TR.TEM$

$HEADERsSINCLUDE TITLE

PARTIAL PURPOSE TOTALS FOR TRANSIT TRIPS -- SET 1 -- SUPER-DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN6,Tl = TMANl,Tl + TMAN2,Tl +TMANG,T2 = TMANl,TZ + TMAN2,T2 +TMAN6,T3 = TMANl,T3 + TMAN2,T3 +TMAN6,T4 = TMANl,TI + TMAN2,T4 +SEND TP FUNCTIONSMATRIX MANIPUL AT E$FILES

INPUT FILE = TMANl, USER ID =INPUT FILE = TMAN2, USER ID =INPUT FILE = TMAN3, USER ID =INPUT FILE = TMAN4, USER ID =

TMAN3,Tl + TMAN4,Tl + TMAN5,TlTMAN3,T2 + TMAN4,T2 + TMANS,T2TMAN3,T3 + TMAN4,T3 + TMANS,T3TMAN3,T4 + TMAN4,T4 + TMANS,T4

$S468PD.TEM$$S468PS.TEM$$S468W.TEM$$S48.TEM$

OUTPUT FILE = TMANS, USER ID = $SUP2TR.TEM$$HEADERsSINCLUDE TITLE

PARTIAL PURPOSE TOTALS FOR TRANSIT TRIPS -- SET 2 -- SUPER-DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN5,Tl = TMAN1,Tl + TMAN2,Tl + TMAN3,Tl + TMAN4,TlTMANS,T2 = TMANl,TZ + TMAN2,T2 + TMAN3,T2 + TMAN4,T2TMAN5,T3 = TMANl,T3 + TMAN2,T3 + TMAN3,T3 + TMAN4,T3TMANS,T4 = TMANl,T4 + TMAN2,T4 + TMAN3,T4 + TMAN4,T4SEND TP FUNCTIONSMATRIX MANIPULATE$FILES

INPUT FILE = TMAN~, USER ID = $SUP~TR.TEM$INPUT FILE = TMANZ, USER ID = $SUP2TR.TEM$OUTPUT FILE = TMAN3, USER ID = $SUPERTR.TEM$


PURPOSE TOTALS FOR TRANSIT TRIPS -- SUPER-DISTRICTSPl = HBW, p2 = HBNW, p3 = NHB, p4 = TOTAL

$DATATMAN3,Tl = TMAN1,Tl + TMAN2,TlTMAN3,T2 = TMANl,T2 + TMANZ,T2TMAN3,T3 = TMANl,T3 + TMAN2,T3TMAN3,T4 = TMANl,T4 + TMAN2,T4SEND TP FU NCT IO N

$MATRIX UPDATE$FILES

INPUT. FILE = UPDIN, USER ID = $SUPERTR.TEM$OUTPUT FILE = UPDOUT, USER ID = $SUPTR~O.TEM$

SHEADERS$INcLuDE TITLE

PURPOSE TOTALS FOR TRANSIT TRIPS -- SUPER-DISTRICTSPl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATl,l-&SUPERDIST ,l-&SUPERDIST ,*lOOOO.OT2,1-&SUPERDIST ,l-&SUPERDIST ,*lOOOO.OT3,1-&SUPERDIST ,l-tSUPERDIST ,*lOOOO.OT4,1-&SUPERDIST ,l-&SUPERDIST ,*lOOOO.OSEND TP FUNCTION$MATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $SUPTR~O.TEM$INPUT FILE = TMANZ, USER ID = $SUPR~ERS.TEM$OUTPUT FILE = TMAN~, USER ID = $S~PRAT.TEM$

$HEADERs$INcLUDE TITLE

RATIO TRANSIT/TOTAL TRIPS -- SUPER-DISTRICTS * 10000Pl = HBW, P2 = HBNW, P3 = NHB, P4 = TOTAL

$DATATMAN3,Tl = TMANl,Tl/TMAN2,TlTMAN3,T2 = TMANl,T2/TMAN2,T2TMAN3,T3 = TMANl,T3/TMAN2,T3TMAN3,T4 = TMANl,T4/TMAN2,T4SEND TP FUNCTION$MATRIX COMPRESS$FILES

INPUT FILE = COMPIN, USER ID = $SUPRAT.TEM$$OPTIONS

PRINT COMPRESSED MATRIXONE DISTRICT PER ZONENO TOTAL

SEND TP FUNCTION$DOS DEL DIS*.TEM$DOS DEL SUP*.TEM$DOS DEL M4*.TEM$DOS DEL S4*.TEM$DOS DEL D4*.TEM$DOS REM DEL HRLDXY.TEM$DOS DATIME$DOS ECHO ON$DOS REM ***** MODE ***** -- END$DOS ECHO OFF$DOS IF EXIST TRNPLN.ERR GOT0 ERR

* 10000

APPENDIX E

DEFAULT PROFILE.MAS SETTINGS

&NAMEFTOWN&TWODIGITYES&ASCIIYES&ZONES115&ZONESA24&NODES4100&UNITS100&FSUTMSdirectory)..\GIS-TM&SKIP1&GROUP-PATH

&CBDZONE2&FACAMPK

&FACMD

&SELDESTl-24&GROUP EMIS-

&MOBILEC:\FSUTMS.X32&EMISFAC1.000&IMFAC.8000&F.MISTABLES1)1&GROUP-TOLLS

&TOLLFM

Study area name

The twodigit network flag

Used in HEVAL to produce a loaded network in ASCII format

Number of internal zones

Total number of zones including internal and external

Highest node number permitted

Coordinate units per mile

Location of special control files (blank = present

Skipping report level control flag

Following tag are for HPATH module

Home node(s) for path skimming

Destination node(s) for path skimming

Following tags are for emission (EMIS) module

Location of MobileSa files (IMDATA & TECH12)

Model VMT to HPMS VMT adjustment factor

IM/ATP credit adjustment factor

Tables on HTTAB file for intrazonal emissions (default =

Following tags are toll related (PATH, EQUILB)

Use of tolls facility model indication (- = not used)- TOLL FACILITIES MODELhMULTSQ Use of multiple server queues indication (- = not used)- MULTIPLE SERVER QUEUES&GMTIME Identifies impedance used in gravity model (TIME2 if TollModel)TIME1&GROUP HOV Following tags are HOV related (PATH, EQUILB)-

&HOV Identifies type of HOV if any - use with transit modelsNONE&HOV1 Used in HASSIGN to define HOV facility type- HOV LINKS, LINK GROUP2 = 80&HOV2 Used in HASSIGN to select purposes assigned to network- SELECTED PURPOSES = 1-2&HOV3 Used in Report Highway Load- ADD PURPOSES = 1-2CGROUP_DISTRIB Following tags are for DISTRIB module

&TERM105&TERM203&TERM301&TERM402&TERM501&MAXTIM40&ATITER10&GROUP-MODE

&AOFACl0.920&AOFAC20.640&AOFAC30.600&AOFAC40.680&AOFAC50.699&GROUP_EQUILB

&CONFACLevel)0.10&CAPFACLevel)0.1333&UROADF0.75&DAMPING0.5

Terminal time for area type 10





Maximum time used in FF.yya file (friction factors)

Maximum number of attraction iterations (gravity model)

Following tags are for MODE module

Autos per HBW person trip

Autos per HBShop person trip

Autos per HBSocRec person trip

Autos per HBMisc person trip

Autos per NHB person trip

Following tags are for EQUILB module

Factor to convert hourly capacity to daily capacity (E

Factor to convert hourly capacity to daily capacity (C

UROAD capacity

Damping factor

Following line&VFACTORSVARIABLE FACTOR FILE&ITER Maximum number10&GROUP-TOLLS (OLD) Following

factor used in equilibrium

used in equilibrium

must be left justified (no leading blanks)

of assignment iterations (equilibrium)

tags are for old UTPS toll process

&CTOLL0.04&TOLLS10.10&TOLLS20.20&TOLLS30.30&TOLLS40.40&TOLLS50.50&TOLLS60.60&TOLLS7

Impedance units per dollar of toll

Dollar value of tolls for toll class 1

Dollar value of tolls for toll class 2

0.70&TOLLS80.80&TOLLS90.90&TOLLS101.00&TOLLS111.10&TOLLS121.20&TOLLS131.30&TOLLS141.40&TOLLS151.50&TOLLS161.60&TOLLS171.70&TOLLS181.80&TOLLS191.90&TOLLS202.00&SERVT10.10&SERVT20.20&SERVT30.30&SERVT40.40&SERVT50.50&SERVT60.60&SERVT70.70&SERVTB0.80&SERVT90.90&SERVT101.00&SERVTll1.10&SERVT121.20&SERVT131.30&SERVT141.40&SERVT151.50&SERVT161.60&SERVT17

Service time in minutes for toll class 1

Service time in minutes for toll class 2

1.70&SERVT181.80&SERVl!191.90&SERVT202.00&GROUP-TRANSIT

hUNCONNECT255&FARE450&FARE575&FARE4575&FARE5450&PERIOD2&GROUP_SPECIAL

CSELZONE5&SELZONELO4QSELZONEHI6&SELZONES7,10,13&SELZONELO16&SELZONEHIl8&SELZONEL029&SELZONEHI211&SELZONEL0312&SELZONEHI314&GROUP_HEVAL

&ASCIIYES&ANALYSISNO&VALIDATEYES&GLSELECT0&GLTITLESummation for&GROUP-PLOT

&COLORS1,2,3,4,51,2,3,7,5

Following tags are for TRANSIT modules

Maximum time (minutes) allowed for any transit trip

Fare (cents) for mode 4 - typically local bus

Fare (cents) for mode 5 - typically express bus

Transfer fare (cents) from mode 4 to mode 5

Transfer fare (cents) from mode 5 to mode 4

Number of hours in transit analysis period

Following tags are for special processing

Selected zone to be analyzed (one only)

Set equal to one zone less than above SELZONE

Set equal to one zone higher than above SELZONE

Selected zone to be analyzed (2 or 3 only)

Set equal to one zone less than first SELZONE

Set equal to one zone higher than first SELZONE

Set equal to one zone less than second SELZONE

Set equal to one zone higher than second SELZONE

Set equal to one zone less than third SELZONE

Set equal to one zone higher than third SELZONE

Following tags are for HEVAL module

Produces HRLDXY.ASC file (similar to NETCARD output)

Sets HEVAL to run in analysis mode if "YES"

Sets HEVAL to run in validate mode if "YES"

Specifies geographic location to be reported in HEVAL

Specifies title for HEVAL runs using geographic locationGeographic Location 0Following tags are for the PLOT modules

Specifies color "order" of pen use (for HP650C) Others

&INITPENI

&PAPERManual)NORMALE&PLOTTERHP650C&ROTANG0&PLOTFAC0&PLOTWINPLOTXY.STD

Specifies color of pen used to annotate title blocks

Specifies paper size used in plotter (See TranPlan

Identification of attached plotter EX: HP Inkjet 650C

Rotation angle of plots (counter clockwise)

Scale factor in coordinate units per inch (0 auto fits)

The "standard" plot window

APPENDIX F

SAMPLE MODE INPUT FILES

MODESP.SYN

STATDAT.YYA

MODEMP.SYN

MODEMPMP.SYN

CONSCOEF.SYN

MODESP.SYN

uPARMs(1)=15,uPAms(2)=19.0,uPAFw(4)=3*2,u~~~~s(ll)=O.O,UP~s(l2)=O.O,upA.R~s(l3)=o.o,uPARMs(14)=. 0297,upzmis(15)=.0143,upARMs(16)=.0o71,up~s(17)=0.0,UPARMS(24)=. 1132,up~s(25)=. 0454,UPARMS(26)=0.000,u~~RMS(27)=0.0,UPAFudS(34)=. 1364,UPARhfS(35)=. 0397,uPARMS(36)=0.000,upARMs(37)=0.0,u~~~~s(21)=2.6267,UPARMS(22)=. 11758,UPARMs(23)=1.3372,upms(31)=4.0206,UPARMS(32)=. 6898O,UPAWS(33)=1.8508,up~s(41)=1.0897,UPARMS(42)=2.6193,UPARMs(43)=2.6046,upARMS(51)=0.080,UPARMS(52)=0.085,UPAFtMS(53)=0.120,UPARMS(~~)=~.~~~,UPARMS(~~)=O.O~O,UPARMS(~~)=O.O~O,upARMS(71)=0.015,UPARMS(72)=0.010,UP2iRMS(73)=0.010,UPARMS(81)=0.020,UPARMS(82)=0.010,UPARMS(83)=0~010,UPARMS(91)=0.005,UPAs(92)=0.003,uPAFtMs(93)=0.002

STATDAT.YYA

1 5603 896 1732 100 100 4.5 2.0 DADELAND SOUTH2 5610 905 1663 100 100 5.0 1.0 DADELAND NORTH3 5509 784 1362 100 100 2.0 0.8 SOUTH MIAMI4 5527 777 299 loo 100 2.0 0.9 UNIVERSITY5 5439 755 440 100 100 2.5 0.8 DOUGLAS ROAD6 5309 745 199 100 100 2.0 0.8 COCONUT GROVE7 5325 727 91 100 100 2.0 0.8 VIZCAYA8 5196 713 0 0 0 0.0 1.7 BRICKBLL9 4759 505 0 0 0 0.0 2.5 GOVT. CENTER

10 4748 534 0 0 0 2.0 0.8 OVBRTOWN (NO PARKING)11 4493 541 92 100 100 2.0 0.8 CULMBR12 4477 546 0 0 0 0.0 1.7 CIVIC CENTER13 4356 549 180 100 100 3.5 2.5 SANTA CLARA14 4216 448 66 100 100 3.0 2.0 ALLAPATTAH15 4193 435 25 100 100 3.5 2.5 E. HEIGHTS16 4054 436 428 100 100 3.5 2.5 BROWNSVILLE

MODEMP.SYN

upARxS(l)=699,uPARMs(2)=19.0,uPARMs(3)=2.5,uPARRs(4)=3.2,UPARMs(5)=O.O,UPARMS(6)=25.5,UPARMS(ll)=O.O,UPARMS(12)=O.O,UPARRS(13)=O.o,up~s(14)=2.33162,Up~s(15)=0.20494,UP~S(16)=0.12671,up~s(17)=3.71972,Up~s(18)=1.31678,UP~S(19)=1.17965,up~s(20)=0.14792,up~s(21)=0.76408,UP~S(22)=1.74528,upARMs(23)=0.13072,upAFW9(24)=2.04288,upARMs(25)=3.74275,uPARMs(32)=0.080,UPAS(33)=0.085,UPARBS(34)=0.120,UPARMS(35)=0.140,UPAS(36)=0.060,UPARRS(37)=0.030,UPABM.9(38)=0.015,UPAS(39)=0.010,UPARRS(40)=0.010,UPARMS(41)=0.005,UPAS(42)=0.003,UPARRS(43)=0.002,UPARMs(44)=0.005,UPA(45)=0.003,UPARRS(46)=0.002,upARMs(47)=0.000,UPAS(48)=0.000,UPARMS(49)=0~000,UPARMS(50)=0.000,UPAS(51)=0.000,UPARRS(52)=0.000,UPARMS(53)=0.000,UPAs(54)=0.000,uPARRs(55)=0~000,UPARMS(56)=0.000,UPAS(57)=0.000,UPARRS(58)=0~000,upARMs(59)=0.000,upARMs(60)=0.000,UPARMS(61)=0.000,UPARMS(91)=1.

MODEMPMP.SYN

uPARMs( 1)=1089,UPARMS( 2)=22.0,UPA.RMS( 3)=2.5,UPARXS( 4)=2.5,UPARMS( 5)=2.5,UPARMS( 6)=3.2,UPARXS( 7)=3.2,upARXS( 8)=3.2,uPARMS( 9)=22.0,uPARMs(10)=31.0,UPARMS(11)=25.0,UPARMS(12)=117.0,UPARMS(13)=0.0000,uPARMs(14)=0.0000,UPARMS(15)=3.0,UPAFtXS(16)=3.0,uPARMs(91)=1.0,UPARXS(92)=1.03387

CONSCOEF.SYN

1 0.000 0.000 0.000 0.000 0.000 0.000 0.0002 1.281 1.281 1.281 1.281 -0.846 -0.846 -0.8463 2.608 2.608 2.608 2.608 -0.061 -0.061 -0.0614 0.011 0.011 0.011 0.011 0.216 0.216 0.2165 0.364 0.364 0.364 0.364 -0.026 -0.026 -0.0266 1.735 1.735 1.735 1.735 9.999 9.999 9.9997 1.648 1.648 1.648 1.648 1.525 1.525 1.5258 5.076 5.076 5.076 5.076 4.388 4.388 4.3889 2.266 2.266 2.266 2.266 9.999 9.999 9.99910 4.843 4.843 4.843 4.843 9.999 9.999 9.99911 3.152 3.152 3.152 3.152 3.455 3.455 3.45512 3.554 3.554 3.554 3.554 9.999 9.999 9.9991 0.080 0.140 0.015 0.005 0.0052 0.085 0.060 0.010 0.003 0.0033 0.120 0.030 0.010 0.002 0.002

0.000-0.846-0.0610.216

-0.0269.9991.5254.3889.9999.9993.4559.999

0.000- 0 . 7 0 1

0.0590.9501.2839.9992.2724.6119.9999.9994.4709.999

APPENDIX G

HIGHWAY MODE.OUT

SINGLE PATH TRANSIT MODE.OUT

SMATRIX MANIPULATE$FILES

INPUT FILE = TMANl, USER ID = $PTRIPs.a95$OUTPUT FILE = TMAN2, USER ID = $MODEIN.TEM$

SHEADERSftown

MERGED TRIP TABLEPURP 1 = H-B WORK, PURP 2 = H-B SHOP + SOC/REC + MISC, PURP

3 = NHBSDATATMAN2,Tl = TMANl,Tl -TMAN2,T2 = TMANl,T2 + TMANl,T3 + TMANl,TITMAN2,T3 = TMANl,T5SEND TP FUNCTION

0FLORIDA D.O.T. ftown

PAGE NO. 1FSUTMS PURPl = H-BWORK, PURP2 = H-BSHOP, PURP3 = H-

BSOC/REC, PURP4 = H-BMISC DATE 160CT97VER 5.10 PURP5 = NONH-B , PURPG = TRUCK-TAXI, PURP7

= INT-EXT TIME 15~36~26

INPUT FILE NAME ---------- TMANl

FILE CHARACTERISTICS__--____-______________-__

USER FILE IDENTIFICATION - PTRIPS.a95

FILE HEADER ---___-----_-- ftonPURPl = H-BWORK, PURP2 =

H-BSOC/REC, PURPQ = H-BMISCPURPS = NONH-B , PURPG =

PURP7 = INT-EXT

GENERATING FUNCTION ------ GRAVITY MODEL

TYPE OF FILE ------------- VOLUME

GENERATION FILE NAME ----- GMVOL

GENERATION DATE ---------- 160CT97CURRENT DATE __---_---- 160CT97

GENERATION TIME -____-___- 15:36:17CURRENT TIME ---------- 15:36:26

FILE SIZE ---------------- MAXIMUM ZONE = 24

MAXIMUM TABLE NO. = 70FDOT STANDARD MODEL UPDATEPHASE IVSINGLE PATH MODE CHOICE AND AUTO OCCUPANCY MODEL

MULTINOMIAL LOGIT MODEL

H-BSHOP, PURP3 =

TRUCK-TAXI,

MODE# NAME1 DRIVE ALONE2 2 2 PER CARPOOL3 3+ PER CARPOOL4 TRANSIT

3 PURPOSE MODELl=HOME BASED WORK; 2=HOME BASED NONWORK; 3=NONHOME BASED

UTILITY EXPRESSIONU(M,P)=AK(P)*WK(M,P)+BK(P)*WT(M,P)+CK(P)*IVT(M,P)

+DK(P)*PC(M,P)+EK(P)*OC(M,P)+K(M,P)WHERE:

M = MODEP = PURPOSEK = CONSTANTSAK, BK, CK, CK, DK, EK = COEFFICIENTSu= UTILITYWK = WALK TIMEWT = WAIT TIMEIVT= IN VEHICLE TIMEPC = PARKING COSToc = OTHER COST

NUMBER OF INTERNAL ZONES = 15TOTAL NUMBER OF ZONES = 24TRIP TABLE FILE =HBW TABLE = 1HBNW TABLE = 2NHB TABLE = 3

TRANSIT SKIM FILEWALK TABLE = 1WAIT TABLE = 2RUN TABLE = 4

TRANSIT FARE FILEHIGHWAY SKIM FILE

TIME TABLE =DISTANCE TABLE =DRIVE ALONE AUTOTWO PERSON AUTO

THREE PERSON AUTOTRANSIT

PTRIPS.a95

= TSKIM.a95

= TFARE.a95= FHSKIMS.a953

OUTPUT FILE = AUTOlPA.TEMOUTPUT FILE = AUT02PA.TEMOUTPUT FILE = AUT03PA.TEMOUTPUT FILE = TRANlPA.TEM

AUTO OPERATING COST = 19.00 CENTS/MILE

3+ CARPOOL OCCUPANCY = 3.20 PERSONS0

CAPTIVITY RATES

DRIVE 2-PER 3+PER LOCALALONE AUTO AUTO BUS

_________________-_-____--~__-----------HBW .0297 .0143 .0071 0000HBNWK . 1132 .0454 .oooo : 0000NHB . 1364 .0397 .oooo .oooo

VALUES FOR KPURPOSE MODE

AUTO-l AUTO-2 AUT0/3+ TRANSIT________--____-__------- _-___---_______________--__________------HBW : .ooooooo 2.62670002.6267000 4.0206000 1.0897000HBNWK : * 0000000 . 1175800 . 6898000. 6898000 2.61930002.6193000NHB : . 0000000 1.3372000 1.8508000 2.6046000

COEFFICIENTSPURPOSE AK BK CK DK EK

HBW : . 0800 .1400.1400 .0150.0150 .0200.0200 .0050.0050HBNWK : . 0850 .0600 .OlOO .OlOO .0030NHB : . 1200 .0300 .OlOO .OlOO .0020

TABLES:1 = DRIVE ALONE2 = CARPOOL3 = TRANSITPERSON TRIPS

0MODE SPLIT SUMMARY

PURPOSE MODEAUTO-1 AUTO-2 AUT0/3+ TRANSIT

TOTAL__---___--___--------------mm- -_---___--_________--_____--~--_______--~

__-----_--------_HBW : 22405. 1495. 487. 37.

24424.: . 9173 . 0612 .0200 . 0015

HBNWK : 65645. 13754. 7510. 8.86916.

: .7553 . 1582 . 0864 .OOOl

NHB : 30366. 2227. 1122. 1.33716.

: . 9006 . 0660 .0333 .oooo

TOTAL : 118416. 17475. 9119. 46.145056.

: . 8163 . 1205 .0629 . 0003

145056. 145056. TRIPS INPUT TO THE MODEL

PURPOSE VEHICLE OCCUPANCYHBW = 1.0464 HBNWK =1.0592 TOTAL = 1.1154

1.1608 NHB =

SUMMARY OF CHOICE TRIPS

PURPOSE MODEAUTO-l AUTO-2 AUT0/3+ TRANSIT

TOTAL--______-----_--_____-_--------------_--_______________________________

___-----_-_------HBW : 11319.11319.

13044.: . 8677

HBNWK : 9201.9201.28912.28912.

:: .3182.3182

NHB : 5770.8700.

: .6632

TOTAL : 26289.50656.

: .5190

0FLORIDA D.O.T. ftown

PAGE NO. 1FSUTMS

HBW, NHBW, NHB, TOTALVER 5.10

CARPOOL/3+, TRANSIT

AUTO-lPERSON

ZONE---

PERCENT

1. 05

2.oo

3.oo

4. 00

5. 56

6. 40

7. 00

8

TRIPS PERCENTTRIPS

8015801582718271

0000788788

901901255255

291291627627

718718671671

745745850850

89989914911491

96.90 252

.oo 0

87.4687.46 113

87.6387.63 36

87.3387.33 87

90.0790.07 71

94.5594.55 49

88.0788.07 192

1298.

. 0995

12194.12194.

.. 42184218

1807.1807.

.2077.2077

15299.15299.

.3020.3020

390. 37.37.

. 0299. 0299 .0028.0028

7510.7510. 8.8.

.2597.2597 . 0003. 0003

1122.1122. 1.1.

.1290.1290 .OOOl.OOOl

9022.9022. 46.46.

.1781.1781 .0009.0009

SINGLE PASS MODE CHOICE -- PURPOSES =DATE 160CT97

MODES = DRIVE ALONE, CARPOOL/2,TIME 15:36:28

TRIP END SUMMARY --- PURPOSE HBW

P R O D U C T I O N S

AUTO-2+ TRANSIT

_______-----___ ___------___

TRIPS PERCENT TRIPS

3.053.05

.oo.oo

12.5412.54

12.3712.37

12.1212.12

9.539.53

5.455.45

11.3411.34

44

00

00

00

44

33

00

1010

. 59 16939 1400

. 32 157610 3607

.25 4010

11 2456. 00 2622

12 911. 09 1078

13 1318. 00 1603

14 15.oo 18

15 0. 00 0

16 0. 00 0

17 0.oo 0

18 0.oo 0

19 0.oo 0

20 0. 00 0

21.oo

22. 00

23. 00

24.oo

00

00

00

00

TOTAL. 15rl

2240424425

-FLORIDA D.O.T.

PAGE NO. 2FSUTMS


CARPOOL/3+, TRANSIT

88.83 171

89.95 393

93.67

84.51

82.22

83.33

. 00

. 00

f 00

. 00

. 00

. 00

-00

. 00

. 00

. 00

91.73

ftown

166

166

285

3

0

0

0

0

0

0

1984 8.12 37

PERSONZONE

---

PERCENT

1.27

2

AUTO-1

_---_--------mm

TRIPS PERCENTTRIPS

9617 93.3410303

978 85.79

10.85

9.80

6.33

15.40

17.78

16.67

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

5

10

0

1

0

0

0

0

0

0

0

0



TRIP END SUMMARY --- PURPOSE HBW

A T T R A C T I O N S

AUTO-2+ TRANSIT

-___-----___~__ _____-------

TRIPS PERCENT TRIPS

658 6.39 28

162 14.21 0

. 00

. 00

. 00

.29

. 5353

.oo.oo

.oo.oo

.oo.oo

.. 0606

.oo.oo

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.oo.oo

.. 0000

.oo.oo

.oo.oo

.oo.oo

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

TOTAL1515

'0'0

11401140126126

141141250250

282282305305

34134111631163

1326132630193019

34383438454454

489489910910

98398315741574

16451645

3542354238333833

257257279279

146146148148

42425252

21212525

0000

0000

0000

0000

0000

0000

0000

0000

0000

22404224042442524425

FLORIDA D.O.T.PAGE NO. 3

FSUTMSHBW, NHBW, NHB, TOTAL

VER 5.10cARPOOL/3+, TRANSIT

89.36 15 10.64

88.65 32 11.35

89.44 35 10.26

87.71 156 11.76

87.81 419 12.19

92.84 35 7.16

92.57 73 7.43

95.68 70 4.26

92.41

92.11

98.65

80.77

84.00

7.59

7.89

1.35

19.23

16.00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

.oo

91.73

ftown

291

22

2

10

4

0

0

0

0

0

. 00

. 00

* 00

-00

.oo

. 00

.oo

1984

. 00

. 00

8.12

SINGLE PASS

0

0

1

7

0

0

0

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

37

MODE CHOICE -- PURPOSES =DATE 160CT97


TRIP END SUMMARY --- PURPOSE HBNWK

PERSONZONE

---__-__---___ -m-e

PERCENTTRIPSTRIPS

1 3357333573.00 3613036130

22 00. 00. 00 00

33 15711571.oo.oo 29622962

44 575575. 00. 00 849849

55 15651565.04.04 23832383

66 19521952.04.04 27952795

77 27372737.oo.oo 36473647

88 28732873.04.04 47974797

99 26942694.02.02 43134313

1010 81318131. 02. 02 1288412884

1111 58775877.oo.oo 83838383

1212 15371537. 03. 03 30033003

1313 25422542. 00. 00 47294729

1414 1919. 00. 00 4646

1515 00. 00. 00 00

1616 00. 00. 00 00

1717 00. 00. 00 00

1818 00. 00. 00 00

1919 00. 00. 00 00

2020 00. 00. 00 00

2121 00. 00. 00 00

2222 00-00-00 00

2323 00. 00. 00 00

2424 00.oo.oo 00

AUTO-l AUTO-2+

PERCENT TRIPS FERCENT TRIPS

92.92

. 00

53.04

67.73

65.67

69.84

75.05

59.89

62.46

63.11

2556 7.07

0 .oo

1391 46.96

274 32.27

817 34.28

842 30.13

910 24.95

1922 40.07

1618 37.51

4751 36.88

70.11

51.18

53.75

41.30

. 00

.oo

. 00

.oo

.oo

. 00

. 00

. 00

. 00

. 00

2506

14651465

21872187

2727

00

00

00

00

00

00

29.89

48.78

46.25

58.70

. 00

. 00

. 00

.oo

. 00

-00

. 00

.oo

. 00

.oo

1

0

0

0

1

1

0

2

1

2

0

1

0

0

0

0

0

0

0

0

0

0

0

0

P R O D U C T

________-___--_

I O N S

TRANSIT

___---_--_-_

TOTAL 65646 75.52 21266 24.47'0 01 86921

FLORIDA D.O.T. ftownPAGE NO. 4

FSUTMS SINGLE PASS MODE CHOICE -- PURPOSES =HBW, NHBW, NHB, TOTAL DATE 160CT97

VER 5.10 MODES = DRIVE ALONE, CARPOOL/2,CARPOOL/3+, TRANSIT TIME 15:36:28

TRIP END SUMMARY --- PURPOSE HBNWK


PERSONZONE

------------------ ---------------

PERCENTTRIPSTRIPS

1 36384.Ol 44799

2 1014. 00 2680

3 865. 00 1257

4 751. 00 1284

5 1644.oo 2521

6 3252.05 6142

7 3543.oo 5773

8 1938.oo 2388

9 2376. 00 3259

10 5546. 00 6194

11 5727. 00 7548

12 994.oo 1290

13 1566. 00 1673

14 34. 00 82

15 12-00 31

16 0. 00 0

17 0. 00 0

18 0.oo 0

19 0. 00 0

AUTO-l AUTO-2+ TRANSIT

PERCENT TRIPS PERCENT TRIPS

81.22

37.84

68.81

58.49

65.21

52.95

61.37

81.16

72.91

89.54

75.8775.87 18211821

77.0577.05 296296

93.6093.60 107107

41.4641.46 4848

38.7138.71 1919

.oo.oo 00

-00-00 00

.oo.oo 00

.oo.oo 00

8409

1666

392

533

877

2887

2230

450

883

648

18.77 6

62.16 0

31.19 0

41.51 0

34.79 0

47.00 3

38.63 0

28.84 0

27.09 0

10.46 0

24.13

22.95

6.40

58.54

61.29

. 00

. 00

. 00

.oo

-----_-m--v-

20 0 -00 0 . 00. 00 0

21 0 .oo 0 .oo. 00 0

22 0 . 00 0 .oo. 00 0

23 0 .oo 0 * 00. 00 0

24 0 .oo 0 .oo. 00 0

TOTAL 65646 75.52 21266 24.47'0 01 86921



VER 5.10CARPOOL/3+, TRANSIT



PERSONZONE

---

PERCENT

1 18235.oo 19003

22 895.. 0000 1159

33 322.. 0000 438

44 421.. 0000 519

55 597.. 0000 783

66 1362.. 0000 1751

77 1910.. 0000 2303

88 659.. 0000 823

99 956.. 0000 1151

1010 1736.oo.oo 2053

1111 2435.. 0000 2741

12 359. 00 431

13 455. 00 523

TRIP END SUMMARY --- PURPOSE NHB


AUTO-1 AUTO-2+ TRANSIT

--_--------_--~ --_------------ ------------

TRIPSTRIPS


95.96 768 4.04 0

77.22 264 22.78 0

73.52 116 26.48 0

81.12 98 18.88 0

76.25 186 23.75 0

77.78 389 22.22 0

82.94 393 17.06 0

80.07 164 19.93 0

83.06 195 16.94 0

84.56 317 15.44 0

88.84 306306 11.1611.16

83.29 7272 16.7116.71

87.00 6868 13.0013.00

14 20. 00 29

15 7. 00 10

16 0.oo 0

17 0. 00 0

18 0.oo 0

19 0. 00 0

20 0. 00 0

21 0. 00 0

22 0. 00 0

23 0. 00 0

24 0.oo 0

TOTAL 30369.oo 3371717




68.97

70.00

.oo

.oo

.oo

.oo

.oo

.oo

.oo

.oo

. 00

90.07

ftown

AUTO-lPERSON

ZONE---

PERCENT

1 1826518265. 00 1905019050

2 896896. 00 11591159

3 322322. 00 441441

4 418418. 00 514514

5 596596. 00 784784

6 13621362. 00 17511751

7 19101910. 00 23022302

8 658658

-__---_-___---_

TRIPS PERCENTTRIPS

95.88 785 4.12

77.31 263 22.69

73.02 119 26.98

81.32 96 18.68

76.02 188 23.98

77.78 389 22.22

82.97 392 17.03

80.34 161 19.66

3348

31.0331.03

30.0030.00

.oo.oo

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

.. 0000

9.939.93





AUTO-2+ TRANSIT

__-_---__----em -------_----

TRIPS PERCENT TRIPS

. 009

. 0010

. 00

11. 00

12. 00

13.oo

14. 00

15. 00

16. 00

17.oo

18. 00

19. 00

20. 00

21. 00

22. 00

23. 00

24. 00

TOTAL. 00

819950

1145114517341734

20482048

2424242427252725

354354420420

453453520520

20202929

771010

0000

0000

0000

0000

0000

0000

0000

0000

0000

30369303693371733717

0FLORIDA D.O.T.

PAGE NO. 7FSUTMS


CARPOOL/3+, TRANSIT

82.97 195

84.67 314

88.95

84.29

87.12

68.97

70.00

. 00

. 00

. 00

.oo

. 00

. 00

.oo

.oo

. 00

90.07

ftown

301

66

67

9

3

0

0

0

0

0

3348

PERSONZONE

-_-

PERCENT

1. 01

2

AUTO-1

__--_----______

TRIPS PERCENTTRIPS

59822 94.3563403

895 77.22

17.03

15.33

11.0511.05

15.7115.71

12.8812.88

31.0331.03

30.0030.00

.. 0000

.oo.oo

.oo.oo

.. 0000

.. 0000

. 00

. 00

. 00

-00

9.93

00

00

00

00

00

0

00

00

00

00

00

00

00



TRIP END SUMMARY --- PURPOSE TOTAL


AUTO-2+ TRANSIT

--------_------ _____----___

TRIPS PERCENT TRIPS

3576 5.64 5

264 22.78 0

.oo3

.oo4

. 005

.136

.087

.oo8

. 169

. 0910

. 06

11-00

12.04

13-00

14.oo

15-00

16. 00

17.oo

18. 00

19-00

20.oo

21. 00

22.oo

23.oo

24.oo

TOTAL03

'0

11592680

43011251

16582789

38833984

52895497

68485023

73145050

703913474

18947

1076813746

28074511

43156855

5492

710

00

00

00

00

00

00

00

00

00

118416145055




62.31 1621 37.69 0

75.45 407 24.5524.55 0

71.83 1089 28.0528.05 55

75.33 1301 24.6024.60 44

80.27 1351 19.7319.73 00

68.68 2279 31.1631.16 1212

71.74 1983 28.1728.17 66

71.11 5461 28.8228.82 1212

78.34

62.23

62.95

58.70

70.00

. 00

. 00

.oo

.oo

* 00

2978

1702

2540

38

3

0

0

0

0

0

21.66

37.73

37.05

41.30

30.00

. 00

. 00

-00

-00

. 00

.oo

. 00

. 00

-00

.oo

. 00

. 00

.oo

81.64 26593 18.33 4646

ftown



TRIP END SUMMARY --- PURPOSE TOTAL

1-05

22.oo

33.oo

44. 00

55.05

66. 09

77. 00

88.oo

99. 04

1010.oo

1111. 00

1212. 00

1313. 00

1414.oo

1515. 00

1616.oo

1717. 00

1818. 00

1919.oo

2020.oo

2121. 00

2222.oo

2323.oo

2424.oo

PERSONZONE

---

PERCENT

AUTO-l AUTO-2+ TRANSIT

----_____------ ----_----------

TRIPSTRIPS

6426674153

28874977

13121841

14192079

25443649

57779217

847311512

30523699

42375382

88509886

1169714109

16031987

21652341

96160

3863

00

00

00

00

00

00

00

00

00


86.67 9853 13.29 34

58.01 2090 41.99 0

71.27 529 28.73 0

68.25 660 31.75 0

69.72 1103 30.23 2

62.68 3432 37.24 8

73.60 3039 26.40 0

82.51 647 17.49 0

78.73 1143 21.24 2

89.52 1036 10.48 0

82.90

80.67

92.48

60.00

60.32

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

. 00

2412

384

176

64

25

0

0

0

0

0

17.10

19.33

7.52

40.00

39.68

. 00

. 00

.oo

. 00

. 00

. 00

. 00

.oo

. 00

0

0

0

0

0

0

0

0

0

0

0

0

0

0


TOTAL03

'0

118416118416 81.6481.64 26593 18.3318.33145055145055

4646


INPUT FILE = TMAN~, USER ID = .$AuT~~PA.TEM$,INPUT FILE = TMAN2, USER ID = $AUT02PA.TEM$,INPUT FILE = TMAN3, USER ID = $AUT03PA.TEM$,INPUT FILE = TMAN4, USER ID = $PTRIPS.a95$INPUT FILE = TMAN5, USER ID = $EETAB.a95$INPUT FILE = TMAN~, USER ID = $TRAN~PA.TEM$,OUTPUT FILE = TMAN7, usER ID = $PERSPA.TEM$

SHEADERSftown

UNLOADUNLOADUNLOAD

UNLOAD

I-X + X-I

= TRANSIT

T7

"PERSONS" (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI +

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5

SDATATMAN7,Tl = TMANl,Tl + TMANl,T2 + TMANl,T3 + TMAN4, T6 + TMAN4,

TMAN7,T2 = TMAN2,Tl + TMAN2,T2 + TMAN2,T3TMAN7,T3 = TMAN3,Tl + TMAN3,T2 + TMAN3,T3TMAN7,T4 = TMAN5,TlTMAN7,T5 = TMAN6,T4SEND TP FUNCTION

FLORIDA D.O.T. ftowTlPAGE NO. 1



INPUT FILE NAME ---_-w--v- TMj!JNl

FILE CHARACTERISTICS___-___________-a__-------

USER FILE IDENTIFICATION - AUTO DRIVE ALONE

FILE

= HBW,

HEADER _-_--__---_--- f+-omSINGLE PASS MODE CHOICE -- PURPOSES

NHBW, NHB, TOTALMODES = DRIVE ALONE, CARPOOL/2,

cARPOOL/3+, TRANSIT

GENERATING FUNCTION ------ FSUTMS MODE CHOICE (SP)

TYPE OF FILE __-_--_______ VOLUME

GENERATION FILE NAME ----- AUTO1

GENERATION DATE -_-___---- 16CCT97CURRENT DATE ____----__ 160CT97

GENERATION TIME -_---___-_ 15:36:20

CURRENT TIME ---------- 15:36:29

FILE SIZE ------__-------- MAXIMUM ZONE = 24

MAXIMUM TABLE NO. = 4

INPUT FILE NAME ---------- TMAN4

FILE CHARACTERISTICS___-_______----_------ ----

USER FILE IDENTIFICATION - PTRIPS.a95

FILE HEADER _--------_____ ftomPURPl = H-BWORK, PURP2 = H-BSHOP, PURP3 =

H-BSOC/REC, PURPI = H-BMISCPURPS = NONH-B , PURP6 = TRUCK-TAXI,

PURP7 = INT-EXT


TYPE OF FILE --___------__ VOLUME

GENERATION FILE NAME ----- GMVOL

GENERATION DATE ---------- 160CT97CURRENT DATE ---------- 160CT97

GENERATION TIME --__-_____ 15:36:17CURRENT TIME ---------- 15:36:29

FILE SIZE -_-_-_-__-----_- MAXIMUM ZONE = 24






FILE CHARACTERISTICS_--____________-_________-

USER FILE IDENTIFICATION - AUTO ONE PASSENGER

FILE HEADER -_---_-------- ftownSINGLE PASS MODE

= HBW, NHBW, NHB, TOTALMODES = DRIVE

CARPOOL/3+, TRANSIT

CHOICE -- PURPOSES

ALONE, CARPOOL/2,


TYPE OF FILE __-__-------- VOLUME

GENERATION

GENERATIONCURRENT DATE

GENERATIONCURRENT TIME

FILE NAME ----- AUTO2

DATE _-_---w-o- 16OCT97_----__--- 160CT97

TIME ---------- 15:36:28__________ 15:36:29

FILE SIZE ___-__-_-----m-m MAXIMUM ZONE = 24


INPUT FILE NAME -_-------_ TMAN3

FILE CHARACTERISTICS_-_-_----___-___-____--__-

USER FILE IDENTIFICATION - AUTO TWO+ PASSENGERS

FILE H-ER _-_____--_---- ftomSINGLE PASS MODE CHOICE -- PURPOSES

= HBW, NHBW, NHB, TOTALMODES = DRIVE ALONE, CARPOOL/2,

CARPOOL/3+, TRANSIT


TYPE OF FILE --_-___-_____ VOLUME

GENERATION FILE NAME ----- AUT03+

GENERATION DATE --_-______ 16OCT97CURRENT DATE __--_-____ 160CT97

GENERATION TIME ---------- 15:36:28CURRENT TIME ---------- 15:36:29

FILE SIZE -___--_____-____ -I- ZONE = 24



FSUTMSDATE 160CT97

VER 5.10TIME 15:36:29

EXTERNAL TRIP TRIP TABLE


FILE CHARACTERISTICS

--me-------________ __---mm

USER FILE IDENTIFICATION - E-E VOLS

FILE HEADER mm---_-------- ftom


GENERATING FUNCTION ------ GENERATE E-E VOL


GENERATION FILE NAME ----- EETAB


GENERATION TIME ---------- 15:36:05CURRENT TIME ---------- 15:36:29

FILE SIZE -___________--_- MAXIMUM Z O N E = 2 4



FILE CHARACTERISTICS----____---___-___________

USER

FILE

= HBW,

FILE IDENTIFICATION - TRANSIT

HEADER --__---_______ ftomSINGLE PASS MODE CHOICE -- PURPOSES

NHBW, NHB, TOTALMODES = DRIVE ALONE, CARPOOL/2,

CARPOOL/3+, TRANSIT



GENERATION FILE NAME ----- TRANSIT


GENERATION TIME ---------- 15:36:28CURRENT TIME _-_---_--- 15:36:29

FILE SIZE ----___-___--__- MAXI_ Z O N E = 2 4


SMATRIX mmsPosESFILES

INPUT FILE = TRNSPIN, USER ID = $PERSPA.TEM$, UNLOA DOUTPUT FILE = ODVOL, USER ID = $HTTAB.a95$

SHEADERS

I-X + X-I

= TRANSIT

ftown"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI +

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLEI' X-x, TABLE5

SOPTIONNO TRANSPOSED FILE

SPARAMETERSPA FACTOR = 0.5, 0.25, 0.156, 0.5, 0.5AP FACTOR = 0.5, 0.25, 0.156, 0.5, 0.5

SEND TP FUNCTION


FSUTMS "PERSONS" (PA FORMAT) -- TABLE1 = DRIVE ALONE+ TRUCK/TAXI + I-X + X-I DATE 160CT97

VER 5.10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,TABLE4= X-X, TABLE5 = TRANSIT TIME 15:36:30

INPUT FILE NAME --______-_ TRNSPIN

FILE CHARACTERISTICS---____________-_--__-----

USER FILE IDENTIFICATION - PERSPA.TEM

FILE H-ER ---_------es-- ftom"PERSONS" (PA FORMAT) -- TABLE1 = DRIVE

ALONE + TRUCK/TAXI + I-X + X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,

TABLE4= X-X, TABLE5 = TRANSIT

GENERATING FUNCTION ------ MATRIX MANIPULATE


GENERATION FILE NAME ----- TMAN7


GENERATION TIME _____---__ 15:36:29CURRENT TIME ---------- 15:36:30


MAXIMUM TABLE NO. = 5u

SREPORT MATRIX$FILE

INPUT FILE = RTABIN, USER ID = $HTTAB.a95$$0pTI0N


SPARAMETERSSELECTED ZONES = 2SELECTED PURPOSES = 1-5

SEND TP FUNCTIONq


FSUTMS "PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE+ TRUCK/TAXI + I-X + X-I DATE 160CT97

VER 5.10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+TABLE4= X-X, TABLE5 = TRANSIT TIME 15:36:30

INPUT FILE NAME _----___-- RTABIN

FILE CHARACTERISTICS__---____--__------__ -----

USER FILE IDENTIFICATION - HTTAB.a95

FILE HEADER _----___--____ ftom"PERSONS" (OD FORMAT) -- TABLE 1 =

ALONE + TRUCK/TAXI + I-X + X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO

TABLEI= X-X, TABLE5 = TRANSIT

GENERATING FUNCTION ------ MATRIX TRANSPOSE

TYPE OF FILE _____---_---- VOLUME

GENERATION

GENERATIONCURRENT DATE

GENERATIONCURRENT TIME

FILE NAME ----- ODVOL

DATE ---------- 160CT97---------- 160CT97

TIME ---------- 15:36:3015:36:30___-_-_______-_-____ 15:36:3015:36:30

FILE SIZE ---------------- MAXIMUM ZONE =

0

xxxxxxxx xxxxxxxxxx

xxxxxxxxxx xxxxxxxxxx

xx xx

xx xx

xx xx

xx xx

xx xx

xx xx

xxxxxxxxxx xx

MAXIMUM TABLE NO. =

xxxxxxxxxx

xxxxxxxxxx

xx

xx

xxxxxxx

xxxxxxx

xx

xx

xx

xx

24

5

xxxxxxxxx

xxxxxxxxxx

xx xx

xx xx

xx xx

xx xx

xx xx

xx xx

xxxxxxxxxx

xxxxxxxxx

1

(xc,

DRIVE

3+ occ,

xx

xx

xx

xx

xx

xx

xxxxxxxx xx

xxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxx

xxxxxxxxxxxxxxxxxxxx xxx xxx xxxxxxxxxx

xxxx xxxx xxxx xx xx

xxxx xx xxxx xx xx

xxxxxxxxx xx xx xx xxxxxxxxx

xxxxxxxxx xx xx xxxxxxxxx

xxxx xx xx xx

xxxx xx xx xx xx

xxxx xx xx xxxxxxxxxx

xxxx xx xx xxxxxxxx

XXXXXXxx

xxxxxxxxxx

xx xx

xx

xxxxxxxxx

xxxxxxxxx

xx

xx xx

xxxxxxxxxx

xxxxxxxx

xx xx

xx xx

xx xx

xx xx

xx xx

xx xx

xx xx

xx xx

xxxxxxxxxx

xxxxxxxx

**************************************************************************************

**

l MATRIX REPORTS*

**

* ftown*

l "PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE+ TRUCK/TAXI + I-X + X-I *

* TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,TABLE4= X-X, TABLE5 = TRANSIT *

**

*t*************************************t*******************t**************************

FILE CHARACTERISTICS---_-___-___________-___--

USER FILE IDENTIFICATION - HTTAB.a95

FILE H-ER _--_-______--- ftom"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE

ALONE + TRUCK/TAXI + I-X + X-ITABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,

TABLEI= X-X, TABLE5 = TRANSIT



GENERATION FILE NAME ----- ODVOL

GENERATION DATE ___--m-m-- 16oCT97CURRENT DATE ---------- 160CT97

GENERATION TIME ________-_ 15:36:30CURRENT TIME --______-_ 15:36:30





VF.R 5.10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,TABLE4= X-X, TABLE5 = TRANSIT TIME 15:36:30

-6--6-

72

206

ORIGIN ZONE

TO ZONE-7-

13535

11113939

2121

ORIGIN ZONE

TO ZONE-6- -7-

ORIGIN ZONE

TO ZONE-6- -7-

14 3

110 0

ORIGIN ZONE

ORIGIN ZONE

ClFLORIDA D.O.T.

PAGE NO. 2FSUTMS

2 PURPOSE 1 3004 TOTAL ORIG/PROD

-l- -2- -3- -4- -5--8- -9- -O- TO ZONE

1238 367 66 13 3559 45 109 10

71 46 64 1 062 27 44 20

308 25 39 33


-l- -2- -3- -4- -5--8- -9- -O- TO ZONE

189 0 15 3 1021 16 39 10

29 18 26 1 00 0 0 20


-l- -2- -3- -4- -5--8- -9- -O- TO ZONE

57 0 5 1 37 6 13 10

10 7 9 1 00 0 0 20



ftown

"PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE

+ TRUCK/TAXI + I-X + X-I DATE 160CT97VER 5.10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,

TABLEQ= X-X, TABLE5 = TRANSIT TIME 15:36:30

TRIP END SUMMARY --- PURPOSE 1

ZONE/DIST ORIG/PROD DEST/ATTR TOTAL INTRATRIPSZONE/DIST ORIG/PROD DEST/ATTR TOTAL INTRATRIPS

1 79099 79105 158204 590222 3004 3007 6011 3673 2583 2579 5162 8154 1828 1825 3653 7245 3604 3604 7208 1363

6 7096 7097 14193 21437 9890 9890 19780 43768 5179 5178 10357 24879 6132 6133 12265 2957

10 14159 14158 28317 8057

11 1507615076 1507615076 3015230152 899289921212 28782878 28782878 57565756 133313331313 40684068 40684068 81368136 227522751414 119119 117117 236236 11111515 3838 3838 7676 00

16 5500 5499 10999 017 1300 1300 2600 018 1600 1599 3199 019 1900 1901 3801 020 1200 1199 2399 0

2121 85008500 85028502 1700217002 002222 900900 900900 18001800 002323 10001000 998998 19981998 002424 850850 852852 17021702 00

_______-- -----_--- ____----- -_------TOTALS 177503 177503 355006 94922

q


FSUTMS "PERSONS" (OD FORMAT) -- TABLE 1 = DRIVE ALONE+ TRUCK/TAXI + I-X + x-1 DATE 160CT97

VER 5.10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC,TABLE4= X-X, TABLE5 = TRANSIT TIME 15:36:30

TRIP END SUMMARY --- PURPOSE 2


11 21882188 21902190 43784378 0022 388388 388388 776776 0033 355355 354354 709709 0044 176176 173173 349349 0055 363363 367367 730730 00

6 782 781 1563 07 730 729 1459 08 482 482 964 09 518 518 1036 0

10 1073 1074 2147 0

11 888888 887887 17751775 001212 339339 338338 677677 001313 436436 438438 874874 001414 1818 1818 3636 001515 55 44 99 00

1616 00 00 00 001717 00 00 00 001818 00 00 00 001919 00 00 00 002020 00 00 00 00

2121 00 00 00 002222 00 00 00 002323 00 00 00 002424 00 00 00 00

__------- ______--_ _--______ ---_-__-

TOTALS 8741 8741 17482 00




TRIP END SUMMARY --- PURPOSE


1 729 729 1458 02 126 124 250 03 113 117 230 04 57 55 112 05 115 116 231 0

6 251 251 502 07 230 229 459 08 155 153 308 09 166 170 336 0

10 343 341 684 0

11 287 289 576 012 114 113 227 013 151 150 301 014 5 7 12 015 2 0 2 0

16 0 0 0 017 0 0 0 018 0 0 0 019 0 0 0 020 0 0 0 0

21 0 0 0 022 0 0 0 023 0 0 0 024 0 0 0 0

occ,

3

-________ ---mm--__ __------- -___----

TOTALS 2844 2844 5688 0cl


FSUTMS "PERSONS" (OD FORMAT) -- TABLE 1 = 1 = DRIVE ALONE+ TRUCK/TAXI + I-X + X-I DATE 160CT97




1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 0 0 0 0

6 0 0 0 07 0 0 0 08 0 0 0 09 0 0 0 0

10 0 0 0 0

11 0 0 0 012 0 0 0 013 0 0 0 014 0 0 0 015 0 0 0 0

16 1360 1360 2720 017 740 740 1480 018 690 690 1380 019 530 530 1060 020 1060 1060 2120 0

21 2320 2320 4640 022 1300 1300 2600 023 1490 1490 2980 024 1330 1330 2660 0

occ,

44

---__-_-_ _------__ __------- ------me

TOTALS 10820 10820 21640 0cl



VER 5. 10 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+TABLE4= X-X, TABLE5 = TRANSIT TIME 15:36:30



1 20 20 40 02 0 0 0 03 0 0 0 04 0 0 0 05 4 4 8 0

6 6 6 12 07 0 0 0 08 6 6 12 09 4 4 8 0

10 6 6 12 0

11 0 0 0 012 1 1 2 013 0 0 0 014 0 0 0 015 0 0 0 0

16 0 0 0 017 0 0 0 018 0 0 0 019 0 0 0 020 0 0 0 0

21 0 0 0 022 0 0 0 023 0 0 0 024 0 0 0 0

occ,

55

_---_____ --_------ -----VT-- ____----

TOTALS 47 47 94 00

SHATRIX NANIPULATE

SFILES

INPUT FILE = TUANl, USER ID I tpTRIPS.a’?3t

OUTPUT F ILE = TMN2, USER ID = tWODEIN.TEnt

SHEADERS

MERGED TRIP TABLE

WRP 1 = H-B UDRK, W R P 2 = H-R SHOP + SOWREC + MISC, PURP 3 = N H B

SDATA

TMAN2,Tl = TNANl,Tl

TMN2,T2 = TMNl,TZ + TNANl,T3 + TNANl,Th

TNANt, T3 = TNANl,TS

SEND TP FUNCTIDN

FLORIDA D.O.T.

FSUTMS

V E R 4 . 0 3WRPi = H-BIJORK, WRP2 = H - B S H O P , W R P 3 = H-BSOC/REC, WRP4 = II-BNISCWRPS = NONH-B , pURp6 = T R U C K - T A X I , WRP7 = I N T - E X T

INWT F ILE WANE ----______ TNANT

FILE CHARACTERISTICS__________________-_______

U S E R F I L E IDENTIFICATIDN - PTRIPS.893

FILE ,,EmER ___-----------

WRPl = H-BUORK, PURPZ = H-BSHOP, WRP3 = H-BSOC/REC, WRP4 = H-BNISC

WRP5 = NONH-B , WRP6 q TRUCK-TAXI , WRP7 = INT-EXT

GENERATING FUNCTION - - - - - - G R A V I T Y UCDEL

T Y P E O F F I L E - - - - - - - - - - - - - V O L U N E

G E N E R A T I O N F I L E NANE ----- GNVOL

GENERATION DATE ----_---_- D4APR95 C U R R E N T D A T E - - - - - - - - - - D4APR95

GENERATION TIME _-_--_---- ,6:39:34 C U R R E N T T I N E - - - - - - - - - - l&39:53

PAGE NO. 1DATE D4APR95

T I M E 16:39:53

NAXINUN TABLE NO. = 7

FDOT STANDARD I(ODEL UPDATE

PHASE IV

SINGLE PATH ClOOE CHOICE AND AUTO OCCUPANCY NODEL

IUJLTINWIAL LOGIT KX)EL

llODE# WANE1 DRIVE ALONE

2 2 PER CARPOOL

3 3+ PER CARPOOL

4 TRANSIT

3 PURPOSE MODEL

l=HOHE BASED WORK; 2=HOnE BASED NONUORK; 3=NONHOWE BASED

UTILITY EXPRESSIONU(N,p)=AK(p)*UK(M,P)+BK(P)~(N,p)+CK(p)*IVT(N~p)

+DK(P)*PC(M,P)+EK(p)*OC(n.Pl+K(N,p)

YHERE:

N = MDDE

p = PURPOSE

K = CONSTANTS

AK, BK, CK, DK, EK = COEFFICIENTS

U = UTIL ITY

UK = UALK TIMEUT = UAIT T IME

IVT= IN VEHICLE TIME

PC = PARKING COST

OC = OTHER COST

NUMBER OF INTERNAL ZONES = 15TOTAL NUMBER OF ZONES = 24TRIP TABLE FILE = PTRIPS.a93

HBU TABLE = l

HBNU TABLE = 2

NHB TABLE = 3

T R A N S I T SKIM FILE = TSKIN.a93

UALK TABLE = l

UAIT TABLE = 2

RUN TABLE = 4

TRANSIT FARE FILE = TFARE.a93

HIGHUAY SKIM FILE = FHSKINS.a93

TIME TABLE = 3

DISTANCE TABLE = 22DRIVE ALONE AUTO OUTPUT FILE = AUTOlPA.TEN

TUO PERSON AUTO WTPUT FILE = AUTOZPA.TEH

THREE PERSON AUTO OUTPUT FILE = AUT03PA.TEM

TRANSIT WTPUT FILE = TRANlPA.TEN

AUTO OPERATING COST = 19.00 CENTS/MILE

3+ CARPWL OCCUPANCY = 3.20 PERSONS

WODE SPLIT SLB!NARY

WRPOSE IKIOE

AUTO-l AUTO- 2 AUT0/3+ TRANSIT TOTAL_________________________--------*-----______-----------------*----------------____-----

HBU : 2 2 3 9 9 . 1 4 9 8 . 4 8 9 . 3 8 . 24424 _: -9171 -0613 -0200 .0015

HBNUK : 6 5 6 0 6 . 1 3 7 7 6 . 7 5 2 6 . 8 . 8 6 9 1 6 .: .7548 - 1 5 8 5 -0866 .OOOl

NHB : 3 0 3 6 3 . 2 2 2 8 . 1 1 2 4 . 1 . 3 3 7 1 6 .: .9006 -0661 -0333 . 0000

TOTAL : 118368. 17503. 9 1 3 9 . 4 7 . 145056.: .8160.8160 .1207.1207 -0630-0630 .0003.0003

145056. TRIPS INPUT TO THE N0DEL

WRPOSE VEHICLE OCCUPANCY

HBU = 1 . 0 4 6 6 H B N U K = 1.1612 NHB = 1.0593 TOTAL =

SUMNARY OF CHOICE TRIPS

PURPOSE MODE

AUTO- 1 AUTO-2 AUT0/3+ TRANSIT TOTAL_____----------*----------------------------------*----------------------______________-

HBW : 11322. 1 3 0 2 . 3 9 1 . 3 8 . 1 3 0 5 2 .: .8674 .0997 .0300 .0029

HBNUK : 9 1 8 9 . 12215. 7 5 2 6 . 8 . 2 8 9 3 8 .: .3175 .4221 .2601 .0003

NHB : 5 7 6 1 . 1 8 0 9 . 1 1 2 4 . 1 . 8695 I: .6626 .2081 .1293 .OOOl

1 . 1 1 5 7

TOTAL : 2 6 2 7 2 . 1 5 3 2 5 . 9 0 4 1 . 4 7 . 5 0 6 8 5 .: .5183 -3024 .1784 .0009

MMSP / FDOT

FSUTMS

VER 4.02

ZONE . . . . . . . . . ..-..- . . . . . . . . . . . . ..-

TRIPS PERCENT TRIPS PERCENT TRIPS PERCENT TRIPS

1 8 0 1 4 9 6 . 8 8 2 5 4 3 . 0 7

2 0 .oo 0 -00

3 7 8 8 8 7 . 4 6 113 1 2 . 5 4

4 255 8 7 . 6 3 3 6 1 2 . 3 7

5 6 2 4 8 7 . 1 5 8 8 1 2 . 2 9

6 671 9 0 . 0 7 71 9 . 5 3

7 8 5 0 9 4 . 5 5 4 9 5 . 4 5

8 1491 8 8 . 0 7 192 1 1 . 3 4

9 1400 8 8 . 8 3 171 1 0 . 8 5

10 3 6 0 6 8 9 . 9 3 3 9 4 9 . 8 3

11 2 4 5 6 9 3 . 6 0 168 6 . 4 0

12 911 8 4 . 5 1 166 1 5 . 4 0

13 1318 8 2 . 2 2 285 1 7 . 7 8

14 15 8 3 . 3 3 3 1 6 . 6 7

15 0 .oo 0 -00

16 0 .oo 0 -00

1 7 0 .oo 0 .oo

18 0 .oo 0 .oo

19 0 -00 0 .oo

2 0 0 .oo 0 .oo

21

2 2

2 3

2 4

TOTAL

0

0

0

0

22399

.oo

-00

-00

-00

9 1 . 7 0

0

0

0

0

1990

-00

-00

-00

.oo

8 . 1 5

AUTO-1 AUTO-2+ TRANSIT PERSoN. . . . . . . ..-.....

S I N G L E PASS MGOE CHOICE - - PURP O S E S = HBU, NHBU, N H B, T O T A L

MODES I D R I V E ALOWE, CARPooL/2, CARPOOL/3+, T R A N S I T

TRIP END SUMMARY --- WRWSE HBU


4

0

0

0

4

3

0

1 0

5

10

0

1

0

0

0

0

0

0

0

0

0

0

0

0

3 7

.05 8 2 7 2

-00 0

.oo 901

-00 291

.56 7 1 6

-40 7 4 5

.oo 8 9 9

-59 1693

-32 1576

.25 4 0 1 0

.oo

.09

.oo

.oo

.oo

.oo

.oo

.oo

.oo

.oo

.oo

- 0 0

-00

-00

.15

2 6 2 4

1078

1603

18

0

0

0

0

0

0

24426

PAGE NO. 1

DATE 04APR95

T I M E 16:39:55

cIc(sP / FDOT

FSUTMS

VER 4.02

ZOWE

AUTO- 1. ..-.........-. . . . . . . . . . . . . . . .

TRANSIT-.._...........


1 9614 9 3 . 3 3 6 5 8 6 . 3 9 2 9 .28 10301

2 9 8 4 8 5 . 7 9 163 1 4 . 2 1 0 .oo 1147

3 123 8 7 . 2 3 1 8 1 2 . 7 7 0 .oo 141

4 2 4 7 8 9 . 8 2 2 8 1 0 . 1 8 0 -00 275

5 305 8 8 . 6 6 3 8 1 1 . 0 5 1 -29 3 4 4

6 1163 8 7 . 7 7 156 11-n 6 -45 1325

7 3015 8 7 . 7 5 421 1 2 . 2 5 0 -00 3 4 3 6

8 4 5 9 9 3 . 1 0 3 4 6 . 9 0 0 .oo 4 9 3

9 9 1 2 9 2 . 7 8 71 7 . 2 2 0 .oo 9 8 3

10 1569 9 5 . 4 4 7 4 4 . 5 0 1 .06 1644

11 3 5 4 2 9 2 . 4 6 2 8 9 7 . 5 4

12 2 5 7 9 2 . 1 1 2 2 7 . 8 9

13 147 9 6 . 0 8 6 3 . 9 2

14 41 8 3 . 6 7 8 1 6 . 3 3

15 21 8 4 . 0 0 4 1 6 . 0 0

16 0 -00 0 .oo

1 7 0 .oo 0 .oo

18 0 .oo 0 .oo

19 0 .oo 0 -00

2 0 0 .oo 0 .oo

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3 7

-00

-00

.oo

.oo

.oo

.oo

.oo

-00

-00

-00

-00

.oo

.oo

.oo

-15

3831

2 7 9

153

4 9

25

0

0

0

0

0

21 0

2 2 0

2 3 0

2 4 0

-00

-00

.oo

.oo

9 1 . 7 0

0

0

0

0

1990

-00

-00

.oo

-00

TOTAL 22399 8 . 1 5 2 4 4 2 6

S I N G L E PASS WE CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MUJES = DRIVE ALONE, CARpo0~/2, CARPOOL/3+, TRANSIT

TRIP END SUMMARY --- PURPOSE HBU


AUTO-2+ PERSON

PAGE NO. 2

DATE 04APR95

T I M E 16:39:55

NMSP / FDOT

FSUTHS

VER 4.02

ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .


1 3 3 5 4 0 9 2 . 8 3 2 5 8 8 7 . 1 6

2 0 .oo 0 -00

3 1569 5 2 . 9 7 1393 4 7 . 0 3

4 5 7 0 6 7 . 2 2 2 7 8 3 2 . 7 8

5 1536 6 4 . 4 8 845 3 5 . 4 7

6 1950 6 9 . 7 9 8 4 3 3 0 . 1 7

7 2 7 3 8 7 5 . 0 8 9 0 9 2 4 . 9 2

8 2 9 0 9 6 0 . 6 4 1886 3 9 . 3 2

9 2702 6 2 . 6 5 1610 3 7 . 3 3

10 8120 6 3 . 0 2 4 7 6 2 3 6 . 9 6

11 5871 7 0 . 0 3 2512 2 9 . 9 7

12 1538 5 1 . 2 2 1464 4 8 . 7 5

13 2542 5 3 . 7 4 2 1 8 8 4 6 . 2 6

14 19 4 1 . 3 0 2 7 5 8 . 7 0

15 0 -00 0 -00

16 0 .oo 0 .OD

17 0 -00 0 .oo

18 0 -00 0 .oo

19 0 .oo 0 -00

2 0 0 .oo 0 .OO

21 0 -00 0 .oo

2 2 0 -00 0 -00

2 3 0 -00 0 -00

2 4 0 -00 0 -00

TOTAL 65604 7 5 . 4 8 21305 2 4 . 5 1

AUTO- 1 AUTO-2+

SINGLE PASS MOE CHOICE -- PURPOSES = HBU, NHBU, NHB, TOTAL

eKJDES = DRIVE ALONE, CARPOOL/Z, CARpWL/3+, TRANSIT

TRIP END SUMMARY --- WRPOSE HBNUK


TRANSIT.-.............

1

0

0

0

1

1

0

2

1

2

0

1

0

0

0

0

0

0

0

0

0

0

0

0

9

-00

-00

-00

-00

-04

-04

-00

-04

-02

-02

.oo

.03

-00

-00

.oo

.oo

.oo

.oo

.OO

-00

.oo

.OO

.oo

.oo

.Ol

PERSOIl

3 6 1 2 9

0

2962

8 4 8

2382

2 7 9 4

3 6 4 7

4 7 9 7

4 3 1 3

12884

8 3 8 3

3 0 0 3

4 7 3 0

4 6

0

0

0

0

0

0

8 6 9 1 8

PAGE NO. 3

DATE 04APR95

T I M E 16:39:55

MMSP / FDOT

FSUTMS

VER 4.02

ZOWE . . . . . . . . . . . . . . .AUTO-2+

. . . ..-......... . . ..-..-.......


1 3 6 3 6 4 8 1 . 1 3 8 4 5 0 1 8 . 8 5 6

2 1011 3 7 . 7 9 1664 6 2 . 2 1 0

3 865 6 8 . 5 4 3 9 7 3 1 . 4 6 0

4 7 4 8 5 8 . 2 1 5 3 7 4 1 . 7 9 0

5 1613 6 3 . 8 8 9 1 2 3 6 . 1 2 0

6 3 2 5 2 5 2 . 9 2 2 8 9 0 4 7 . 0 3 3

7 3 5 4 2 6 1 . 3 5 2231 3 8 . 6 5 0

8 1984 8 3 . 2 6 3 9 9 1 6 . 7 4 0

9 2384 7 3 . 2 9 8 6 9 2 6 . 7 1 0

10 5523 8 9 . 3 1 661 1 0 . 6 9 0

11 5 7 1 8 7 5 . 8 4 1822 2 4 . 1 6

12 9 9 4 7 6 . 9 3 2 9 8 2 3 . 0 7

13 1566 9 3 . 6 0 1 0 7 6 . 4 0

14 31 3 9 . 7 4 4 7 6 0 . 2 6

15 9 3 0 . 0 0 21 7 0 . 0 0

16 0 .OQ 0 .oo

1 7 0 -00 0 -00

18 0 .OO 0 .OO

19 0 .oo 0 .oo

2 0 0 -00 0 .oo

21 0 .OO 0 -00

2 2 0 .OO 0 -00

2 3 0 .OO 0 -00

24 0 .oo 0 -00

TOTAL 65604 7 5 . 4 8 21305 2 4 . 5 1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9

AUTO- 1

SINGLE PASS MOOE CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MOOES = DRXVE ALONE, CARPooL/Z, CARpbOL/3+, T R A N S I T

TRIP END SUMMARY --- WRPOSE HBNUK


TRANSIT PERSoN

.Ol

.OO

.OO

.OO

.OO

.05

-00

.oo

-00

-00

.oo

-00

-00

-00

-00

.OO

.oo

.OO

-00

. o o

.oo

.oo

.OO

.oo

-01

4 4 8 2 0

2675

1262

1285

2 5 2 5

6145

5 7 7 3

2 3 8 3

3 2 5 3

6 1 8 4

7 5 4 0

1292

1673

7 8

3 0

0

0

0

0

0

8 6 9 1 8

PAGE NO. 4

DATE 04APR95

T I M E 16:39:55

MMSP / FDOT

FSUTHS

VER 4.02

2oNE

1 18228 9 5 . 9 2 7 7 5

2 8 9 4 7 7 . 2 0 2 6 4

.3 321 7 3 . 4 6 116

4 4 2 0 8 0 . 7 7 100

5 5 9 9 7 6 . 5 0 184

6 1362 7 7 . 7 8 3 8 9

7 1913 8 3 . 1 0 3 8 9

8 6 6 4 8 0 . 6 8 159

9 9 5 7 8 3 . 1 5 194

IO 1TJ4 8 4 . 4 6 3 1 9

11 2432 8 8 . 7 6 3 0 8

12 3 5 8 8 3 . 0 6 7 3

13 4 5 4 8 6 . 8 1 6 9

14 20 6 8 . 9 7 9

15 7 7 0 . 0 0 3

16 0 .OO 0

17 0 .oo 0

18 0 -00 0

19 0 -00 0

2 0 0 -00 0

2121 0 .OO

2222 0 .OO

2323 0 .QO

2424 0 -00

TOTAL 30363 9 0 . 0 6

AUTO- 1. . . . . . . . . . . . . . .

TRIPS PERCENT TRIPS

0

0

0

0

3351

SINGLE PASS WoOE CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MODES = D R I V E ALOWE, CARPWL/2, CARpWL/3+, T R A N S I T



AUTO-2+ TRANSIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

PERCENT TRIPS

4 . 0 8 0

2 2 . 8 0 0

2 6 . 5 4 0

1 9 . 2 3 0

2 3 . 5 0 0

2 2 . 2 2 0

1 6 . 9 0 0

1 9 . 3 2 0

1 6 . 8 5 0

1 5 . 5 4 0

1 1 . 2 4 0

1 6 . 9 4 0

1 3 . 1 9 0

3 1 . 0 3 0

3 0 . 0 0 0

-00 0

.oo 0

.OO 0

.oo 0

-00 0

-00 0

-00 0

. o o 0

.OO 0

9 . 9 4 0

PERCENT TRIPS

.oo

.OO

-00

.oo

-00

-00

-00

. o o

.oo

-00

-00

.oo

-00

-00

-00

.oo

-00

-00

-00

-00

-00

.OO

.QQ

-00

.oo

19003

1158

4 3 7

5 2 0

7 8 3

1751

2 3 0 2

8 2 3

1151

2053

2740

431

5 2 3

2 9

10

0

0

0

0

0

0

0

0

0

3 3 7 1 4

PERSON

PAGE NO. 5

DATE 04APR95

T I N E 16:39:55

NNSP / FDOT

FSUTMS

VER 4.02

AUTO- 1. . . . . . . . . . . . . . .

1 18257 9 5 . 8 3 7 9 4 4 . 1 7

2 8 9 7 7 7 . 3 3 2 6 3 2 2 . 6 7

3 3 2 2 7 3 . 1 8 118 2 6 . 8 2

4 4 1 8 8 1 . 0 1 9 8 1 8 . 9 9

5 599 7 6 . 4 0 185 2 3 . 6 0

6 1359 7 7 . 7 9 3 8 8 2 2 . 2 1

7 1913 8 3 . 1 7 3 8 7 1 6 . 8 3

8 6 6 4 8 0 . 6 8 159 1 9 . 3 2

9 9 5 6 8 3 . 2 8 192 1 6 . 7 2

10 1723 8 4 . 6 3 3 1 3 1 5 . 3 7

11 2424 8 8 . 8 2

12 3 5 7 8 3 . 2 2

13 4 5 0 8 7 . 5 5

14 1 7 6 2 . 9 6

15 7 7 0 . 0 0

16 0 .oo

1 7 0 .OO

18 0 .OO

19 0 .oo

2 0 0 .oo

1 1 . 1 8

1 6 . 7 8

1 2 . 4 5

3 7 . 0 4

3 0 . 0 0

-00

-00

.OO

.oo

-00

21

2 2

2 3

2 4

.oo

.oo

.OO

.OO

TOTAL 30363 9 0 . 0 6

3 0 5

7 2

6 4

10

3

0

0

0

0

0

0

0

0

0

3351

-00

-00

-00

.oo

9 . 9 4


0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-00 19051

.a0 1160

.a0 4 4 0

.OO 5 1 6

.oo 784

.oo 1747

.oo 2 3 0 0

.a0 8 2 3

.oo 1148

.oo 2 0 3 6

-00 2 7 2 9

-00 4 2 9

-00 5 1 4

.oo 2 7

-00 10

.a0 0

-00 0

.oo 0

-00 0

.OO 0

.oo.oo.oo-00

.OO 33714

SINGLE PASS WE CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MOOES = DRIVE ALONE, CARWOL/Z, CARpWL/3+, TRANSIT

TRIP END SUMMARY --- WRPOSE NH6


AUTO-2+ TRANSIT. . ..-.-....-..- . . . . . . . . . . . . . . .

PERSOW

PAGE NO. 6

DATE 04APR95

TIHE 16:39:55

NMSP / FDOT

FSUTMS

VER 4.02

2OWE

AUTO- 1 AUTO-2+ TRANSIT. . ..-.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .


1 5 9 7 8 2 9 4 . 2 9 3 6 1 6 5 . 7 0 5 .a1 6 3 4 0 3

2 8 9 4 7 7 . 2 0 2 6 4 2 2 . 8 0 0 .a0 1158

3 2 6 7 8 6 2 . 2 6 1623 3 7 . 7 4 0 .oo 4301

4 1245 7 5 . 0 5 4 1 4 2 4 . 9 5 0 .a0 1659

5 2 7 5 9 71 .a7 1118 2 8 . 8 0 5 .I3 3 8 8 2

6 3 9 8 3 7 5 . 2 9 1303 2 4 . 6 3 4 -08 5 2 9 0

7 5502 8 0 . 3 3 1 3 4 7 1 9 . 6 7 0 .oo 6 8 4 9

8 5064 6 9 . 2 5 2 2 3 7 3 0 . 5 9 12 .I6 7 3 1 3

9 5 0 5 9 7 1 . 8 8 1973 2 8 . 0 3 6 -09 7 0 3 8

10 13460 7 1 . 0 4 5475 2 8 . 9 0 12 -06 18947

11 10759 7 8 . 2 7 2 9 8 7

12 2 8 0 7 6 2 . 2 3 1702

13 4 3 1 4 6 2 . 9 3 2541

14 5 4 5 8 . 7 0 3 8

15 7 7 0 . 0 0 3

16 0 .a0 0

1 7 0 .a0 0

18 0 .a0 0

19 0 .a0 0

2 0 0 .a0 0

2 1 . 7 3

3 7 . 7 3

3 7 . 0 7

4 1 . 3 0

3 0 . 0 0

.a0

.oo

.oo

.oo

.oo

0

2

0

0

0

0

0

0

0

0

13746

4511

6855

9 2

1 0

0

0

0

0

0

21 0 .a0

2 2 0 .oo

2 3 0 .a0

2 4 0 .a0

.a0

-00

.a0

.a0

TOTAL 118367 8 1 . 6 0

0

0

0

0

26641 1 8 . 3 7 4 6

.a0

.04

.a0

.a0

.a0

.a0

-00

.oo

-00

-00

.a0

.a0

.a0

.a0

.a3

0

0

0

0

145054

SINGLE PASS MoOE CHOICE -- WRWSES = HBU, NHBU, NHB, TOTAL

NODES = DRIVE ALOWE, CARPooL/Z, CARpWL/3+, T R A N S I T

TRIP END SUMMARY --- WRPOSE TOTAL


PERSOW

PAGE NO. 7

DATE 04APR95

T I M E 16:39:55

MMSP / FDOT

FSUTMS

VER 4.02

AUTO- 1 AUTO-2+ TRANSIT

2OLlE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..__

1

2345678910

11 11684 8 2 . 8 5 2 4 1 8 1 7 . 1 5 0

12 1607 8 0 . 5 9 3 8 7 1 9 . 4 1 0

13 2 1 5 9 9 2 . 3 4 179 7 . 6 6 0

14 9 6 6 1 . 1 5 61 3 8 . 8 5 0

15 3 5 5 6 . 4 5 2 7 4 3 . 5 5 0

16 0 .a0 0 .a0 0

1 7 0 .a0 0 .oo 0

18 0 .oo 0 .a0 0

19 0 .a0 0 .a0 0

2 0 0 .a0 0 .oo 0

2121222223232424

TOTAL 118367 8 1 . 6 0


6423328931312141025165778847131054248

8 6 . 6 0 9 9 0 3 1 3 . 3 5 3 4

5 8 . 0 5 2091 4 1 . 9 5 0

7 1 . 2 7 5 2 9 2 8 . 7 3 0

6 7 . 8 5 6 6 8 3 2 . 1 5 0

6 8 . 9 9 1130 3 0 . 9 8 1

6 2 . 6 1 3441 3 7 . 2 9 9

7 3 . 6 2 3035 2 6 . 3 8 0

8 3 . 9 2 5 9 4 1 6 . 0 5 1

7 8 . 9 9 1129 2 0 . 9 9 1

8 9 . 3 7 1049 1 0 . 6 3 0

.a0

.a0

.a0

.a0

0 .oo 0

0 .a0 0

0 .a0 0

0 .a0 0

26641 1 8 . 3 7 4 6

S I N G L E P A S S C(ODE CHOICE -- WRWSES = RSU, N H B U , NHB, TOTAL

NoDES = DRIVE ALOWE, CARPWL/2, CARpoo~/3+, T R A N S I T

TRIP END SUMMARY --- WRPOSE TOTAL


.a5

.oo

.a0

-00

.03

-10

.oo

.a3

.a2

.oo

.a0

-00

-00

.a0

.a0

.oo

.a0

.a0

.oo

.a0

.a0

.a0

.a0

.oo

.03

PERSON

74170

4 9 8 4

1841

2 0 7 8

3 6 4 7

9 2 2 8

11506

3 7 0 0

5 3 7 8

9 8 6 9

14102

1994

2 3 3 8

1 5 7

6 2

0

0

0

0

0

0

0

0

0

145054

PAGE NO. 8

DATE 04APR95

T I M E 16:39:55

SMATRIX MANIPULATE

SFILES

INWT F ILE = TMANl, USER ID = SAUTO~PA.TEMS, UNLOAD

INWT FILE = TMAN2, USER ID = QwTOZPA.TEMS, UNLOAD

INWT F ILE = TMAN3, USER ID = tAUT03PA.TEMS, UNLOAD

INWT F ILE = TMAN4, USER ID = SPTRIPS-a93S

INWT F ILE = TMAN5, USER ID = SEETAB-a93S

INWT F ILE = TMAN6, USER ID = tTRANlPA.TEMS, UNLOAO

OUTWT FILE = TMAN7, USER ID = SPERSPA.TEMS

SHEADERS

“PERSONS” (PA FORMAT) -- TABLE1 = DRIVE ALoNE + TRUCK/TAXI + I-X + X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 = TRANSI’I

SDATA

TMAN7,Tl = TNANl,Tl + TMANl,T2 + TMANl,T3 + TMAN4, T 6 + TMAN4, T 7

TMAN7,TZ: = TMAN2,Tl + TMANZ,T2 + TMN2,T3

TMAN7,T3 = TMN3,Tl + TMAN3,72 + TMAN3,T3

TMAN7, T4 = TMAN5,Tl

TMAN7, T5 = TMAN6,T4

SEND TP FUNCTIOW

FLORIDA D-0-T.

FSUTUS

VER 4.03

SINGLE PASS mr)E CHOICE - - WRPOSES = HBU, NHBU, NHB, TOTAL

IWT)Es o DRIVE ALOWE, CARPooL/Z, CARpWL/3+, T R A N S I T

PAGE NO. 1DATE 04APR95

T I M E 16:39:57

INWT FILE NAME . ..-.....- TMAN1

FILE CHARACTERISTICS. . . . . . . . . . . . . . . . . . . . . . . . . .

USER FILE IDENTIFICATION - AUTO DRIVE ALOWE

FILE ,,EmER . . . . . . . . . . . . . .

SINGLE PASS mE CHOICE -- WRPOSES = HBU, WHEY, NHB, TOTAL

MCOES = D R I V E ALoNE, CARPOOL/Z, CARPWL/3+, T R A N S I T

GENERATING FUNCTION -- - - - - FSUTMS mE CHOICE (SP)

TYPE OF FILE . . . . . . . . . . . . . VoLuE

GENERATIoN FILE NAME ----- AUTO1

GENERAT I Ow DATE . . . . . . . . . . 04ApR%

GENERATIoN T I M E - - - - - - - - - - 16:39:55

FILE SIZE . . . . . . . . . . - . . . . . MAXIMUM 2oNE =

MAXIMUM TABLE NO. =

INPUT FILE NAME . . . . . . . . . . TMAN4

FILE CHARACTERISTICS. . . . . . ..-.................

U S E R F I L E IDENTIFICATION - PTRtPS.a93

FILE HEADER . . . . . . . . . . . . . .

C U R R E N T D A T E - - - - - - - - - - 04APR95

C U R R E N T T I M E - - - - - - - - - - 16:39:57

24

4

WRPI = H-BUORK, WRP2 = H-BSHDP, P U R P 3 = H-BSOC/REC, PURP4 = H - B M I S C

PURP5 = NONH-B , WRP6 = TRUCK-TAXI , PURP7 = INT-EXT


T Y P E OF F I L E - - - - - - - - - - - - - V O L U M E

GENERATION FILE NAME ----- w(w)L.

GENERATION DATE . . . . . . . . . . 04ApR95

GENERATIOW TIUE . . . . . . . . . . l6:39:34

FILE SIZE . . . . . . . . . . . . . . . . MAXIMUM 2oNE =

MAXIMUN TABLE NO. =

CURRENT DATE . . . . . . . . . . 04ApR95

C U R R E N T T I M E - - - - - - - - - - 16:39:57

2 4

7

FLORIDA D-0-T.

FSUTMS

VER 4.03

SINGLE PASS MoDE CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MoDES = D R I V E ALoNE, CARWOL/Z, CARpWL/3+, T R A N S I T


T I M E 16:39:57

INPUT FILE NAME . . . . . . . . . . T,,AN2

FILE CHARACTERISTICS. . . ..-....-..........-..-.

USER FILE tDENTIFICATtON - AUTO ONE PASSENGER

FILE HEADER . . . . . . . . . . . . . .

SINGLE PASS 1400E CHOICE -- PURWSES = HBU, NHBU, NHB, TOTAL

MoDES = DRIVE ALONE, CARPWL/Z, CARPWL/3+, TRANSIT

GENERATING FUNCTION ------ FSLJTMS NUIE CHOICE (SP)

TYPE OF FILE . . . . . . . . . . . . . VOLUME

GENERATION FILE NAME ----- AUTO2

GENERATION DATE . . . . ..-... 04ApR95

G E N E R A T I O N T I M E - - - - - - - - - - 16:39:55

FILE SIZE . . ..-...-------- MAXIMUM 2oNE =

MAXIMUM TABLE NO. =

INPUT FILE NAME . . . . . . ..-. TtQ,N3


USER FILE IDENTIFtCATIOW - AUTO TVD, PASSENGERS

FILE HEADER . . . . . . . . . . . . . .

CURRENT DATE . . . . . . . . . . Q4ApR95

CURRENT TIME . . . . . . . . . . 16:39:57

2 4

4

SINGLE PASS NoDE CHOICE -- PURPOSES q HBU, NHBU, NHB, TOTAL

mES = DRIVE ALONE, CARPWL/Z, CARPWL/3+, TRANSIT

GENERATING FUNCTION -- - - - - FSUTMS MoDE CHOICE (SP)


GENERATION FILE NAME ----- AUT03+

GENERATIOW DATE ______.... 04ApR% CURRENT DATE . . . . . . . . . . 04ApR95

GENERATIoN TIME . . . . . - . . . . 16~39~55 CURRENT TIME . . . . . . . . . . 16:39:57

FILE SIZE . . . . . . . . . . . . . . . . MI,,“” ZONE r: 24


FLORIDA D.O.T.

FSUTMS

VER 4.03



FILE CHARACTERISTICS.-........................

USER FILE IDENTIFICATION - E-E VOLS

FILE HEADER . . . . . . . . . . ..-.


GENERATING FUNCTION -- - - - - GENERATE E-E VOL

T Y P E O F F I L E - - - - - - - - - - - - - V O L U M E

GENERATIoN FILE NAME ----- EETAB

GENERATION DATE -.....-... Q4ApR95

G E N E R A T I O N T I M E - - - - - - - - - - 16:39:16

F I L E S I Z E - - - - - - - - - - - - - - - - HAXIMUW ZONE = 2 4




USER FILE IDENTIFICATIOW - TRANSIT

FILE HEADER . . . . . . . . . . . . . .

SINGLE PASS =E CHOICE -- WRPOSES = HBU, NHBU, NHB, TOTAL

MCQES = DRIVE ALOWE, CARPWL/2, CARPWL/3+, T R A N S I T

GENERATING FUNCTION -- - - - - FSUTMS llOOE CHOICE (SP)

T Y P E O F F I L E - - - - - - - - - - - - - V O L U M E

GENERATION FILE NAME ----- TRANSIT

GENERATION DATE . . . . . . . . . . Q4ApR%

GENERATION TIME . . . . . . . . . . 16:39:55

PAGE NO. 3

DATE 04APR95

T I M E 16:39:57

CURRENT DATE . . . . . . . . . . 04ApR95

CURRENT TIME . . . . . . . . . . ,6:39:57

CURRENT DATE . . . . . . . . . . 04ApR95

CURRENT TIME . . . . . . . . . . 16:39:57

FILE SIZE ____.-.......... MAXIM ZONE = 2 4


SMATRIX TRANSPOSE

SFILES

INPUT FILE = TRNSPIN, USER ID = SPERSPA.TEMs, UNLOAD

OUTWT FILE = ODVoL, U S E R I D = SHTTAB.a93s

SHEADERS

“PERSOWS” (00 FORMAT) -- TABLE 1 = DRIVE ALOWE + TRUCK/TAXI + I-X + X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 = TRANSIT

SOPTION

NO TRANSPOSED FILE

SPARAMETER

PA FACTOR = 0 . 5 , 0 . 2 5 , 0 . 1 5 6 , 0 . 5 , 0 . 5

A P FACTOR = 0 . 5 , 0 . 2 5 , 0 . 1 5 6 , 0 . 5 , 0 . 5

SEND TP FUNCTION

FLORIDA D.O.T.

FSUTMS

VER 4.03

“PERSONS” (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-t

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ occ, TABLE4= X-X, TABLE5 = TRANSIT

INWT FILE NAME . . . . . . . . . . TRNSPIN

FILE CHARACTERISTICS. . . . . ..-..............--..

USER FILE IDENTtFICATION - PERSPA.TEM

FILE HEADER . . . . . . . . . . . . . .

GENERATING FUNCTIW . . . . . .

“PERSOWS” (PA FORMAT) -- TABLE1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLEG= X-X, TABLE5 = TRANSIT

MATRIX MANIPULATE


GENERATION FILE NAME . . . . .

GENERATIoN D A T E - - - - - - - - - -

TMAN7

04APR95

GENERATION TIME . . . . . . . . . . 16:39:57

F I L E SIZE ..-............. MAXIMUM ZONE = 24

C U R R E N T D A T E - - - - - - - - - - 04APR95

C U R R E N T T I M E - - - - - - - - - - 16:39:58

MAXICIUII TABLE NO. = 5


T I M E 16:39:58

SREPORT NATRIX

SFILE

INWT FILE = RTABIN, USER ID = $HTTAB.a93s

SOFTION

PRINT TRIP ENDS

PRINT TABLE

SPARAMETERS

SELECTED ZOWES = 2

SELECTED WRPOSES - 1-5

SEND TP FUNCTIoN

FLORIDA D-0-T.

FSUTMS “ P E R S O N S ” (00 FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I

VER 4.03 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ Occ, TABLE4= X-X, TABLE5 = TRANSIT

I N W T F I L E NAME - - - - - - - - - - R T A B I N

FILE CHARACTERISTICS. . . . ..-.......-...-.....-.

U S E R F I L E tDENTIFtCATtON - HTTAB.a93

FILE HEADER . . . . . . . . . . . . . .

“PERSONS” (W FORMAT) -- TABLE 1 = DRIVE ALOWE + TRUCK/TAXI + I-X + X-I


GENERATING FUNCTION ------ MATRIX MATRIX TRANSPOSE

T Y P E O F F I L E - - - - - - - - - - - - - VOLUnE

GENERATIoN FILE NAME - - - - - aOw)L

GENERATION OATE - - - - - - - - - - 04APR%

GENERATIoN TIME . . . . . . . . . . ,6:39:58

FILE SIZE . . . . . . . . . .._..._ MAXIMUM 2oNE I 2 4

PAGE NO. 1

DATE OCAPR95

T I M E 16:39:59

C U R R E N T D A T E - - - - - - - - - - 04APR95

C U R R E N T T I M E - - - - - - - - - - 16:39:59


xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx

xxxx xxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxxx xxxx xxxx xxxx xxxx xxxx xxxxxxxxxxxxxxxxxxxxx

xx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxx xxxx xxxx xxxx xxxx xxxx xxxxXXXXxxXX

xxxxxxxx

xxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxx

xx xxxxx xxxxxxx xxxxxx xxxx xxxx xx xxxx xxxx xxxx xxxx xxxx xx

xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx

xxxx xxxxxxxxxxxxxxxxxxxx

********t****HHt**t****************************~***********************************

* *

l MATRIX REPORTS *

* l

* “PERSoNS” (CO FORMAT) - - TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I *

l TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 = TRANSIT l

* l

t***t*****+*~*************************************************************************

FILE CHARACTERISTICS. . . . . . . . . . . . . . . . . . ..-.....

U S E R F I L E IDENTIFICATION - HTTAB.a93

FILE HEADER . . . . . . . . . . . . . .

“PERSONS” (00 FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I



T Y P E OF F I L E - - - - - - - - - - - - - V O L U M E

GENERATIoN FILE NAME - - - - - OOVOL

GENERATION DATE -....-.... 04ApR95*

GENERATIoN TIME . . . . . . ..-. 16:39:58

CURRENT DATE . . . . . . . . . . 04ApR95

CURRENT TIME . . . . . . . . . . 16:39:59

F I L E S I Z E - - - - - - - - - - - - - - - - M A X I M U M 2O)IE = 2 4

MAXIm TABLE NO. = 5

FLORIDA D.O.T.

FSUTMS

VER 4 . 0 3

“PERSONS” (00 FORMAT) -- TABLE 1 = DRIVE A L O N E + T R U C K / T A X I + I-X + X - t

TABLE2 = AUTO 2 occ, TABLE3 = AUTO 3+ occ, TABLE4= X-X, TABLE5 = T R A N S I T

O R I G I N ZOWE 2 WRPOSE 1

TO ZONE

1

11

21

O R I G I N ZO)(E 2

- I - - 2 -

1235 3 6 5

70 4 6

3 0 9 25

WRWSE 2

TO 2OWE

1

11

MlIGIN Z O N E 2

-1. -2.

188 0

2 8 18

W R P O S E 3

TO 2oNE

1

11

O R I G I N ZOWE 2

- l - - 2 -

5 7 0

10 6

W R P O S E 4

O R I G I N Z O N E 2 PURPOSE 5

3 0 0 4 TOTAL ORtG/PRO

-3. -4. -5.

6 7 12 41

6 3 1 0

3 9 3 2

3 8 8 TOTAL ORtG/PROD

-3. -4. -5.

15 4 10

2 6 1 0

125 TOTAL ORIG/PROD

-3. -4- -5.

5 1 4

9 0 0

0 TOTAL ORIG/PROO

0 TOTAL ORIG,‘PRDD

-6. -7.

74 3 6

2 0 4 3 8

-6. -7.

13 90 0

-6. -7.

4 30 0

-8.

6062

-8.

220

-8.

70

PAGE NO. 1

DATE 04APR%

T I M E 16:39:59

-9. -0. TO ZONE

4 5 108 10

2 7 4 5 2 0

-9. -0. TO ZONE

16 38 100 0 20

-9. -o- TO ZOWE

6 13 10

0 0 2 0

FLORIDA D.O.T.

FSUTMS

VER 4.03

“PERSOWS” (00

TABLE2 = AUTO

TRIP

FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-t

2 OCC, TABLE3 = AUTO 3+ occ, TABLE4= X-X, TABLE5 = T R A N S I T

END SUMMARY - - - W R W S E 1

PAGE NO. 2

DATE 04APR95

T I M E 16:39:59

ZONE/DISl OR I G/PROD DEST/ATTR TOTAL INTRATRIPS ZONE/DIST ORtG/PROD DEST/ATTR TOTAL INTRATRIPS

1 79061 79064 158125 58933

2 3 0 0 4 3 0 0 7 6011 3 6 5

3 2579 2581 5 1 6 0 811

4 1825 1824 3 6 4 9 7 1 0

5 3 5 7 4 3 5 7 4 7 1 4 8 1355

6 7094 7 0 9 2 14186 2141

7 9 8 9 3 9 8 9 0 19783 4 4 0 0

8 5225 5 2 2 6 10451 2613

9 6 1 4 2 6 1 4 2 12284 2 9 8 6

10 14133 14134 2 8 2 6 7 8 0 0 8

11 15063 15064 3 0 1 2 7 8 9 6 2

12 2881 2 8 8 0 5761 1331

13 4 0 7 2 4 0 7 2 8 1 4 4 2271

14 116 113 2 2 9 11

15 3 6 3 5 71 0

16 5 5 0 0 5 5 0 0 11000

1 7 1300 1302 2 6 0 2

18 1600 1598 3 1 9 8

19 1900 1900 3 8 0 0

2 0 1200 1201 2401

21 8 5 0 0 8501 17001

2 2 9 0 0 8 9 8 1798

2 3 1000 9 9 9 1999

2 4 8 5 0 851 1701

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOTALS 177448 177448 3 5 4 8 9 6 9 4 8 9 7

FLORIDA D.O.T. PAGE NO. 3

FSUTMS PPERSONS” COD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I DATE 04APR95

VER 4.03 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ occ, TABLEG= X-X, TABLE5 = TRANSIT T I M E 16:39:59

T R I P E N D SwMARY --- WRPOSE 2

ZOWE/DtST OAIG/PROD DEST/ATTR TOTAL INTRATRIPS 20(3E/DIST ORtG/PRW DEST/ATTR TOTAL INTRATRIPS

1 2 2 0 3 2204 4 4 0 7

2 3 8 8 3 8 8 7 7 6

3 3 5 7 3 5 8 715

4 177 1 7 7 3 5 4

5 3 7 2 3 6 9 741

6 7 8 3 7 8 6 1569

7 7 2 7 7 2 6 1453

8 4 6 6 4 6 6 9 3 2

9 5 1 3 513 1026

10 1079 1079 2 1 5 8

11 8 9 0 8 9 0 1780

12 3 4 0 3 3 7 6 7 7

13 4 3 7 4 3 8 875

14 1 7 16 3 3

15 5 7 12

1 6

1 7

1 8

19

2 0

21

2 2

2 3

2 4

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

TOTALS 8754 8 7 5 4 17508 0


FSUTMS “PERSoNS” (OD FORMAT) -- TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-I DATE 04APR95VER 4.03 TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+ Occ, TABLE4= X-X, TABLE5 = TRANSIT TIHE 16:39:59

T R I P E N D SUFRURY --- WRWSE 3

ZO)(E/DIST OR I G/PROO DEST/ATTR TOTAL INTRATRIPS ZOWE/DIST ORIG/PROO DEST/ATTR TOTAL INTRATRIPS

1 7 3 4 7 3 6 1470

2 125 124 2 4 9

3 114 113 2 2 7

4 5 8 5 7 115

5 119 120 2 3 9

6 2 5 0 251 SO1

7 2 3 0 2 2 9 4 5 9

8 151 151 3 0 2

9 165 165 3 3 0

10 3 4 5 3 4 4 6 8 9

11 2 8 8 2 8 9 5 7 7

12 115 114 2 2 9

13 151 151 3 0 2

14 6 6 12

15 2 3 5

1 6

17

18

19

2 0

21

222223232424

......... ......... .................TOTALS 2853 2853 5 7 0 6 0


FSUTMS “PERSOWS” (OD FORMAT) -- TABLE 1 = DRIVE ALoNE + TRUCK/TAXI + I -X + X-I DATE 04APR95

VER 4.03 TABLE2 = AUTO 2 Occ, TABLE3 = AUTO 3+ OCC, TABLE4= X-X, TABLE5 = T R A N S I T T I M E 16:39:59

T R I P E N D SLIMMARY --- WRPOSE 4

ZOWE/DIST ORtG/PROO DEST/ATTR TOTAL INTRATRIPS ZOWE/DIST ORIG/PROD DEST/ATTR TOTAL INTRATRIPS

6 0 0

7 0 0

8 0 0

9 0 0

IO 0 0

11

12

13

14

15

16 6 8 0 0 6 8 0 0 136001 7 3 7 0 0 3 7 0 0 7 4 0 018 3 4 5 0 3 4 5 0 6 9 0 0

19 2650 2 6 5 0 5300

2 0 5300 5 3 0 0 10600

21 11600 11600 23200

2 2 6 5 0 0 6 5 0 0 13000

2 3 7450 7450 14900

2 4 6650 6 6 5 0 13300

......... ......... .................TOTALS 54100 54100 108200 0


FSUTMS

VER 4.03

‘PERSQWS” (00 FORMAT) - - TABLE 1 = DRIVE ALONE + TRUCK/TAXI + I-X + X-t

TABLE2 = AUTO 2 OCC, TABLE3 = AUTO 3+3+ EC,EC, TABLE4= X-X, TABLE5 = TRANSIT

T R I P E N D SLJMMARY --- WRWSE 5

ZONE/D 1 ST ORIG/PR00 DEST/ATTR TOTAL

1 2020 2020 4 0

2 00 00 0

3 00 00 0

4 00 00 0

5 33 33 6

6

7

8

9

10

11111212131314141515

16161717181819192020

2121222223232424

15

0

14

7

12

0

2

0

0

0

0

0

0

0

0

0

0

0

0

DATE 04APR95

THE 16:39:5916:39:59

INTRATRIPS

0

0

0

0

0

ZoNE/DtST ORtG/PR00 DEST/ATTR TOTAL INTRATRIPS

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

,

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..I.

TOTALS 4 8 4 8 % 0

technical report - mode

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