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MICHIGAN'S STATEWIDE TRAFFIC FORECASTING
MODEL
VOLUME III
nMULTI-LEVEL HIGHWAY NETWORK GENERATOR"
("SEGMF:NTAL MODEL")
JUNE 1971
Transportation Library Michigan Department of Transportation 425 W. Ottawa Lansing, MI 48933
MICHIGAN DEPARTMENT OF STATE HIGHWAYS
IN COOPERATION WITH
THE U,S, DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
MICHIGAN'S STATEWIDE TRAFFIC FORECASTING
MODEL
VOLUME III
"MULTI-LEVEL HIGHWAY NETWORK GENERATOR"
(''SEGMENTAL MODEL'')
Supervisor
Programmer
JUNE 1971
TRANSPORTATION PLANNING DIVISION STATEWIDE STUDIES UNIT
Richard E. Esch
IILftJJ Alan R. Friend
ACKNOWLEDGEMENT
We wish to thank the following people for their
valuable assistance in the production of this report:
Dale Stanaway: Graphics & Presentation
Evelyn Aldrich: Editing & Form
I .
TABLE OF CONTENTS
Page
Preface-------------------------------------------- 1
I i Introduction--------------------------------------- 2
Development Process and Program Functions---------- 15
Possible Segmental Model Applications-------------- 28
Segmental Model Operational Procedures on a B-5500-------------------------------------- 37
Segmental Model Program Details-------------------- 47
Preliminary Segmental Model Program---------------- 52
Segmental Model Test Run--------------------------- 53
Planned Model Refinement--------------------------- 98
•
\-_i
PREFACE
I _.
'
PREFACE
This is the third report in a series of reports dealing
with the development of a statewide traffic forecasting
model for the State of Michigan. The previous reports are
as follows:
Vol. 1 Objectives and Work Program
Vol, 2 Development of Networks Models. This model
probably should be referred to as a ''Multi-
level Network Generator'' which more accurately
defines the actual function of this process,
However, in this report and other discussions that have taken
place in the past this traffic forecasting tool has been
referred to as ''Segmental Model''.
1
•
INTRODUCTION
. ·;
INTRODUCTION
During the past decade traffic forecasting techniques
have experienced extremely rapid change. Until the mid-
fifties only manual methods of traffic forecasting were in
use by analysts in the transportation field.
The Detroit Area Transportation Study (D.A.T.S.) was
initiated in 1953. As a result of this study several more
sophisticated techniques evolved which were to revolutionize
the traffic forecasting techniques then in use. Although
D.A.~.s. was not the first transportation study ~o apply
computerized traffic assignment techniques this study was
initiated at a time when rapid change in traffic forecasting
techniques began. In the early sixties the Michigan Depart-
ment of State Highways conducted origin-destination surveys
in most of Michigan's major cities. By the late sixties
this included survey data for approximately 35 urban areas.
The revolution that was occurring in the analysis of the
origin-destination survey data has been documented in several
reports by the Federal Highway Administration.
list follows:
Traffic Assignment Manual, B.P.R. 1964
Traffic Assignment & Distribution for Small Urban Areas, B.P.R. 1965
Calibration and Testing a Gravity Model for Any Size Urban Area, B.P.R. 1963
A selected
This computerized traffic analysis and forecasting
process can be divided into two primary operations.
2
1, Development and definition of a highway network model as suggested in the first report above for both present and future highway systems.
2. Creation of a travel matrix or trip table which is representative of the inter-zonal travel within each origin-destination study area for both present and future travel.
Many computer programs were developed to manipulate or com-
plete analysis on these highways network and travel models.
All of this development until the mid-sixties was directed
at urban transportation studies.
During the late 1960's several states began to recognize
the potential application of computerized urban traffic
forecasting techniques at the statewide level. The potential
was unlimited as most states were still using manual traffic
forecasting techniques in the rural portions of each state.
Until this development most highway network models for
these urban studies were composed of 100 to 300 sub-areas
or zones within each survey area, except for the large
metro-areas. With the advent of statewide traffic fore-
casting model process many states found need to develop
models involving 500 - 800 zones. This is what Michigan
refers to as a first generation statewide model. The
smaller urban studies included network models composed of
1000 - 2500 highway segments or links. Statewide models
often included upwards of 3000 - 5000 highway segments or
links such as the 540 zone highway network displayed in
figure 1.
The urban study in most cases required small computer
3
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4 M A D A
DETROIT METROPOLITAN
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'G> FIGURE -.
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program run times of an hour or less. This was also true
for many of the first generation statewide models. Most
of the research that went into the calibration of a first
generation statewide traffic forecasting model led Michi
gan to believe that a first generation statewide model would
generally supply gross planning information and therefore
only serve a single purpose. Michigan is in the process
of developing a second generation statewide traffic fore
casting model which hopefully will serve a dual purpose.
1. Supply g~neral planning information.
2. Supply detailed design information.
With the advent of the second generation statewide model
(1500-2500 zones) computer run time in some instances
became prohibitive and at times bordered on the impossible.
A 2300 highway network appears in figure 2 and this network
contains approximately 12000 links. Many of the predicted
twenty and thirty hour computer runs on this network are
not practical with present computer techniques. In selected
situations, depending on the type of computer used to com
plete the analysis, some of these run times could be reduced
slightly.
The Michigan Department of State Highways since 1966
has been developing a statewide traffic forecasting model.
Volume I entitled Statewide Model Objectives and Work Program,
December, 1970, is a documentation of Michigans' proposed
statewide model development process. The Michigan model as
suggested in the work program will include four levels of
zonal detail with a possible fifth being omitted presently.
5
2300 Z0/1£ TRAffiC FDR£CASTINS SYSTHt
!!!!~.IE 1ifn o u;
ttiStlllli[hiJl li(~ifll hii~!)Utl llilf limin
FIGURE 2
•
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6
1, A 83 County Zone System (Figure 3).
2. A 540 Zone System which contains zones that are a combination of townships (Figure 4).
3. A 2300 Zone Systems which contains zones which are single townships plus districts within urban areas
4. The fourth level of zonal detail will contain zones which are parts of townships plus all urban 0-D zones. This will result in a 9000 zone system.
5. (Opt.) Micro Zone System, Blocks Urban - Square Mile Grids - Rural
The computer run times for the 540 zone system using
Michigan Departme~t of State Highways transportation plan-
ning package of computer program are displayed below.
TP Net 15 Minutes
TP Tree 1 Hour
TP Skim 1 Hour
TP G.M. 1 Hour
TP Load 1 3/4 Hours
This transportation planning package of computer programs
is operational on a B-5500 and is similar to the Federal
Highway Administration ''360'' package of transporta~n
planning computer programs. With the advent of Michigan's
2300 zone system the following computer run times were
estimated. These estimates were based on test runs for portions
of the 2300 zone system using a B-5500. The B-6700 will greatly
shorten these estimated run times because of the additonal
internal core.
7
I ~ • • J l-·1
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I
I
I
I
SEGMENTAL
MODEL
DETAIL
LEVEL
ONE
83 COUNTY ZONE SYSTEM
•
FIGURE 3
8
. /
·540 ZONE SYSTEM
.o ··--,\...-
' ' I
' '
' '
/ '
j·
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I~
lic~lrn f•,artcut 11 Sh!l ~ilhlJI
ftli1JIIIIIiu Phni11 ;ifilill ~ Sllllllh fldill hit
SEGMENTAL
MODEL
DETAIL
LEVEL
Two
FIGURE 4
""-.. .
.........................
,0 ~ ""-..
' ' ""-..' ~
... -----' ;
• 0
'
...
. .
9
-.
! !
2300 ZONE SYSTEM
SEGMENTAL
MoDEL DETAIL
LEVEL THREE
2l00 ZOKE TRAffiC FOR(CASliNG SVSHM
INSTAT'E ZONII1S
MICJIIOI~ mmMUT Gl U.IU IIUUYS
JLIXlmnmM rtmiHO amm• SUI[IIUIIliOitiiKII
FIGURE 5
10
TP Net
TP Tree
TP Skim
TP G.M.
TP Load
1 Hour
22 Hours
No Test Data as of this Report
No Test Data as of this Report
18 Hours
The second generation statewide model when opera
tional will often need to cycle through the transportation
planning package upwards of 10-15 times per year. Assuming
it was physically possible to run the programs based on
the above computer run times, the scheduling of runs would
still be extremely difficult. Any system significantly
larger than a 2300 zone system would definitely be impossible
with present technology. The department's computer package
has been improved from time to time to shorten run times.
Several programs such as TP TREE and TP LOAD still require large
periods of time to complete. If the department obtains access
to a B-6700 computer some of the above problems will be
alleviated, but run times still will remain long. This problem
still exists on lOOOK IBM-360, as the department has investigated
and found .that run time, even with this machine, is as large as
10 hours with such programs or ''build trees''.
The second major problem facing the staff assigned the
responsibilities for model development, was the fact that
under normal operating situations the model would often be used
to supply transportation information for small portions of the
system, versus the total system runs.
11
Operation of a completed run for the whole state to obtain
a solution for a single corridor would obviously be a
grossly inefficient use of a statewide model and solutions
to this problem had to be explored. TALUS is presently
experiencing a similar situation where analysis is required
for only a small portion of the system, but with present
techniques the total system must be operated.
Some sub-area isolation technique might be a possible
solution. Many of the present computerized traffic fore-
casting technique~ allow for sub-area assignment, just as
Michigan's transportation planning package does, but most of
these techniques supply analysis data only up to the cordon
of the sub-area and not beyond. As an example refer to figure
6. The urban origin-destination cordon is the heavy dotted
border and the sub-area selected for study is the fine solid
line. With existing techniques a sub-area assignment ·could
be completed but this would supply only traffic data for the
sub-area. If any of the sub-area network changes effect the
regional system it would be difficult ill determine with the
existing technology. This technique also requires that the
large model be run initially before the sub-area program is
run. Therefore, the computer run time is still extremely
long on a statewide basis.
In many actual highway planning and design d~cisions
the user is interested in the immediate study area in detail
with the option of obtaining answers at a lesser level of
detail in the outlying areas.
12
J
J. I ' •'T
.•• i
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i
SUB AREA ISOLATION DIAGRAM
0
SUB-AREA
FIGURE 6
13
: ~ i
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Attempts such as Texas' segmented traffic assignment,
and others, have been directed at a solution of some o£ the
above problems. After due consideration for existing
solutions and the scale of the problems discussed above
(The Statewide Studies Unit of the Michigan Department of
State Highways) has developed what is presently felt to be the
most comprehensive solution to the above problem of:
1, Long computer run times for second and third generation statewide models.
2. Transportation analysis needs on only parts of the totai system,
3, Missing levels of detail as with sub-area isolation assignments.
4. Manually coding networks of various levels of detail.
The Statewide Studies Unit has referred to this
computerized traffic forecasting tool as the "segmental
model'', or more specifically, ''Multi-level Highway Network
Generator''. This report will:
1. Document ''segmental model'' development techniques,
2, ·Define and explain ''segmental model'' computer programs,
3. Discuss use of program and run times on a B-5500.
4. Present test results on actual 2300 zone station model network.
5. Discuss future applications and program refinements,
14
!_:
•
DEVELOPMENT PROCESS B PROGRAM FUNCTIONS
PROGRAM DEFINITION AND FUNCTIONS
The Michigan statewide traffic forecasting model
development process was initiated in late 1965. From
1965 until January 1970, the staff of the Statewide Study
Unit has been obtaining valuable experience related to
the development of a statewide model for Michigan. As
the report entitled Statewide Model Object Volume II indi-
cates, development of a 2300 zone statewide model highway
network was to be completed in early 1970. Initial computer
run times with the department's transportation planning
package indicated that the computer program run time for
building all ''trees'' on this system would be practically
impossible, Initial model research and development had
indicated that there would be a necessity of developing a
second generation model (2300 zone) which was a much finer
system than the 540 zone system. The refined system would
supply both general planning and detailed design data while
maintaining only one mode. Incorporation of the urban
studies within the statewide modeling process would involve
upwards o£ 9000 zones requiring even more sophisticated
technology,
In early 1970 definition and development of a ''segmental
model'' was initiated. The ''segmental model'' discussions that
followed resulted in the conclusion that this model should
accomplish the following:
1. Maintain a single master detailed network file versus the present method of coding and maintaining several different network link files.
15
,, i 'I
2. User specified level of network detail by area based on function classification and link type.
3. Elimination of unnecessary highway links as a result of deletion or compression of selected links by class therefore saving computer run times.
4. Automatic compression of trip table to match network detail by each area, so that traffic assignments could be completed after a "build all trees" run.
5. Multi-detail sub-areas with total network. For example generate a network with detail areas for Lansing and Kalamazoo and leave the rest of the state with a course network.
6. Conversion of master network coordinate files so new segmental network could be plotted automatically and used as a base map or work map.
Throughout this report two phrases will often appear.
They are ''preliminary segmental model'' and ''refined segmental
model". The reason for this is the fact that the "segmental
model'' development process was two-phased. Phase I, which this
report will cover in detail, deals with the development of an
operational preliminary model. Hopefully, this preliminary
model will establish the potential usefulness of this concept.
Phase II is the planned refinement of the preliminary model.
The refined model would be used as a daily forecasting tool
within the Michigan Department of State Highway's transportation
planning process. Steps 4 and 6 above are planned
as part of the "refined segmental model" development process.
It is recommended that the ultimate "master network link
file'', which should be used with the ''refined segmental model'',
would be a detailed link file for all roads in the state. In
some states the state or federal needs study files might be
16
modified to fulfill this requirement if it was originally
defined in such a manner as to be adaptable to the A-Node
B-Node concept of most highway network models.
Any state which initiates and applies a concept such
as "segmental model" will be required to maintain only one
detailed highway network for the entire state, both urban or
rural from that day forward. This is in direct contrast to
many present studies which maintain two or three network
files so that transportation analysis can be completed at
varying levels of ~etail. Applying the "segmental model"
concept Michigan will need to maintain only one detailed
network file. It is also possible that in the future;
''segmental model'' would allow the Michigan Department of
State Highways to automatically generate urban 0-D study high-
way network models with a single run of the "refined segmental
model" program. This would simplify the present manual process
of urban 0-D network definition and development.
The ''master network file'' used presently as input to the
''segmental model'' program is the second generation 2300 zone
statewide highway network model which was discussed in detail . -,·
' in a statewide traffic forecasting model report entitled,
Development of Network Models, Volume II, March, 1971. This
highway network model was defined using the conventional
node-link concept of network definition which is commonly used
in most urban traffic assignment processes. The network code
form used for the 2300 zone system appears in figure 7. The
format and actual codes follow.
17
il&Tf 0,. llltC•Ut.M D£PAII:TM[NT Of STAT£ HIGHWATS 8-SSllO LINK DATA CARD
• • • ....
[-'I ! 'I I I
•
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-~ I --'' . --: . I
--'-'' ' - . 'I j . ,_
. -'I I '
+
. ... . • 0
t /l t J + +-1 +~+~++ r ; l' : +- H ~ '-+ H· t- -l T t
•-1 , I ' ' + • l ., ... f ·t t 'r r· -~-t- ' I ; i t i 1 r H : t l-
f-+ -; f-H14 -Hi .. ~. '1
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IF+~-' -j ttl-
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--- -- -- - - --..1----' .L
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B5500 Link Data Card:
Column
1 3-6 9-12 14-17 18 19-21 22-24 25-27 28-31 32-36 40 41 42-44 45-4 7 48-50 51-54 55-59 69-70 71-72 73-74 80
Contents
Card Type, A "2". A-Node, B-Node, Distance. A to B T or s. A to B Time or Speed A to B Time or Speed A to B Time or Speed A to B Capacity (In A to B Count.
(AM). (PM) , (OFF).
Tens),
Direction, l-one way, 2-two way, B to A T or S. B to A Time or Speed (AM), B to A Time or Speed (PM), B to A Time or Speed (OFF). B to A Capacity (In Tens). B to A Count, Link Type. Link Jurisdiction. Capacity Class. Delete, A "D" If Link is to be Deleted.
Figure 8 is a copy of the 2300 zone Clinton County
Highway network modeloose map. This is one of Michig~n's
83 county base maps, which will serve as a reference map
for the following discussion. As with all highway network
definition and coding operations a zonal system within the
study area was initially defined and numbered. The zone
numbers were four digit numbers, The first two digits were
the county numbers and the last two the statewide zone with
the county numbered sequentially, The central-most or
population center was selected as the first zone (01) in each
county. In figure 8 this would be zone 1901 where the first
two digits are the county number and last two (01) are the
zone number within the county,
19
' I I ' --· I
i' --"'
J
J
'"
...
UTON
----~--------------------------------------------------------------------------~ ...
... J.:u co
COUNTY RO. -----STATE TRUNKLINE CENTROID
NODE 1111
• FIGURE 8
20
""
. ..
""
r :r~-i-'...,
CLINTON COUNTY MICHIGAN
STATE HIGHWAY COMMISSION OEPAftTioi[HT 0!'" STATE HIGHWAYS
HIGHWAY PLANNING SURVEY
U 5 W:P411TM£NT 01' TRAI<SPORTilT<CIIi 'ED£1141.- MIG>IWAY A()OIJtji!TRAT~
8uRUU 01' -Lil: RO~S
, .. , ........ -..---
"'
...
I '
In this case a population center was selected as the first
zone in the county. The selection of the first zone within
each county is critical to the operation of the ''preliminary
segmental model". This is the zone which will represent
the county if the user specifies this county is to be used
as a non-detailed network area. The centroid link for this
first (01) zone must also connect directly to a state
trunkline.
The "preliminary segmental model" performs the following
five functions when creating a segmental network from a
detailed master network file. The computer program does
not perform these functions exactly in this order but for
discussion ~urposes this should suffice. Program details
will be documented in a later section of this report.
A. Centroid selection or deletion.
B. Selection of highway links in detailed network areas.
c. Highway network link deletion in non-detailed areas.
D. Elimination of unnecessary highway links thru link compression.
E. .Renumbering of remaining centroid numbers for direct input into transportation planning package.
The user specifies which counties are to contain
detailed network link data and the program assumes the
remaining counties are to contain non-detailed network
data. The master network link file must be in sort by
A-Node, B-Node. Centroid links which are part of the
21
detail counties are selected and saved for the new network
being created. In the non-detailed counties only the
centroid links with A-nodes ending in 01 are selected and
saved as these are the pre-specified zones which will
represent that county.
All highway links with county codes matching those
county codes specified by the users as being in the detailed
area are selected and moved to a new network file.
In the third portion of this process the preliminary
model deals with the selection of only specified highway
link types in the non-detailed counties. The user is
supposedly not interested in generating a detailed network
in this area. The ''preliminary segmental model'' does not
allow the user to specify which link types are to be
included in the new network for this area. Presently only
links which are specified as state highway links are selected
and saved and all other road types are deleted. The program
therefore saves only links which are presently coded 01 in
the link type column for the 2300 zone system. Figure 8 is
a sample of the 2300 zone network before a segmental model
run. The newly created multi-level network would look like
figure 9, if the preliminary ~egmental model process was
halted in the third portion of the program just discussed
and this county was specified as a non-detailed study area.
Note that even though the network is sufficiently coarser
than the original network in figure 8 there are many highway
links, particularly in the urban area, which are not particularly
22
I I
"'' lo~•·ll
..
------------------------------------~''
FIGURE 9
23
OEPAitTMENT OF STAT( HIGHWAYS
HIGHWAY PLANNING SURVEY . .__.,., .... ..,.,.. ... ., ..... IJI D£p,o,ftTtoo£NT 0<" IR.1.><1P()IHAT001'11
l[l)(IIAL_ I<IGH"f'oW A()w!t<•ST~Ar'Oii
tvi<£Au Of' f'U!IU~ AO.WS
..... ,... ... u:.
~-
'
I . .
pertinent to operation of the forecasting model at this
level of network detail for this county,
The fourth task accomplished by the ''preliminary
segmental mpdel" is the elimination of these unnecessary
highway links in the non-detailed counties of the state.
These links affect computer run times in the ''tree''
building and traffic assignment programs and elimination
of them does save significant computer run time. These
links are eliminated by a process explained in detail in the
programmer-operator section of this report. A single new
equivalent link is generated to replace any combination of
unnecessary links. After completion of the fourth function
in the ''preliminary segmental model'' process the newly created
multi-level network would be defined as shown in figure 10.
Up to this point the centroid links have the zone end
of the link identified by a zone number which relates.this
link to a socio-economic data bank. As mentioned previously
this is a non-sequential zone numbering system, Most trans-
portation planning computer program packages require a
sequential zone number so the fifth portion of the preliminary
segmental model sequentially renumbers all of the centroid
link zone numbers which is the A-node of each centro~d link.
A new centroid link is created using this sequential number
as input to the transportation planning computer program
package, The present program will also supply the user a
conversion list of original non-sequential zone numbers and
their sequential equivalence after passing through segmental
24
Ll !
EATON
...... ... STATE
"''to o;o....••u
I co l ~ n -.t. .. ~ ~··
TRUNKLINE -CENTROID "' NODE • FIGURE 10
CLINTON COUNTY MICHIGAN
STATE HIGHWAY COMMISSION 0£PARTM£NT OF STAT£ HIGHWAYS
DUA OtrA ... !D ... 0>1
HIGHWAY PLANNING SURVEY <"""-"'" ., .-•••• ..,. ~"·
1.1-t Df:I'I.ATV£I'it ~ Tll.o.HSI'Of!T .. l!OJI ftc(II .. L HIG,nll .. l .lDIWIIII,riiAf!OI.I
-t.O.UOf' PUIILK~
-~--=~,.a , •• ,,., lfocu ----
I ~ l
\
t i
I
!
I i ! i '
i
\ -,, ,-------------------'----------------'
25
model. A sample of this equivalence list appears in figure
11. This listing is useful when completing analysis on a
multi-level network where it is necessary to refer back to
original master link file base maps.
The "preliminary segmental model" after completing the
fifth stage calls the transportation planning computer program
TPNET. The program submits the newly created network file
just as if it were a newly coded network. The TPNET program
completes the network edit and prepares a network file for
use in the transportation planning computer program package
as a base file for "tree" building and traffic assignment.
This completes the full cycle for the "segmental model"
process.
If the user wishes to complete a traffic assignment on
the new network the trip table associated with the master
file is not compatible with the new zone system, because of
the deletion of zone centroids. In the "refined segmental
model" this problem will be resolved by having the segmental
model program generate trip table compression cards.
The last few pages should serve as a. brief review of the
procedual steps or stages carried out by the "preliminary
segmental model'' program. A copy of the actual computer pro-
gram outputs is available in the section dealing with an actual
test network. Information required to run this program on
a B-5500 computer is discussed in the section following the
''possible application'' discussion. The programmer-operator
portion of this report will discuss the actual inter-workings
of the computer program.
26
~
' Q01438 CENTROID EQUIVALENCE LIST
~
0001 0101 0002 0201 0003 0301 0004 0302 0005 0303 0006 0304 0007 0305 0008 0306 0009 0307 0010 0308 ~ 0011 0309 0012 0310 0013 OH1 0014 0312 0015 0313 0016 0314 0017 0315 0018 0316 0019 0317 0020 0318 0021 0319 0022 0120 0023 0321 0024 0322 0025 0323 0026 0324 0027 0325 0028 0326 0029 0327 0030 0328 00 31 0329 0032 0330 0033 0331 0034 0332 0035 0333 0036 0 334 0037 0401 0038 o5ol 0039 0601 0040 0701 E 0041 ORo! 0042 080~ 0043 0803 0044 0804 0045 0805 0046 0806 0047 08.07 0048 0808 0049 0809 0050 0810 00'11 0811 00'12 0812 0053 0813 0054 0814 00'15 0815 0056 0816 0057 0817 0058 08!8 0059 09 01 0060 0902 0061 0903 001>2 0904 0063 0905 0064 0906 0065 0907 0066 0908 0067 0909 0068 0910 OOo9 0911 0070 0912 < 0071 0913 0072 0914 0073 0915 0074 0916 0075 0917 0076 0918 0077 0919 0078 0920 0079 0921 0080 0922
0081 09?3 0082 0924 0083 0925 P084 0926 0085 0927 0086 0928 0087 0929 0088 093Q ooS9 0931 0090 0932 0091 0933 0092 Oc::l34 0093 1001 0094 1 I o 1 0095 1102 0096 !103 0097 II 04 0098 1105 0099 1106 0100 11 0 7 (
0101 1108 0102 1109 0!03 11 1 0 0104 1 1 1 I 0105 1 II 2 0106 I II 3 0107 I 1 14 0108 !115 0109 1116 OliO II I 7
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0171 1214 0172 !? 15 0173 !::>16 0174 1217 0175 !? 18 0176 1219 0177 1220 0178 1221 0179 1301 0180 1302 OlAl 13o3 Q!R2 1304 O!A3 1305 0184 1306 O!R5 1307 0186 1308 01R7 1309 0188 111o 01~9 1 311 0190 1312 0191 1 3) 3 0192 1 3 11~ 0193 1315 0194 1316 0195 1317 0196 !318 0197 1319 0198 132o 01~9 1321 0200 !322 0201 1323 0202 1324 0;>03 1325. 0204 1326 0205 1327 02 06 !328 0207 1329 0208 t33o 0209 1 3 31 0210 !332 0211 1333 0212 1134 0213 1335 0214 1336 0215 1337 0216 I 338 0217 1139 0218 1 3 4 0 0219 !341 0220 [342
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0241 14!7 0242 1418 0243 1419 0244 1420 0245 15 0 I 0246 16 01 0247 17 01 0248 !Bot 0249 19 01 025 0 19 02 0251 t9o3 02'\2 1 q 04 0253 19 05 0254 1906 0255 19 or 0256 19 08 02o7 19 0 9 0258 !910 0259 19 11 0260 1912 0261 19 tl 0262 1914 0263 !Q!S 0264 1916 0265 1917 0266 1 9 18 0267 !919 0268 1920 02 69 1921 0270 2001 0271 21o1 0272 22(1 0273 2301 0274 2302 0275 2303 0276 2 3 04 0277 23 05 0278 2306 0279 2 3 07 0280 2108 0281 2-'o9 ()2,~2 2310 0?A3 2111 0284 2312 02•5 2313 02R6 2314 02R7 2315 0288 2316 02~9 2317 0290 2318 029! 23[9 0292 2320 0293 2321 0294 2322 0295 2323 0296 2324 0207 2325 0298 2326 0299 2327 0300 2328 0301 2 3z9 0302 2330 0303 2401 0304 25 01 0305 2502 0306 25 03 0307 25 04 0308 2So5 0309 2506 0310 2507 0311 25o8 0312 2'i 09 0313 2510 0314 2511 0315 2'112 0316 2513 0317 2514 0318 2515 0319 2516 0320 2517 0321 2'118 03?2 2519 0323 2o2o 03?4 2521 03?5 2522 0326 2523 03?7 2524 0328 2525 03;>9 2526 0330 2527 0331 25;>8 0332 2529 0333 2'130 0334 2531 0335 2'\ 3 2 0336 2533 03 37 2534 0338 2535 03]9 2536 0340 2537 0341 2538 0342 2539 0343 2o4o 0344 2541 0345 2o 4 2 Ol46 2543 0347 2544 0348 2545 0)49 2546 035 0 2547 o351 2548 03'12 2549 0 35 3 2oso 0354 2551 0355 2'\52 0356 2553 0357 2554 0358 2555 0359 2556 0360 2557 0361 2558 03'2 2559 0363 2'16 0 0364 2561 OH5 2'\62 0366 2563 03o7 2564 0368 2565 0369 2566 0370 2567 0371 2568 0372 2569 0373 2570 0 37' 2571 0375 2'\ 72 0376 2573 0 377 2574 0378 2575 0379 2576 038 0 25 77 03RI 2578 0382 2579 0383 2580 0384 2581 03R5 258 2 0386 258 3 0397 25B4 0388 2585 0389 2586 039 0 2587
"Tl 0391 2588 0392 2589 0393 2590 0394 2591 0395 2592 0396 2593 0307 2594 0398 2601 0399 2701 0400 2R01
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c 0411 29!1 0412 2912 0413 2913 0414 2914 0415 2915 0416 2916 0417 2917 0418 29!8 04!9 29!9 042 0 2920
::u 0421 2921 0422 3001 04 2 3 3002 04:14 3C03 C4?5 3004 0426 3005 04?7 3006 0428 3007 0429 3008 0430 3009
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-.:li
. \
•
PossiBLE SEGMENTAL
MoDEL APPLICATIONS
POSSIBLE SEGMENTAL MODEL APPLICATIONS
The Michigan Department of State Highways plans to
use the ''refined segmental model'' to efficiently supply
traffic forecasting information required by several divi-
sions and sections within the department. The applications
of this program should not be limited to just this depart
ment as the following discussion suggests.
Applications exist at the national level such as the
national highway network model. The Federal Highway Admin-
istration would be able to generate various levels of
network detail such as state, county, etc. yet maintain
only one master network file. Detailed county network
analysis could be completed in one region while leaving
the rest of the network at the state level as suggested in
figure 12. The effect of major changes in the study areas
on thru traffic could easily be studied as a complete network
in the non-detailed region is available with this technique.
One master national highway network file could be main
tained by the Federal Highway Administration or others.
This same network could be used by all states' statewide
modeling units and segmental model could supply the outstate
network for each individual state. For example, Michigan
could run the model and obtain county level network details
for Michigan's contiguous states one day, and California
could use the segmental model plus the national network to
generate their outstate network the next day. This would
eliminate the task of all states defining and developing
28
REGIONAL ANALYSIS AT NATIONAL LEVEL
lnOIJT,
wvo.
ca.:.o.
LEVEL ON£ EACH STATE A ZONE REPRESENTED BY BLANK AREAS .
(NON-DETAILED STUDY AREAS )
LEVEL TWO COUNTIES IN EACH STATE REPRESENTED BY SLASH MARKS
(DETAILED STUDY AREA)
FIGURE 12
-···~
highway networks outside their state independently.
States may use this model to save the large computer
run times required by many of the "second generation"
statewide models. Detailed network analysis could be
completed on parts of a total system efficiency by gen-
erating the level of network detail required for just the
study area. Figure 13 is an example where the route location
engineering may wish to study alternate corridors in the
region indicated as level four in this figure. This will
save computer time by allowing the engineer to obtain
answers with a much smaller zone and link system yet still
study the effect on thru traffic in the state. Because of
the advent of many of the statewide transportation system
analysis approaches the states or consultants are finding
it necessary to code two to four levels of network detail.
The refined segmental model will save time by requiri~g
the coding of only ~ network. The model will generate
all of the network as the user so specifies, by area, by
link type and jurisdiction.
With the advent of many systems analysis techniques
at the stateside level there is a definite demand for main-
'·.· [
taining two or three levels of zone and network detail. This
is necessary because the study of goods movement, rail traffic
and mass transit each require a specific level of zone and
network detail.
A specific example of this systems analysis approach
is the process previously defined in a report by Stanford
30
------------------~------------------~--
LEVEL I LEVEL 2
BLANI< . . . . ' ' ...... . . . . ..
LEVEL 3 ~ggg~
LEVEL 4/////
NOTE: These are the four levels of network detail discussed text.just to figure
in the previous 3.
.. ·.
FIGURE l3 · '
I -.
Research Institute entitled Systems Analysis Method for
Comprehensive Transportation Planning in the State of
Michigan. Figure 14 is a copy of one of the zone systems
they wished to study. The related highway network is
displayed in figure 15. It should be noted that any state
which adapted a ''segmental model'' concept early in the
state planning process might be able to use this concept,
plus a total state network, to automatically generate any
necessary sub-sets of zone and links system required in the
system analysis process. This could have been done to
supply S.R.I. with the zone and link data they needed if the
''segmental model'' process had been in existence at an early
date. This technique may have potential application in
any state which is just beginning to develop a statewide model.
Large urban studies after completing their initial
task of analysis on a total system find that much sub~
area analysis is required on a piece-meal basis before
the final construction is completed. Many of these studies
cannot afford to rerun the total system at the detailed
level for the whole study area. The refined segmental model
will allow them to complete analysis of these sub-areas at
a substantial saving in computer costs. It also eliminates
the task of manually coding the sub~area networks. Figure 16
is a map of the TALUS study area. The user in each city or
county in a regional study such as this could complete detailed
area analysis at a much smaller cost by using ''segmental model''.
32
INTERCITY HIGHWAY NETWORK EXAMPLE
FIGURE 14
Traffic Analysis Zones
I •20 r-·-
·-·_j. I 18 I_ • I
19 i !""' ·-·-·-· -·i • •
1 11 i... • .,. . r''":-.., 16 . I . 15 . I
• 12 ,~: I _j_ . ..J......, I L-. ...,-- .. -----' J14 II 13 . 10 I • I· · I r·--,
·-·- __J ·-·--1 I 9• ·~ 11 i . . 8· . - ·,-l. -· -+· -·,-· . lo e .I • o e
. 6 i 5 j 4 ~ 3 _ _i_2
I i I i I
,'./
24 ··170 , 33
{" .. 23
----r-;:;:68:-------6-6 .\. 22
65 ... 21
INTERCITY HIGHWAY NETWORK EXAMPLE
INTERSTATE AND ARTERIAL PLUS
EXPANDED ARTERIAL NETWORKS
Highway Network Coding
FIGUR~ 15
.• 20
) 64 ·-18 \ . . I 1s -..)62 j
I '·-. .1 61 f /1'
17 . ·-......... 16 . . \ 60 ..... ! ., 15 ~59
12· • 56 ! . J "13 \\. 10 I l ,· 14
•
J;~L~~ -----l7~· 58'(1::. ~--5~32
1Z55 l · /:r-·-....... '> 45
I. 6 5 { .\4 8 j\ 51 ·7 ".A--. .• 3 • _J i. 2
7. ,-·--·--r-·~0 (4948t-4~+4s v44 31 . £1'52 } \ \ \ 43~--~ 41[ 40 I ) . I
~· ~ ... _ _t 36 30 42 ~ 39 38 37 ~
29 28 27
-,::]
r.·--.,-----
0 5 .10 111111 I SCALE MILES
ZONE
Figure 16
DETROIT ANAL VSIS
6\~nK LEVEL ONE-PLANNING REGIONS
0 0 LEVEL TWO-DISTRICTS
///// LEVEL THREE-ZONE
NUMBER OF ZONES
1450
DISTRICTS 300
PLANNING REGIONS 60
',---:..!
' '
Here again the user could study alternate corridor analysis
in a detail study area such as the one in figure 16 and still
determine the effect of the analysis on a total region.
The development effort up to the time this report was
published involved approximately three-man months of analyst
and programmers time plus four _or five computer test runs.
Obviously the potential for this type of traffic forecasting
tool has only briefly been explored. The department would
welcome any suggestion as to future applications of this type
of technique. Comments for modification or improvement to the
existing segmental model program would sincerely be appreciated.
36
... ;
SEGMENTAL MoDEL
OPERATIONAL
•
PROCEDURES ON A B-550C
SEGMENTAL MODEL OPERATIONAL PROCEDURES ON A B-5500
This section describes the operational procedures
required to operate the ''preli~inary segmental model'' computer
program on a B-5500.
It is assumed that the user has a master highway link
deck in the format suggested in figure 7. If a network
is available, but not in this format, the user may generate
this format from his highway link deck through the use of a
reproducing punch or other similar equipment.
The user should keep in mind the fact that if a district
or state number was substituted where Michigan has its county
number (column 75-76), this model could be operated on any
existing highway link deck. This would also require the user
to number the zone system accordingly, as explained in a
previous section.
When using this program the system assumes the A-node
is always greater than the B-node except for the non-sequential
centroid link A-nodes. The master link file is presently on
cards. This file is sorted by A-node and B-node and loaded
on magnetic tape. Because of the fact that the ''preliminary
segmental model" automatically calls the network edit program
from the Transportation Planning package, this model uses
the same parameters and constraints as apply to the total
Transportation Planning package. No distance should be
greater than 25.5 miles and the maximum speed is 99.9 miles.
The user should note that with the ''preliminary segmental
model'' program only a maximum of 40 master file highway
37
links can be compressed into a single new link. In the four
test runs completed using Michigan's 2300 zone highway
network model as the master file,. this has not created any : I
--: problems. It appears that in these test cases a maximum
of 15-18 links were compressed and this occurred in only a
relatively few situations.
The "preliminary segmental model" also assumes that
only 83 counties exist. Therefore, only those users whose
state or district totals remain 83 or less could immediately
use this program a.s it presently exists. The out-of-state
zones in Michigan's 2300 zone model have a range of 8400 to
9999 and are treated differently than instate zones. Both
the zone and network remains the same as defined in the
master link file regardless of which instate counties the user
specifies as detailed. The present 2300 outstate zone and
link system is displayed in figure 17 and 18.
A flow chart of the "preliminary segmental model" process
appears in figure 19. Because of the fact that the segmental
model program operates as part of a total package it has been
defined as a series of four programs. This allows the user
to enter the series of programs at more than one pre-selected
point depending on the task to be accomplished.
The first program of the series is Q01436 which was
i designed to prepare link data for use in the network builder
program. Q01436 will prepare link data for TPNET from three
varying types of link data analysis as indicated on the flow
chart. The outline of Q01436 follows the flow chart and
briefly explains the options.
38
l
f
' '
I
' -"
I
I
ONTARIO
MINNESOTA
IOWA
MISSOURI
FIGURE 17
INDIANA
KENTUCKY
39
NEW YORK
§
I
f>ENNSY\.lfAN\11
IE-
2300 ZONE TRAFFIC FORECAST/ NG SYSTEM
OUTSTATE ANAlYSIS ZONES I MICHIGAN DEPARTMENT OF STATE HIGHWAYS
TRANSPORTATION PLANNING DIVISION STATEWIDE STUDIES UNIT
i
.I
J
i- -~ '
J l I
l
r '.·I
I
I
I I I N
I I
IE-ONTARIO I
\ -w
§
I .-····.
MINNESOTA '·-- : . .::,'"'·"'·-;
NEW yoRK
-IOWA
ILLINOIS -MISSOURI
KENTUCKY
/ ~--- - ---1~-------------------,
FIGURE 18
2300 ZONE TRAFFIC FORECAST! NG SYSTEM
OUTSTATE HIGHWAY NETWORK
MICHIGAN 'DEPARTMENT OF STATE HIGHWAYS
TRANSPORTATION PLANNING DIVISION STATEWIDE S'l'UDIES UNIT
I;_. -------~======--=-===========-40
QL01436 LINKS
MODEL
PREPARE LINKS FOR TPNET (Q01402)
Q01436 TPNET SETUP
:ZI
QL01436 LINKS
Q01438 RENUMBER CENTROIDS
QP01438 ZONE EQUIV. TABLE
DECK SETUP
Q01439 GET NET ZIPPER
ZIP
TO TPNET Q01402
41
QW01436 CONTROL INFO
FIGURE 19
(- -1
TPNET SET-UP Q01436
This program will prepare data for TPNET (Q01402) and
then execute TPNET. Three basic run modes exist to prepare
for the TPNET execution.
l, Run Code = ''NOSQ''
A. All input link cards supplied by user are saved.
B. Centroids are renumbered--user specifies max. centroid.
C. User supplies TPNET control cards.
D, TPNET is executed.
2. Run Code = "ZNET"
A. Link information is taken from QT01438 created by a previous run,
B. User supplies TPNET control cards,
C, TPNET is executed.
3. Run Code = ''SQEZ''
A. Only part of the link cards supplied by user are saved.
(1) User specifies link type for county roads.
(2) User specifies link type for centroids.
(3) User specifies those county numbers for which all input link cards are saved.
(4) County-road links which are not in the above list will be eliminated.
(5) Centroid links not in the specified counties will be eliminated unless they are the first centroid link for that county.
B. Centroids are renumbered--user specifies max, centroid.
C, TPNET is executed.
42
The second program of the preliminary model series is
Q01437 which is the actual segmental model. This program
is zipped by the master control program (Q01436) if "SQEZ".
is coded in columns 8-11 in the run control card for that
master program. The detailed operations completed in this
program will be discussed in the next section of this report.
A brief summary of this program follows~
Q01437
Description
Program Q01437 is always zipped by Q01436. Input (tape or card) QL01436 contains link information. Input disk QW01436 contains control information. The input links are for a detailed complete network.
Program will delete some links and combine others to form a network with two levels of detail. Output tape QL01436 contains the new set of links for this two-level network.
At completion of the program, program Q01438 is executed to renumber the centroid links.
The third program is Q01438 which may follow the com-
pletion of Q01437. If the user wishes to apply only the
renumber portion of this series of programs, Q01438 may be
zipped directly by Q01436 if "NOSQ" is coded in the master
program control cards. The primary function of this program
is the renumbering of the non-sequential socio-economic
data bank zone numbers to sequential zone numbers. This
sequential zone numbering is a requirement of the Transportation
Planning analysis packages. A summary of this program follows.
43
'-.:'
Q01438
Description
Program Q01438 is always zipped by another program. Input QL01436 (Tape or Disk) contains link information. Link type for centroids and the maximum centroid is passed to this program by disk QW01436.
This program then sorts incoming centroid links by A-node, B-node, and then renumbers these centroids serially beginning with 0001 until there are no more centroids or the user-specified maximum has been reached.
The output tape contains all input highway links unchanged and the renumbered centroid links. This output tape i.s input to the next program which is zipped (Q01439).
Printer output gives an equivalence table for old and new centroid numbers.
The final program in the preliminary segmental model
series is Q01439 which is a short program and its function
is to prepare two separate input files for use in the
Transportation Planning package network edit program. A
brief program summary follows.
Q01439
Description
Program Q01439 will be zipped by Q01436 or Q01438. Input will be tape (link card images) QT01438 and disk QW01436 (TPNET control cards). Program combines the two input files to form a TPNET (Q01402) deck setup on disk QW01439. TPNET is then zipped, lable equatingilie card reader to disk QW01439.
At this point the network has entered the Transportation
Planning package and any changes or additions to this newly
created multi-level detail network may be handled just as it
44
I -
would with any other highway network file. The user may
also use this network as input to any of the typical
transportation analysis programs such as tree builder or
traffic assignment. The user should note that this is
a totally automated process requiring no manual network
coding.
A copy of a ''preliminary segmental model'' run deck
is displayed in figure 20. This was a 3 county test run where
two counties out of three counties in the 2300 zone master
network file were FUn as non-detailed areas. The 47 coded
in the fifth card from the bottom in figure 20 indicates
which county is to contain detail link data. This run would
supply the user with multi-level network.
card indicates that this was a ''SQEZ'' run.
The fourth control
The first five control cards pertain to the segmental
model run and the remaining control cards are required ~y
the TPNET program which is called by Q01439.
45
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. ,- ····::,-·"Li{, ·t;:\·--t~·['{(;\ c ... _, •.·;- ~--o··- '':col -~~. 0 -_.·_ o;"_".~-.!.,_ "; .~_; __ :~ )>,,",·< .• \<. ·l~.;1J,.,:'•J .... 1.':'.-~i-,-~1, c::,,_,;;~"~\_.~~-~~--~}. ::,~·-'"-··*\,
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;·_l'
Oper. !nits.
lj n liD ~~lllllli~IIC&~II~ B~l~5lll\l\i51\8" "~2 61 &I O"i 61i OJ 60 {9 J~ II 11 ll 11 1116 II II 1> W ''' >o " •~ H ..-. •~ n •• •~ •n •• •~ •'' v ,_ •• ·~ ·- <n <0 <~ ... OA << <• <A ·~ w
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FIGURE 46
20
\)
SEGMENTAL MoDEL
PROGRAM DETAILS
•
PRELIMINARY SEGMENTAL MODEL
Q01437
DETAILED DESCRIPTION
This section deals only with the detailed functions
of Q01437 which is the ''preliminary segmental model''
program and how this program accomplishes these functions.
The other three programs in the "segmental model" process
are relatively insignificant and the explanation in the
previous section should suffice.
The basic function of this program is to eliminate
certain links so that a two-level network may be built.
A list of county numbers defines the area for which there
will be no changes in the master link file. In the case
of the national network state numbers might be substituted.
Urban or regional studies could replace the county number
in a master link file with sector or district codes. This
would allow an urban study to generate a network at both
the zone and district level or any combination of the two
yet maintaining only ~network file. All out state links
are prese.ntly included with all "detail areas". The remain-
ing instate counties define a second level ''gross area'' from
which the program begins eliminating links. Link elimina-
tion or compression falls into two categories:
1. Elimination based on the given link type coded in column 69-70 on the master link file card.
2. Elimination of several links by combining links in the non-detailed area.
The program can be broken into three main sections.
47
SECTION I
Incoming link information is separated into three
courses of action in the preliminary segments model program.
1. Certain master network links are written to the
final tape with no change and those are as follows:
a. Detail Area - all links both centroid and highway.
b. Gross Area - only first centroid link is saved for each county.
2. Certain links are eliminated from the master network
input file as follows:
a. Detail Area - None
b. Gross Area - (i) a specified link type (county roads). Presently all roads coded 02 in the link type column of the master link record.
(ii) centroid links except the first one for each county.
3. Links which may be eligible for combining are
written to disk. The number of times each node
number occurs in the network file is then tallied.
a. Detail Area - None
b. Gross Area - all highway links except those with specified link type (county roads).
SECTION II
The disk containing all candidates for combining is
rewound and read. Utilizing the node-count information we
can determine which links are eligible for combining.
48
J
i
i I
The eligibility for the compression routine is based on the
following necessary and sufficient condition.
At least one node of a link must occur exactly twice in
the network link file.
EXAMPLE:
Given the following links
• l \ j • l f: •
3 4 5 6 7 8 9
lg
Node
1 2 3 4 5 6 7 8 9
10
Those links saved for compression will be:
4 5 6 7 8 9
• • • • • •
The resulting compression would give:
4 7 9
Node-Count
1 1 1 3 2 2 4 2 1 1
Assuming the same control section, link type, and link
jurisdiction.
The final network would then be:
• • 3 4 9
10
49
We then have the data divided into two categories.
1. Links which can be combined are stored on a random
disk using the A-node as the relative address.
For any given link if one of the A-nodes will be
the beginning (or ending) of a chain, it will be
put in the B-node field and the B-node pla~ed in
the A-node field. Because a number will occur
twice as an A-node, there are two disk files.
2. Links which cannot be combined are written on
the final. tape without change.
SECTION III
When all selected links are stored on the two disk files,
disk 1 is read sequential until the beginning of a chain
5 of links in found, Both disks are then utilized to search out
each of the chain, When all links in a chain are stored
they are combined to create one link which now will represent
the entire chain. If the control section, link type, and
link jurisdiction are not the same, more than one final link
will be created. The combined link(s) is (are) written on
the final link tape and control returns to disk 1 to search
for the beginning of a new chain. The new link distance
presently is created by addition of the original master file
link distance, The capacity for the new link in the lowest
of the original capacities. The count and speed are a weighted
average. Link type and jurisdiction and control section are
the same as on the original link cards.
50
' i
When all chains have been processed, the program terminates;
and control is passed to a new program where the centroid links
are sequentially renumbered.
Much of the initial programming work has been purposely
kept relatively simple until the department has had a better
opportunity to test this model on several realistic network
situations. It is hoped that after additional tests with the
''preliminary segmental model'' the ''refined segmental model''
will incorporate and require changes to efficiently and
realistically handle all of the network manipulations for
which it was originally designed.
51
! '
PRELIMINARY
SEGMENTAL
MODEL
PROGRAM
•
PRELIMINARY SEGMENTAL MODEL PROGRAM
A copy of the actual preliminary segmental model
computer program listing was not included in this report
as it would be to voluminous. Those potential users who
wish to obtain a copy of the preliminary segmental model
program may address a letter requesting the program to the
Michigan Department of State Highways, Post Office Drawer K.
52
i-
·- 1'
. . ~-
SEGMENTAL MoDEL
TEST RuN
•
SEGMENTAL MODEL TEST RUN
(Actual Data)
In order to test the "preliminary segmental model"
program with actual network data three counties from the
2300 statewide model highway network were selected as a test
case. Figures 21, 23 and 25 are copies of the original 2300
highway network for Eaton, Ingham, and Livingston Counties
which were used as test counties.
County 47 (Livingston County) was selected as the county
which would contain detailed network information after the
"preliminary segmental model" run. County 23 and 33 (Eaton
and Ingham) were left as non-detailed study areas. Figure 20
was a copy of the actual control cards used to obtain the
information for this test run.
Figures 22, 24 and 26 are copies of the county network
maps after this run of the ''preliminary segmental model''.
Note how much more simplified the network appears in counties
23 and 33, when compared to the original detailed network.
,- .J ! i
53
... IOH!A
'"
, ..
••• .) ..
FIGURE 21
54
11.411'
EATON COUNTY MICHIGAN
STATE HIGHWAY COMMISSION OEPilRTMENT Of STATE HIGH'tiiiAYS
HIGHWAY PLANNING SURVEY
Ui tEAt.IIT~~ 01' TI!AkSPOIIUTO()N •UJUtA~ "<G><III,U A(ltiiNISTIIATtOio
II~AU OT I'Ufii..IC ~&01
,.,,,.. "'~U -·--
I • /<. l
.. '
, ..
T.r ~
...
FIGURE
55
5703 .~·-_[
~--
' , il " , ,: ~c --c;.;,~"Fl . -~~~~1=-----;--.....,, ,t;-" :i ./ •
co JACK SON
EATON COUNTY MICHIGAN
HIGHWAY COMMISSION STATE STATE HIGHWAYS DEPARTMENT OF
22 o~•• oofAw!o '"""' RVEY HIGHWAY PLA~~~~ ~.:u
,____,0
'• TR41<$PORUTI(l!.l U.S l;lf:=~T::: .. ~ AOOIItjiHlUTIOI<
ll:Dt:-.0.0 01 ~1(: !lOADS ' "'""
~··~ ........ --
I ® I
·•·-;,_-
i-- I i _: !
I . . •~ to _,.~·u .:.::.. ".=.... I L'-' --------____..!.-~------·
.......
T.IPI
578Z l.lll.
JACKSON ...
FIGURE 24
...
INGHAM COUNTY MtCHIGAN
STATE HIGHWAY COMMtsSlON DlPAftTMENT Of STAll H~
HIGHWAY PLANNING SURVEY
U.S ()l-TIH:Pil' 0# T!l ...... fOOoii'T.,-!OPI nD«ItAI.. 14Gt<III.V -riTRAIT~
aw&.w , IIVGIUe llltl.lM
, .... _,. --
...
I
.... , co .
SH IAWA SSEE
---~-q-8
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-< c
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I S'l·f],; ...
··- .
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s '·
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~--. ·~---=<· _P_ • ...,._ U
L . A: )' • ~ ~ - i- '--'7" .. __ -, 1\.
-~- i- i --"• .. ·--~---· .4
FIGURE 25
co GENESEE ""
MICHIGAN STATE HIGHWAY COMMISSION
0£PARTMENT Or STATE HIGHWAYS
HIGHWAY PLANNING SURVEY
CQ
U.ft D£PilfllVEJ(f ~ rA,O.~U,toOPO 111:1)(1\A(. "'GHWAV AD ... I<ISfiU.71(101
"
I ~
co
THu~ r~ #t'Jw L.octt€. r;:o .r t:
Lu.n~~$J Cw.urY' W¢'¥:''·' ~~~fA!" Ir WAs A A)l),u-Ost'A!II!IJ c~Uf!J1'V
SH IAWA SSE£ "" _____ 9_ i--.
8
... c
.....
r=~-~ )
r••-.
1 i .
0
H
·--~~. f'l~U~ ~ CD~I<£115
,_,.·•
·' .t.<.-I:_ ::,__
0
,"""'
.,~r==·~~-
' c
y
- ;, -d-=.
s
,.. ... ,.
0
·' ·'
" !
. ~
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,_, ·----~r, .,
co i GENESEE ""
... _.-·
QUG<\,70[
0 oL .,, -" to N
~0~~
I::
' ' ... -.u~e , !
~·- '·,:..---·:-:,· __ ,_.-.:-·..:'_ ... • ... · ...:~::.?!..1!.:';;~~~::-~:;---~:ii--:---~,;.-_·-,:..:_-..:_~-4r.._. ..-tl~.....;=-...:,:..,....._..( ·_.:.: c::,., .. ---- -~·~ _-· ~~~; ~---~j<M'
FIGURE 26
---~.,.._ -~-- _~-~~--~-~~=--~~- -~"! t;:;~ it~_:, R ,.
MICHIGAN STATE HIGHWAY COMMISSION
OEPAATIIIENT Of' STATE HIGHWAYS
o..o.u ~····~[0 --HIGHWAY PLANNING SURVEY
. '"""""" .. "" ,.,._ .... , ....... US. Df:I'OIIITWENT c.- TlUNSPOO'IUTI(ll,l
l'totll.ll.. >10Gt ....... 1 AO,.,,._,TIIAT><W -.-..u tw ~II: IIOAm
E1::::E9 -i- ··-· ~-=-- i,___~ _, .,,.,. "'U' ____ ,_
i I I
@ I
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"
r' ~.o i N j
--T-·~,# I ...
co
HIGHWAY NETWORK LINK DATA
BEFORE SEGMENTAL MODEL
The following nine pages are copies of the highway link
data from the original 2300 zone network before a segmental
model run has been completed, The first three pages are
the centroid links for each of the three test counties with the
A-node being the zone centroid, The first two digits of the
zone represent the county number and the last two digits represent
the zone within each county, There are approximately 160 cen-
troid links in this original network and 116 study zones. The
remaining six pages is a listing of all of the original 2300
zone highway links, There are approximately 380 highway links.
The format for this data is displayed in figure 7.
60
2 230! 5736 O!OOS 200 25 oiH .V,OOO ···. Ill] .02 . ., j Uf ------· ,, '0 5 )u·· .. .ooo 2 2303 5700 02005 36o 25 0113 23000 2 2304 5704 02005 300 25 0113 23000
Cl 2 2304 5707 01155 300 25 0113 23000 2 230> 5704 00505 200 25 0113 23000 2 2306 ; 57!0 00405 200 25 0113 23000
4il 2 2307 5718 00305 200 25 0113 23000 (T) 2 2307 5719 0015$ 200 25 0113 23000 )> 2 2308 5719 00605 200 25 0113 23000 41 o! 2 2309 5929 00805 200 25 0113 23000
2 2310 5713 00505 200 25 0113 23000
·~ 2 2310 5716 00505 200 25 0113 23000 Cl 2 2311 5713 01605 200 25 011J 23000
0 2 2311 5717 00~0$ 200 25 0113 2JOOO 2 2312 5716 OliOS 200 25 0113 2JOOO 41 2 2312 5717 OliOS ·zoo 25 0113 2JOOO c 2 2312 5721 OOo05 200 25 0113 2JOOO <. 2 2313 57?1 011>05 200 25 0113 23000
; 2 2313 5722 01155 200 25 0113 23000 G ""( 2 2314 0745 O!OOS 300 25 0113 2JOOO
n 2 231> 5740 02505 300 25 0113 23000 tl 2 23J'; 5741 osoos 300 25 0113 23000
~ 2 2316 5709 00755 300 25 0113 23000 2 2317 5725 01605 300 25 0113 23000
C'l ~ 2 231B 57?.3 01205 200 25 0113 2JOOO
2 2310 ';907 01005 200 25 0113 2·3ooo C> 2 2319 57?6 UO'JOS 200 25 0113 2JOOO ;) 2 <3<0 574 j 0 II() s 300 25 0113 23000 (ll
2 23<1 57 41 01205 300 25 0113 23000
I: 2 2321 5742 02005 300 25 0113 23000 G 2 2322 5730 0075S 300 25 0113 2JOOO
' 1: 2 2323 57 33 o!fo5 300 25 0113 23000
- "f. 2 2324 5729 0 Jl'; s 300 25 0113 23000
l/1 2 2324 5761 0 17~5 300 25 0113 23000 E 2 2·32>. 5760 00605 200 25 0113 23000 2 2326 5750 01205 200 25 0113 23000
41 2 2327 5751 01505 300 25 0113 23000 2 2327 5752 01505 300 25 0113 2JOOO
--_,: 2 232B 5754 03125 JOO 25 0113 23000 2 2329 5758 00505 200 25 0113 23000 G 2 2330 5755 01605 300 25 0113 23000
2330 5757 01305 300 25 0113 23000 el 2 3301 5855 oo5oS 200 25 0113 33000
2 3301 5858 00155 200 25 0113 33000 2 3301 58~0 00555 200 25 0113 33000
4li 2 3301 5b61 oo•>5 200 25 0113 33000 2 3302 5806 01255 300 25 0113 33000
' ..... 2 3303 5808 03055 300 25 0113 33000 41 2 3303 5876 Ol60S 200 25 0113 33000
2 3304 5808 oo:>os 200 25 0113 33000 2 3305 5825 OliOS 300 25 0113 33000
G 2 3306 5790 020CJS 300 25 0113 33000 2 3306 5918 01605 300 25 0113 33000 2 3306 5921 02005 300 25 0113 3JOOO
fill 2 3307 5827 01105 300 25 0113 33000 2 330B 5809 01005 300 25 0113 33000 2 3309 58?1 00/55 300 25 0113 3.l000
Ill 2 3310 57A7 00155 200 <s 0113 33000 2 3310 5790 00505 300 25 0113 3JOOO 2 3 3 11 5793 ooso:; <oo 25 011J 33000
II 2 3312 57 94 01255 300 25 0113 33000 2 3312 579'5 01/.0S 300 25 0 11J 3JOUO 2 331J 5812 u 1 ~ l)!j 300 <S 011J 33000 € ? 1 ~ 1 4 ~11.1 H .Ol'::lilS :~ n n ,, 1_1__1 __ 1_- ~- -- _l __ ~ _11/J.l) ._ !l
2 Jli< He~ liJU.IIil_ .... J4u ~~ blli .. Jjwuq"····· 4 !U ~ 0 ... 00 ;s .)II J .. ·'~Jooo· .o-·.;._.,..:,.,.o
2 3HO ,98 oroos 300 25 0113 33000 2 3H~ 5813 02005 300 <5 0113 33000 2 3H8 ~8tS 01005 300 B 0113 3JOOO 2 3H9 584? 00455 300 ~5 O!!l 33000 2 3319 · 5n9 02005 200 25 0113 33000 2 3320 sen 00495 300 25 0113 33000 2 33<0 5844 00305 JOO 25 0113 :aJuuo 2 3321 5845 00465 200 25 0113 33000 2 3321 5850 00585 200 25 0113 33000 2 3322 5849 U030S 200 .25 0113 33000 2 3323 58~4 00305 200 25 0113 33000. 2 3J24 5841 U01j05 200 25 011 J 33000 2 3324 5850 00455 200 25 0113 33000 2 3324 5855 oo.os 200 25 0113 33000
4 2 3320 584J 00315 300 25 0113 33000 2 3326 5838 00525 200 <5 011! 33000 2 3326 5839 U060S 200 25 0113 3JOOO
~ 2 3326 5843 009<lS 200 <5 011J 3JUUO 2 3 321 5837 003/5 200 25 0113 3JOOO
~ 2 3327 5838 00605 200 25 0113 33000
• 2 3328 5835 OOY05 200 25 0113 3JOOO 2 3329 58 34 004>5 300 25 0113 33000
G\ 2 3330 58 33 00/85 300 <5 0113 33000 c .4. 2 3331 5874 00455 300 25 0113 ]JOOO
2 3332 5832 00935 300 25 0113 3JOOO :l' 2 3332 5875 01405 300 25 0113 33000
4 3 2 3333 58'\2 00325 200 Z5 0113 33000 2 3334 5853 OOJ~S 200 25 0113 33000 nz 3335 5856 00405 200 25 0113 33000
4 0 2 3336 5857 ooso 5 200 25 0113 33000
"" c. 2 3336 5858 00405 200 25 0113 33000 N c. ~ 3337 5856 00255 200 25 0113 33000
3330 5883 00405 zoo Z5 0113 33000 ~
~ 2 3338. 5884 uo~os zoo <s 01 13 3Jooo
\ ... 2 3339 5860 00305 200 25 0113 3JOOO c ()2 3340 5863 00625 200 25 0113 33000 . . ~ ' . 2 3 340 58R2 00455 200 <5 0113 33000
f!l 2 3341 5864 00305 200 25 0113 33000 ~ c 2 3342 5838 00505 200 25 0113 330.00
jU 334Z 5867 00355 zoo Z5 0 I D 33000 3343 5866 00405 2oo· 25 0113 3JOOO
~ 0 2 3344 5870 00405 300 25 0113 33000 - 2 3345. 5873 00405 300 25 0113 33000 0 2 3346 5874 0079 5 300 Z5 0113 3JOOO
4 2 3346 5877 00505 300 25 0113 33000 (2 3347 5875 OOB05 300 25 0113 )3000 - 2 3347 5895 02405 300 25 0113 33000 4 2 2 3348 . 58R6 oosos 200 25 0113 3JOOO
.. ..,.. 2 3348. 58R8 0050ti 200 25 0113 33000 j/\ 2 3349 5BR3 0040S 200 25 0113 33000
Ill 2 3350 5882 0040S 200 25 0113 3JOOO 2 3351 5891 ooJos zoo 25 0113 3JOOO 2 3352 588! 0040S 200 25 011 j 3.!000
Ill 2 3353 5880 008>5 300 25 0113 33000 2 3353 5900 0127 5 300 25 0113 33000 2 3354 5893 00505 300 25 0113 33000
4l 2 3355 5894 0060$ 300 25 0113 33000
I 2 3356 5889 00715 200 <5 0113 3JOOO 2 33>0 5906 00715 200 i!5 0 Ill 33000
ell
I 2 3 3"' ~tiQQ U050S 200 25 Olll 33000 2 33>0 5892 U040S 200 <5 011J J.:JUUO 2 3358 5902 U040S 200 <S 0113 33000
~ , l_1_"1 y_ ~>_>Jn, I\ ll ~ 'J_>.. f.J_n ll ___ ·~" .. - .
2 H~! ~Yqa WYJ.i& J.dd Ji i till L u~ijd «! 00 I u~ .... 0 .S ~HJ . . .; .. JOO 2 3301 Stoe 00~05 lOO 2S 01 \) asooo 2 3361 ~9!3 00525 300 zs OlU HOUO t 2 3362 5900 oo~os 300 ~5 0113 3 JOOO . 2 3363 5923 00715 300 ~s 0113 HOOO 2 3363 59~9 01·005 300 25 0113 3JOOO t 2 3304 5919 01~05 300 25 01\J 3JOUO 2 336• 59?1 ooe·15 •oo 25 0113 3JOUO 2 3360 59.15 01,305 300 25 0113 3JOU0 41
m~~ 59!9 0!0002 300 25 011J 33000 5%.2 00255 200 25 0113 41000
.: 02 5624 0400S 300 25 011l 41000 c 2 ~702 5956 01155 300 25 OIIJ 41000 ) 2 4703 5956 052rJS 300 25 0113 4/000
c 2 4703 5959 0201!5 300 25 0 Ill HOOO t 2 4704 597! 0151!5 aoo 25 0 Ill 4/000
c: 2 4?05 5971 06005 J.OO 25 0113 •looo .6' 2 470> 5972 021JOS 300 25 0! IJ 41000
Ill /.p 2 470> 5974 01505 300 25 0113 RlOOO
d 2 4706 5975 02UOS JOO 25 0113 .4/000 2 4706 5977 01005 300 25 011l 47000
z:. 2 4707 5970 01005 300 25 0113 .,000 ' .0 2 4708 5958 01/55 300 25 Olll 4/000 2 470~ 5961 02005 300 25 0113 07000 a c:: 2 4709 5955 01105 JOO 25 0113 41000
2: 2 4710 ~950 o 1 oo s JOO 25 0113 nooo -{ 2 4711 5965 OliOS 300 25 0 Ill 47000
41 ·~ 2 471~ 5966 OliOS 300 n 0113 41000
0 2 4713 5980 00255 lao ~s 0113 41000 2 4113 598! 02005 i!OO lS 0113 41000
I 2 4IH 5976 05255 300 25 0113 41000
" <:.. 2 4 714 5986 01755 200 25 0113 41000 ., -1 2 4715 5987 OIO>S lOO iiS 0113 4/000 .fo. 2 4715 5989 020!JS 300 25 0113 41000 ' S? 2 4716 6047 02005 aoo 25 011J 4/000
• .. ~ 2 ~716 6048 01705 JOO 25 011J 41000 Ill 2 4 717 5983 03 005 300 ~5 0113 47000
r- 2 4 71! 5984 01005 lOO 25 011 J 47000 2 4 717 6686 02005 300 25 0113 41000 - 2 4718 5982 01<!05 aoo 25 0113 41000 (!I
?. 2 4718 5984 02105 300 25 Ol!J 4/000 '?- 2 4718 ~985 02605 300 25 Olll HOOO
@I If) 2 4719 5967 00805 300 25 0113 47000
I 2 4720 5966 01105 300 25 0 Ill 47000 2 4 721 5952 01005 300 25 0113 47000
G 2 5069 597\ 0581JS 350 ~s 0201 41000 .. 2 50?7 59?4 0!505 350 ~5 0207 2:!000 2 5!06 5956 09505 350 u 010201 16000
' 2 5101 5959 U33t~S 390 25 010201 76000 2 5P3 5815 041US 350 25 010201 19000 2 5t81i 5838 03005 390 ~s 010201 !9000
till 2 5!B9 5930 02305 390 ~s 0201 33000 2 5!90 5B30 00305 4500713 2!! 01' I 0 3 !90~1 2 5190 583] 02005 350 <S 0201 33000 c 2 5207 5698 Oloos 350 <S 010201 34000 2 520B 5700 Uli~05 350 <s 010207 34000 2 5660 5'!4~ oJSns ]50 <S 010207 2JOOO
Ill 2 5661 H44 032>5 d90 u 010207 21000 2 5666 5/48 06~()5 350 <5 .010201 OBOOO 2 5696 '36(/! lll OilS ~50037301300 25 01' 'OJ 230~2
G ?. 5697 5608 o2ns 450037701300 <5 01 '0 j 23041 2 5691 5699 o3r~)s 450036BOOl50 <5 02' : 0 j 2JUo2 2 5t>9d ~()Q9 U?')IIS 350 25 01020/ '2JOUO
'~ 0 l..,n(.JK - -"' '(\ (\ /Ill u /I;: ______ /I(\ n !l 01 J.l;,l tonOI.o./1 'H
2 5b~Y sruo U 9.1.0_S_ " -~50 u j ~~,005 0 0 2$ .hl ' 03" ~·1)52 fl c - ... JQ ·-' ..... 02""--· . . ".-• ..:oo 3 i....--.~ .... -·15 o -· .. " 03 c, -~--.. ·Jll 1 2 5101 5102 03315 450U3B!01550 25 04 03 23041 2 5701 5739 09005 350 25 010207 23000
qj 2 5702 5704 01445 3500J4601700 25 01 07 23043 2 5702 5706 020'' 5 35004100!350 25 05 03 23041 2 5703 ·' 5704 01255 300015001500 25 01 05 23072 41 2 5704 5705 oo4o5 300013301oOU 25 02 0) 23072 2 S7oo 5706 005?5 35003480!~00 25 03 05 23072 2 5705 5710 01505 250 25 010212 23000 G 2 5706 5707 01005 450010501400 25 03 05 23 071 2 S706 5714 03615 5QOOb97038SO 25 01 OJ 23042 2 5707 57 08 01005 450010~00750 <5 02 OS 23071 G 2 S707 5718 02505 250 25 010208 23000 2 S708 S709 06065 400010;00725 25 Ol 05 2 J071 2 5708 S719 U2UOS 2SQ 25 010208 23000 q 2 S709 S725 02575 4S0071304950 25 04 03 23012 2 5709 5730 0446S 450071305200 25 03 03 23012 2 5709 5739 05005 350 25 010207 23000 Gl 2 5710 5712 02505 250 25 010212 23000 2 5711 5714 02125 6QQ089003900 <5 02 02 2J1~2
2 5712 5713 01005 250 25 010212 23000 G 2 S712 57!5 OIOOS 350 25 0211 23000
2 571J 5848 02~0S 250 25 010208 2JOOO 2 5714 S715 0061l5 ~00069703700 25 02 03 23042 a 2 5714 5724 04635 600090103400 ~5 01 01 2.315 2 2 5715 5716 00905 ~50069703400 ~5 03 03 2J042 2 5715 57?0 01005 350 25 0211 23000
Q 2 S716 5717 00905 OS006970S800 25 04 03 2J042 2 5717 5851 00905 550069f05700 25 OS 03 23042 2 5718 5720 02505 250 25 010208 23000
G 2 5719 5722 04755 250 25 010208 23000 2 5720 5721 02005 250 25 010208 23000
"' 2 5721 5856 OIOOS 2SO 25 010208 23000 ... t 2 5722 5723 02475 450071304700 2S 07 03 23012 2 S722 58~5 oo3e5 4S0071305700 25 08 OJ 2JOI2
'··-' 2 5723 S724 00795 450071305950 25 06 0] 2JOI2 411 2 572> 5726 02705 350 25 010207 2JOOO
· .. ,. 2 S724 S725 03285 450087104700 25 05 03 23012 2 5724 S908 02855 600090101200 25 01 01 23151 e 2 S72~ 57?6 02.105 35 0 25 010207 23000 2 S726 S727 01205 3So 25 010207 2JOOO 2 5727 5728 04005 450033001900 25 04 OS 23092
Ill 2 5727 59?4 01005 350 25 010207 23000 2 5727 5925 01305 4S003J0021SO <S 05 05 23092 2 5728 5729 05005 350 25 010207 23000 e 2 5728 SH1 037S5 450009301850 25 03 05 23092 2 5728 S788 01005 350 25 010207 23000 2 5729 5732 06005 350 25 010207 2JOOO t 2 5730 . 57' 1 006tl5 400071306000 2S 02 03 23012 2 5730. 5737 01505 350 25 010207 23000 2 S731 5732 02815 300038703700 25 03 04 2J061 t 2 5731 S736 01395 300072602400 2S 01 OJ 23012 2 5732 5733 00905 350038703700 25 02 03 23061 2 5733 5714 01005 3S005440S750 <s 01 03 2J051 t 2 5733 S753 007.15 4S0038f03700 25 01 OJ 2J061 2 S7J3 S7~o ORB IS 4S0033.l057SO 25 02 03 2J051 2 5734 5736 OOllS 30013010!700 25 04 03 VOJ I • 2 5734 S753 02455 4S0130IU30SO 25 03 03 23031 2 S735 S716 oo4es 3001lOIUI5SO 25 07 05 2 3 011 2 S73o 57 4 1 U3f'JS 350U371UI000 25 OJ 0~ 2J021 e 2 5735 5742 03615 400032/0ioOO 25 06 05 2.1011 2 5736 5 737 0!465 3000.,/:lfUO~OO 25 06 03 23052 2 57 37 5718 0\655 400U405U!450 25 OS 03 23052 pr, - .~2
2 :> r 3 ~ 5'" u U2l~$ q~I)U40JOUI:iU ~s al Ul zJu'z ~ ... 39 •. 0 o: . :Jo . . s ~207 .. :Cooo ' .
----'. 2 S740 S745 08005 3SO 25 010207 23000 2 S741 5743 05005 4S003680 550 . 25 02 05 23021
~ 2 5742 5751 03315 4S00327U1450 25 OS OS 23011 2 S743 S744 03005 3SO 25 010207 23000 2 5703 '5746 03005 450036800450 25 01 OS 23021 4 2 5743 S750 08S05 350 25 010207 23000 2 5744 5745 01005 350 25 010207 23000 2 5747 5748 02275 4500320019SO 25 01 OJ VOl I 4 2 5 71~ 8 S749 00485 4500320019SO 25 02 03 23011 2 5749 5750 00485 300081701900 25 03 03 2 3 011 2 5749 6966 03805 350 25 0207 23000· 4 2 57 SO 57SI OS215 450037701250 25 04 OS 23011 2 S752 S7S3 06245 3000.l3703000 25 02 03 2 JOJI 2 57S2 5754 04005 350 25 010207 23000 4 2 5752 6961 02395 450033103000 25 01 03 230.ll 2 5753 5754 04005 350 25 010207 23000 2 5754 5755 06155 350 25 0!0207 23000 4 2 S7S4 6963 0'>505 35 0 25 010207 23000 2 S7SS S756 02105 350 25 010207 23000 2 S756 5757 02255 450032601400 25 02 03 23091
4 2 5756 5783 02o05 350 25 010207 23000 2 5756 6822 01985 450032601400 25 01 03 2.l091 2 5751 5758 01835 450032601450 25 03 03 2J091
11 2 5758 5759 002>5 .l5003260I600 25 04 03 23091 .·:· . 2 5758 5782 04995 350009300250 25 01 05 23111
2 S7S9 S760 002'>5 350032601600 <5 OS 03 23091 C! 2 S759 5786 05005 3SO 25 010207 2.lOOO
2 S760 5761 01275 4S000930IBOO 25 02 OS 23092 2 S782 5783 01005 350 25 0207 33000 c 2 S783 5784 02005 350 25 010207 33000 2 ~784 51 AS 00505 350 25 010207 33000 a- 2 5784 6818 04o05 350 25 0207 33000 ..,., c 2 578S 5786 04005 350 25 010207 3.l000 2 S785" 5798 06005 350 25 010207 33000
... : 2 S786 S787 01005 3SO 25 010207 33000 41 2 5787 5189 04005 3SO 25 010207 33000
2 S78f 5796 06005 3'>0 25 010207 33000 2 5788 5789 020\JS 350 25 010207 33000
fi 2 S78Y S79Q 02005 350 25 010207 33000 2 5789 S921 04005 JSO 25 010207 33000
~ 5790 5793 04005 350 . 25 010207 33000
C! 5791 5793 01495 350010901200 25 01 03 33021 2 5791 S79S 02785 4S0079B05600 25 01 03 3.lO.l2 2 S791 59!7 03855 5S0068505650 25 02 OJ 33032
II ."! .. 2 5792 5793 01005 3SO <5 010207 33000 2 5792 SB02 03S05 350 25 010207 33000 ........ ~ S79< S927 03005 3SO 25 010207 33000
Cl 5793 . 5 794 01465 350010900600 <5 02 03 33021 2 579.l 5795 01905 350 25 010207 3.l000
s-2 5794 5801 03345 450010900500 25 03 03 33021 41 2 579> S796 02005 5S006'>502H7S 25 04 03 33031
2 5796 5797 03105 55006~503650 25 03 03 33031 2 5796 5800 0450S 350 25 010207 33000. q 2 579( 5798 02105 5500655028SO ~5 02 03 3JO.ll 2 S798 5799 04255 350 25 010207 33000 2 5798 68?3 02495 5SQ0655032SO 25 01 03 33031
II 2 S799 5800 osoos 350 25 010207 33000 2 5799 5813 02005 3SO 25 010207 33000 2 5799 6814 0~805 350 25 0207 38000
4i 2 5800 '>HOI 02005 350 25 010201 33000 2 '>I) I) 1 J!ln?. u ;uo s .l50 25 010207 J .l ouo
&--2 'JI!Ul ~ fl12 0~1-1'1 s 4~00109005,0 <s 04 OJ JJIJ.'! !!': " .'? /Hl ~ . "Jill~ l n;;r,o.r,._ .! ~l n , ' 1'1 I O.?C\ I 1;_(_/_l!\f'\ .•:r:,;,£:
2 5BU< 58!! U JO\IS Jsd 2s oiozor 3Jouu . ·, ~ .
03 I oc····· . 0 ·s 207 /_.:_._jJOO 2
.. 5803 5927 olSd5 '35.0 2s oio2o1 33000
2 5804 5805 02005 350 25 010207 33000 41 2 5804 5810 04005 350 25 010207 33000 2 5805 5809 04035 600090105950 25 04 01 33084 2 5805 ; 5876 02505 350 25 010207 33000
Ci 2 5805 5928 03515 600090105750 25 03 01 33084 2 5806 5807 03005 350 <5 010207 33000 2 5806 5831 OlOOS 350 25 010207 33000
G 2 5807 5808 04005 350 25 010207 33000 2 5807 58~5 U3o05 3oo 25 010207 33000 2 5808 5809 01505 350 25 010207 33000 c 2 5808 5823 03355 300054,02750 ' 25 07 OS 330b2 2 5808 5876 04115 450053302650 25 06 05 33082 2 580Y 5810 01505 350 25 010207 33000 G 2 5809 5820 04345 600090105950 25 05 01 33084 2 5810 58 11 04005 350 25 010207 33000 2 5811 58!2 03005 350 25 010207 33000 41 2 5812 58!3 08505 350 25 010207 33000
~2 5812 5818 o5D5 450010900300 25 05 03 33021 2 5613 58!6 0600$ 350 25 010207 33000
G 2 5813 6832 O.l4HS 350 25 0208 38000 2 5&!4 5815 00765 400036900750 25 02 OS 33091 2 5814 6827 01625 450034800650 2S 01 05 3307! fli 2 58!4 6828 0 I OJS 450041400650 ~5 01 05 33091
.... - 2 5815 58!6 006o5 450010900650 ~5 03 05 3.3 091 2 5810 5947 020~5 400009800200 ~s 01 OJ 33072
Ill 2 5816 581 7 Ut~2CJS 450UJJ700650 <s 04 05 33on b'2 5817 58!8 02 T 11 S 450034000<!50 <s 06 03 33021
2 5817 5948 0285S 450026900200 25 07 03 33021 4l 2 58!8 58!9 03255 350 25 010207 33000
"' 2 5819 5820 04005 350 25 010207 33000
"' 2 5819 5953 06005 350 ~5 010207 33000 ~ 2 5820 5822 006.85 400038100650 25 01 05 33051
2 5820 5949 02685 600090105950 25 01 01 33085
'•.· 2 5821 5822 01505 350 25 010207 33000 II 2 5821 58?4 06UOS 350 25 010207 33000
.. •' 2 5821 5955 05005 350 25 010207 33000 2 5822 5823 01125 450056801850 25 08 05 33082
(II 2 5823 5825 04665 450038100650 2S 02 05 33051 2 5824 5825 02505 350 25 010207 33000 2 5825 58?6 02255 450038100650 25 03 05 33051
f!l 2 5821 5847 0!305 350089104950 25 01 03 33081 '· 2 5827. 5929 00505 250 25 0208 33000
2 5828 5846 00675 300008902300 25 01 04 33131 Cl 2 5829. 5843 00365 40009351!350 25 04 04 33034 2 5830 5930 02005 400072011250 25 04 04 33043 2 5831 5832 01005 250 25 010208 33000 Cl 2 583! 5876 02505 350 25 010207 33000 2 5 832. 5813 0!205 250 25 010208 33000 2 5833 5834 02755 250 2S 010208 33000
G 2 5833 5874 02005 250 2S 010208 33000 2 5834 5835 o I 07 5 350072011250 25 02 04 33043 2 5834 5873 01705 250 25 010208 33000 C! 2 58 34 5930 0!005 45007~011250 25 05 04 33043 2 5835 5836 0! 1 '>5 350079212300 2S 01 04 33043 2 5835 5872 007'>5 250 25 010208 33000 G 2 5836 5837 U030S 400130623400 25 04 04 33042 2 5836 5872 0!065 400093.51J8750 25 .0 I 05 33082 2 58 3/ 58]8 00805 400130623400 25 03 04 33042 t 2 5837 5868 006JS 400l069Uli2SO 25 03 04 33171 2 5838 5819 0060S 400I306~3SOO 25 02 04 3JU42 2 58 .l9 SH40 0\J 3'o 5 400118123500 25 01 04 33042 fJ , k •• ~ (J ~H . .e._;, / \! l !, L \_f.:. '.< .h l'1 ·~' "'-'-'-'-""-"- ·::
~dnol U~-QJAIIUd ~-~ I
tid i•rd4 2 ~U:Ill Q q J.t ll t uuo.n~ t\1 • 2' Ju~O ;;.- ... J·;,· OO!..v~ "-~--.JilO-.-•• JOO ........ -- __ _j 04 ~:.c:.61
2 5840 5861 00615 400112811500 25 03 03 33033 2 5841 5842 00415 400093510500 25 02 04 33034 • 2 5842 5843 00335 400U9.l511000 25 03 04 3JO.l4 2 5842 5844 0031S 400089105650 2S 05 03 33081 2 5844 5845 00365 350089108250 25 04 OJ 33081 • 2 5845 5846 0070S 350089108500 25 03 03 33081 2 5846 5847 DOllS 350071208500 25 02 03 33081 2 5846 5850 0 lOllS 250 25 010208 33000 • 2 5848 5849 007?S 350 25 0207 33000 2 5848 5851 00505 250 2S 010208 33000 2 5848 5929 01005 250 25 0208 33000 • 2 5849 5850 OliOS 250 2S 010208 33000 2 5850 5854 00505 250 25 010208 33000 2 5851 5852 00795 500098010200 25 01 04 33061
G 2 5851 5856 O!OOS 250 25 010208 3JOOO 2 5852 5853 0050S 500098011000 2S 02 04 33061 2 5853 5BS4 0049S J50130616000 25 03 04 33061
fJ 2 5854 5855 0069 5 350106916000 25 04 04 33061 2 5854 5858 00505 250 25 010206 3JOOO 2 5856 5857 OliOS 250 25 010208 33000 • 2 5856 5885 00755 250 25 010208 33000 2 5857 5859 00695 400083106000 25 02 04 3J041 2 5851 5885 01385 550071304500 25 01 04 3J041
411 2 5858 5859 00505 250 2S 010208 33000 2 5859 5860 0068S 400083106000 2S 03 04 33041 2 58>9 5884 oosss 350089113000 2S 07 06 33011
G 2 5860 5863 004.lS 400103906000 25 04 04 3J041 2 5861 581>2 00235 400109810500 2S 02 03 33033 2 5861 58~4 002~5 350115311350 25 01 04 33062
G 2 5862 5863 0023S 400142511000 2S 01 03 33033
"' ~2 5862 5865 0025S 250 2S 010208 33000
"' 2 5863 5866 00255 250 2S 010208 3JOOO 2 5863 5882 0090S 400077215000 2S 11 08 3J032 e 2 5864 5865 00255 250 2S 010208 33000 2 5864 5867 0060S 350115312500 2S 02 04 33062 e ·' ;,_, 2 5865 5866 00255 250 25 010208 33000 2 5865 5869 Ol50S 250 25 010208 33000 .. - ,. 2 5866 5881 01UOS 250 25 010208 33000 2 5867 58~8 00805 400115313000 25 03 04 33062 e 2 5868 5869 003:/S 550141104250 25 02 04 33171 2 5868 5871 00855 400099013250 2S 04 04 33062 e 2 5869 5926 0053S 400141106500 2S 01 04 3 3171 2 5870 5871 00505 250 25 010208 33000 2 5870 5879 00755 250 2S 010208 3JOOO t 2 5871 5872 0055S 400092411600 25 05 04 33062 2 5872 5873 0120S 400092407750 <S 02 05 33082
. ··'· 2 5873 5874 0223S 400092813750 2S 03 05 33082 Ell 2 5873 5878 01305 250 25 010208 33000
2 5874 5875 01425 400053310000 2S 04 05 33082 2 5874 5877 00155 250 25 010208 33000
41 2 5875 5876 014H5 450053304100 2S 05 OS 33082 2 5877 5878 01705 250 25 010208 3JOOO 2 58ll 5895 o2oos 250 2S 010208 33000 t 2 5878 5879 017~15 250 2S 010208 33000 2 5878 5894 010US 250 25 010208 3JOOO 2 5819 5880 01505 250 2S 010208 33000 t 2 5879 5893 O!SOS 250 25 010208 3JOOO 2 5880 5881 01005 250 25 010208 33000 2 5880 5900 0?005 250 2S 01020tl 33000
fa 2 ~8Hl 5882 U7SOS 250 <S 0212 33000 2 58t.ll ~4 rn 020llS ~~0 25 010~08 33000 2 ? /)t;( ? t!Fl 3 (.) }4 II S <so 25 0102013 3JOUO t!1l • r~" ,, ~ >C:h(1' <u'l '· '-~· _., ... .,..,,u•;,~o~., ..... a ..
' :.:JI
2 :iUUJ otl~4 UU4JS J_o0Ud_'ll)2UUU_ 2s cil. U6 lJUl! .. G ---~:3 - ' _l Ol..- __ :_ :, _ _. ____ Jo . ~s .-.~208 - ,,iOOO ._:____:~--- -
2 5883 5890 01025 3~0133609500 2S 05 06 33011 2 5885 5886 00505 250 2S 0!0208 33000 G 2 5886 5887 00755 250 25 010208 33000 2 5887 5888 00505 250 25 010208 33000 2 5887 ; 5906 01005 250 25 010208 33000
41 2 5888 5889 00505 250 25 010208 33000 2 5889 5890 00755 250 25 010208 33000 2 5890 5892 OliOS 250 25 010208 33000 i!l 2 5890 5905 01025 350133609500 25 04 06 33011 2 5891 5892 00505 350093514500 25 09 08 33032 2 5892 5902 00!005 350093514250 25 08 08 33032- 4 2 '>893 5897 OlUOS 250 25 010208 33000 2 5894 5896 01005 250 25 010208 33000 2 589!0 5896 01505 250 25 010208 330UO
41 2 5895 5928 00255 350 25 0207 33000 2 5896 5897 01005 250 25 010208 33000 2 5897 5899 01505 250 25 010208 33000
i!l 2 5891 5915 01'>05 350 25 010207 33000 2 5898 5899 01005 2'>0 25 010208 33000 2 5898 59!4 011 OS 600 93006500 25 01 02 33045
41 2 5898 5926 0230~ 500141114000 25 02 02 33045 2 5899 5900 00505 250 25 010208 33000 2 5900 5901 00805 250 25 010208 33000
Cl 2 5900 59!9 02505 250 25 010208 3_3000 ,., - 2 5901 5903 00505 250 25 010208 33000
2 5901 5913 O!OOS 250 25 010208 33000 i!l 2 5902 5903 00505 350093512150 25 07 08 33032
2 5903 5904 00705 250 25 010208 33000 2 5903 5912 01005 350093509650 25 06 08 33032
41 2 5904 5905 00305 250 25 010208 33000 0'> 2 5904 5911 01005 250 25 010208 33000 00 2 5900 5906 U1755 250 25 010208 33000
2 5905 5909 01245 350133605050 25 03 06 33011 Ill 2 5906 5907 0100S 250 25 010208 33000
''·-·' 2 5907 5908 00205 250 25 01G<08 33000 Ill 2 5907 5909 OIOOS 250 25 010208 33000
... ·: 2 5908 5910 00705 600090!00800 25 01 02 33083 2 5908 59?5 00805 250 25 010208 33000
~ 2 5909 5910 00435 350133603500 25 02 06 33011 2 5909 5911 01005 250 25 010208 33000 2 5910 5920 02995 550135104800 25 02 02 33083
<I 2 5910 59?5 01025 350111602250 25 01 06 33011 '• 2 5911. 5912 00905 250 25 010208 33000
2 5911 5922 02005 250 25 010208 33000 E! 2 5912 5913 00<05 250 25 010208 33000
2 5912 5920 00755 350093507850 <S 05 08 33032
·" 2 5913 5920 007o5 250 25 010208 33000 tl 2 5914 . 5920 02405 ~00090106000 <5 01 01 33084
2 5914 ' 5928 03295 600090105850 <S 02 01 33084 2 5915 59!6 01505 350 25 o 1 nor 33000
411 2 5916 5917 01605 350 25 010207 33000 2 5916 59?7 02505 350 25 010207 33000 2 5917 5918 00405 350 25 010207 33000
Cli 2 5917 5919 00705 450041407750 <s 03 07 33032 2 591~ 5(/19 ()0')05 250 25 010?.0~ 33000 2 ;918 :>(1( 1 u~uus 350 <s 010<01 l30UO
G 2 5919 5920 UllOS 450103809500 25 04 07 33032 2 5921 59n 00<55 350 25 010207 3.3000 2 59?2 59?3 00/':.lS 350 25 010207 3JUUO
G 2 59<3 5924 OlUOS 350 25 010201 33000 2 5924 59?5 OIOOS 250 25 010208 33000 ? 1)9?7 ';} lj? ~~ O?lfl$ J'lO ~$ OJO?nt i j()\)() p; . - -- ... ' ' ~ .. - ;c; •
ZONE CENTROID EQUIVALENT LIST
This is the first listing out of the ''preliminary
segmental model'' series of computer programs. The program
that produces this is the renumber program Q01438, The
user will remember that most transportation planning packages
require that zone centroids be numbered sequentially. The
original zone centroids as displayed in the previous listing
were non-sequential; therefore program Q01438 sequentially
renumbers all centroids after the segmental model program
has generated a new link file, Before segmental model there
were approximately 160 centroid links for 116 zones plus
380 highway links.
The information supplied on the following page as the
result of piogram Q01438 indicates that the original network
has been compressed to 40 centroid links, 23 zones and 137
highway links and at the same time left the network in the
detail study area complete so as to be useful in transportation
analysis.
This equivalence list is useful when using the original
' ' base maps·as reference material.
70
001438
0001 2301 0011 47o9 0021 4719
0002 3301 0012 4710 0022 4720
NO. Or HWY liNKS •
·, . i
~·-
i'•''''
0003 4701 0013 4711 0023 4721
137
\
CENTROID EQUIVALENCE LIST
0004 4702 0014 4112
0005 4703 00!5 4713
0006 4704 oo16 4714
NO, OF CENTROID LINKS m 40
0007 4705 0017 4715
0006 4706 0016 4716
0009 4107 0019 4117
TOTAl LINKS •
0010 4.708 0020 4716
177
PG• 01
.,
! i
i :!
"SEGMENTAL MODEL" NETWORK LISTING
The following pages are a copy of the compressed
network as it appears after segmental model. This is.an
actual copy of the network listing out of the network builder
program TP 1402. Most of this listing is self explanatory.
As a specific example of what the segmental model process
has accomplished a selected section of highway in Ingham
County will be discussed. This segment of highway is identified
by the arrows in figure 23 and 24. Note that this segment of
illghway is composed of six highway links in the original network.
Each of these is identified by a check mark on the original
listing. As a result of segmental model this whole section
of road is represented by a single link in the new network.
This link is underlined in the following sample network
listing. Note the new link is representative of the six old
links in that the distance is a sum of the six old distances,
the speed and counts are weighted averages and the capacity is
the lowest of the original six links.
The user should also note that there is only one centroid
link for each of the non-detailed counties with the zone
centroid (A-node) renumbered. Each of these new centroid links
is underlined in the following listing. All of the original
zones and centroid links for Livingston County remain unchanged
as this was specified as a detailed area for the test run.
72
" 'l:..r lJ • J l \1 .JI '-"''' • I J.'.l ;;,1'-'HI I fe I' 1.1' ) 0-"···-"'--~ IT ,'O~;""! r:i'"' t· : 21 ,~_,-,sr
TPREPO !03 (I NrURMAT I ON) NET ~OR~ BUILT ON 17JUN71
\
-,
1 ( J J [J i 1 :)t.,_,:;f_r·llftl t·IUUt.L ll;;l .. .CJUU LUIJL .. LAfUt~ l'.Ji..aHAr~ Llv!I~GsiU~~ l.UUI~I llS
sPA~AM ZONrS • 23 F"RWY • 0 0 NODES • I 8191 MPHO • o.o 60,0 MPH! • o.o eo.o MPH2 • o,o eo.o MPH3 • o,o eo.o MPH4 • o.o eo.o MPH5 • o.o eo.o MPH6 • 0,0 80.o MPH! • o,o 80,0 MPHA • o.o 80,0 MPH9 • 0,0 60,0 MPHIO • o,o 60,0 MPH!! • o,o 60,1') MPHI2 • 0,0 80. 0 . MPHI3 • o,o eo.n MPHI4 • o.o 80,0 MPH I!'> • 0,0 80,0 DMA< • 2:),5 !MAX • 2,,5 lHRU • 24 CLASS • 0 15 JURIS • 0 15 CAPAC • 0 15 DSCALE • loOO CSCALE • 1 • 0 0 ..... LOCAL • I 2 ..,. TURNO • 0,2 TURN! • 0,5 TURNl • 1,0 NVOL • 2 NO IN • 6 DELETE •
SE:NO
1 I J •J I! l 1 .)f_'u'1l·'drll '\ltUll ll!,l "'i3Ucl ,Li)l>l "'ltiiUI~ l'HoHA'1 L!V~Ni.;~l:..ii~ i..UU~di!:,.;, , I
r r·-·r·· · ' 1 4 ::~-~~.:.. __ ; r
SOPtt'ON' 1 (f'l(fliHfo.JTfiiJ\ tl/1,.1\!1" 'I'IT!' I'~ 1!.111'-1!1
AM a F PM • F OFF • T BUILD • T UPDATE a F REPO~T • T PRINT • T PCR • F XY • F VOLUME • T T
SEND
,,
NETWOR~
A•NOOE e•NOOE JU LC C! Sr OIST T! ME SPEEO VOLUME
1 5736 '13 I 0 0 !,00 3,00 20,! ..;...._ ...................................... ....,;,;,;.;.,....;,;;,;,__;.;;.;. ~ 0 0
CENT LINKS
2
3
4
5
6
T
e
5655 13
5656 13
5660 13
5861 13
5962 !3
5824 13
5956 13
5956 13
5959 13
5971 13
5971 13
5972 13
5974 13
5975 13
5917 13
1
1
I
I
1
1
1
I
I
I
I
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 0
0
0
0
0
0,55 1,65
0,75
o.ss 1,65
0,45 1,35
0,25 0,15
6,00
1,15 2,30
5,20 10,40
2,00 4,00
1,50 l,OO
6,00 12,00
2,00 4,00
1.50 3,00
2,00 4,00
1,00 z.oo
2 o, I
20.1
20,1
20.1
20.1
30 .t
30.1
30,1
30,1.
30.1
30 .t
30.1
30.!
30.1
30.1
..,..., 0 Q 0 't,o
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 £ S C R I P T I 0 N
A•NOOE B•NOOE JU LC C! sr
9
10
II
12
!3
14
15
!6
IT
18
5970
5958
5961
5955
5950
5965
13
!3
13
13
13
5966 13
5980 13
5981 13
5976 13
5986 13
5987 13
5989 13
6047 13
6048 13
I
1
1
I
I
I
1
1
I
I
1
I
I
I
I
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
0
0
0
0
0
OIST TIME SPEED
t.oo 2o00 30,!
1,75 30,!
2,00 4o00 30,1
1.10 2o20 30.!
!,05 2ol0
1.!0 2o20 30,!
1.10 2o20
0,25 o.rs 20,1
2,00 6o00 20,1
5,25 to.so 30,1
1,75 5o25 20.!
1,05 2ol0 30.1
2,00 4o00 30.1
z.oo 4o00 30,1
1,70 30,1.
VOLUME
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 0
0 0 0 0
.; . .:n;
! l J J 1' I l Slc~l·ll!~II\L U!JIJlL ll~l .. J.ji.)U LUIJl "'lAiUN l'\1 1~HA 1~ LlV!IHiSIUI~ \..UUNillS
NET~ORK
O!ST TtME SPEEO
19 5963 '13 ! 0 0 3,00 6,00 30,1
20
21
22
23
5069
5190
5696
5697
5964 13 1 0 0 1,00
2,00
2,00 30.1
4,00 30,! 6686 13 0 0
5962 13
5984 13
5988 13
5907 13
I
1
I
1
0
0
0
0
5966 13 .1 .o
5952 13 I o
5971 7 2 0
5830 3 0 0
5697 3 0 0
5696
5702
5736
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2,10 4,20
2,6o. 5.2o
0,80 1.60
1,10 2,20
1,00 2,00
s.so 9,94
0,30 Oo40
1.oe 1.44
0 lo08 1,44
0 14,09 20,03
0 18.14 25.t4
30,1
30.1
30,!
30.!
30;1
30.1
35ol
45,o
45.o
43,3
VOLU.ME
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
0 0
0 0
7130 0
3730 1300
3730 1300 3 77 0 !205 3680
609
-·~·, --,--------
D E S C R I P T I 0 N
A•NOOE B•NOOE JU LC Ct SF OIST TIME SPEED
5702 5697 3 0 0 0 14o09 20o03 42,3
5704 7 0 0 0 1,44 2o47 35,0
5706 3 0 .0 0 2,04 3o50 35,0
5703
5704
5706.
5709
5711
5714
5704
5702
5703
. 57 06
5702
5704
5709
57!4
5706
5724
57 3!
5714
5706
571!
5
7
5
5
3
5
5
3
5
3
3
2
3
2
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
0
0
0
:_o-0
0
0
0
0
0
0
0
0
0
.0
0
0
0
0
1,25
1,44
1,25
l,oo
2o50
2o47
z.so
2o04 3o50
1.oo t.tu
8,o6 1!,74
3o6! 4.J3
8,06 1!,14
5,85 7.ao
5ol4 6o96
2.!2 2ol2
3o61 4o33
2.12 2o12
30.1
3S,o
30o1
J5,o
32,8
41,2
50.1
41,2
44 ••
60o!
50,1
60.!
VOLUME
3770 1205 3480 1700 4100 1350
1500 !500
3480 !700 !500 1500 1330 1500
41 oo 1350 !330 1500 1050
6!2 6970 3850
1050 8!2
7130 4810 7130 5306
8900 3900
6970 3850 8900 3900
..... "'
A•NOOE e•NOOE JU LC Cl S;
5724 1 0 0 0
5851 3 0 0 0
5724 5709 3 o 'o o
5714 1 0 0 0
5685 3 0 0 0
5906 1 0 0 0
5731 57o9 3 o ·o o
5732 4 0 0 0
5736 3 0 0 0
5732 5731 4 0 0 0
5733 3 0 0 0
5733 57 32 3 0 0 0
5734 3 0 0 0
5753 3 0 0 0
5760 3 0 0 0
5734 5733 3 0 0 0
5736 3 0 0 0
5753 ,;3 0 0 0
N E T W 0 R K
O!ST T! ME SPE£11
4,63 60ol
3,38 3,76 54oO
5.85 7,8o 45.t
4,63 6o.t·
4,85 45,1
2,85 2,85 60ol
5.14
2,81 5,62 30,1
1,39 2,76 30ol
5,62 30o!
Q,9Q !,54 35.!
Oo90 1o54 35.t
t.oo 1,11
0.73 0,97
6,67 11,83 45.o
t,oo 1,'71 35,1
0,17 1,54 30.1
2,45 3,27 4S,o
VOLUME
9010 3400 6970 4712
7!30 4810 9010 3400 7!30 5076 9 010 1200
7130 5306 3870 3700 7260 2400
3670 3. 700 38 7 0 3700
3870 3700 544 0 5750 3670 3700 3330 5750
5440 5750
1307 0 1700
13070
0 E S C R 1 P T I 0 N
A•NOOE B•NOOE JU LC C! sr O!ST TIME SPEED
5735 5736 5 0 0 0 Oo46 Oo96 30ol
~746 5 0 .0 0 1lo75 !6oH 41,8
5750 5 0 0 0 !2ol9 !6o~1 43,6
5736 I !3 1 0 0 loOO 3oOO 20,1
5697 3 0 0 0 1~.!4 25o!4. 43,3
5731 3 0 0 0 1.39 2.78 30.1
5734 3 o o o 0,77 lo54 30,1
5735 5 0 0 0 0,46 Oo96 30,1
5746 5735 5 0 0 0 !loTS 16.H 4!,8
5741 5750 3 0 0 0 3o23 4o53 42,6
5750
5753
5758
5735
5741
5733
5734
6961
5760
5
3
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0 !2o!9 16o~l
0 0.13 0•97
0 2,45 3o27
0 8,63 15ol4
0 Oo50 Oo66
43,6
42,8
45,2
45.o
34,3
p <\ :_,l
VO~VM£
3050
13070 1550 3680
668 3270 1379
0 0
3680 609
7260 2400
13070 1700
13070 1550
3680 666
3200 !942
3270 1379 3200 1942
3870 3700
13070 3050 3370 3000
3260 1600
- :1~
I r J ') <I J
5762
-IWY sr91
-IN I<.
J
'
5795
5614
5815
e•NOOE JU LC C! sr DIST TIME
5762 5 0 0 0
66Z2 3 0 0 0
5733 3 0 0 0 6,67 11.63
5758 3 0 0 0 o.so 0.86
5925 5 0 0 0 !0,32 13,76
57~6 5 0 0 0 4,99. e.ss
5795 3 0 0 0 2,76 3o71
5617 3 0 0 0 tr.61 24,40
5917 3 0 0 0
5791 3 0 0 0 2,76 3o7!
66Z3. 3 0 0 0 9,69 1o,57
5615 5 0. 0 0 o.76 1,!4
6627 5 0 0 . 0 1,62 2.!6
6626 5 . 0 0 0 1.03 1,37
5614 5 . 0 0 0 o.T6 t.t4
5617 5 0 0 0 4.65 6.47
5947 3 0 0 0 2.05 3,06
N E T W 0 R K
SPEEO
35ol
45.!
35ol
45oO
55.1
45oO
55ol
45ol
40ol
40,0
VOLUME
930 250
3260 1415
3330 5750 326 0 1600
930 1901
930 250
7980 5600 I 090 •rl-
6 ro 5650
7960 5600 6550 3214
3690 750
3480 650
414 0 650
3690 750
1090 650 980 200
0 £ S C R I P T I 0 N
A•NOOE B•NOOE JU LC C! SF OIST TIME SPEED
58!7 5791 3 0 0 0 !7o6! 24o40 43o4
5615 5 0 0 0 4o65 6o47 45oO
5948 3 0 0 0 2o85 3o60 45o1
5620 5822 5 0 ·o 0 Oo68 lo02 40.!
5914 1 0 0 0 1~.17 15.17 60.!
5949 I 0 0 0 2o66 2o66. 60ol
5622 5620 5 0 0 0 Oo68 lo02 40ol
5623 5 0 0 0 1.!2 !o49 45o2
5623 5622 5 0 0 0 lo12 !o49 45o2
5826 5 0 0 0 Toll 9,48 45,!
5672 5 0 0 0 !3oT9 20o69 39,7
5624 4 13 1 0 0 4oOO 6o00 30.1
5626 5823 5 0 0 0 7.tl 9,48 45.!
5827 5846 3 0 0 0 2oOI 3,45 3~.o
5628 )646 4 0 0 0 Oo67 loJ4 30,1
5829 5642 4 0 0 0 Oo69 lo04 39o9
VOLUME
1090 472
1090 650
269 0 200
3610 650
9010 5862 9010 5950
3610 650
5680 1850
5680 1850 36!0
650 5330 5825
0 0
3810 650
7120 . 6204
890 2300
9350
00 0
l { J U 'i I l Sl\i"LNI"L "IJlllL ll:;l- £J,tJ0 lUill • tAlUN.I:HiiiAH.LI_jlliG~IU.(i CIJ~!!.UlS
A•NOOE B•NODE JU ~C C! S;
5630 5190 3
58 36 4
5836 5830 4
5637 4
5672 5
5637 56 36 4
584 0 4
5868 4
5840 5837 4
5842 4
5855 4
5861 3
5642 5829 4
5840 4
5846 3
5646 5827 3
5828 .•
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
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
N E T W 0 R K
O!ST TIME SPEED"
0,30 0,40
5,22 e,o7
5,22 6,07
1.06 1.59
0,30 0,45
1,75 2,63
0,63 0,95
loTS 2,63
1.31 lo97
0,50 0,75
Oo61 0,92
0,69 1.04
1.31 1,97
1.37 2,28
2.01 3,45
0.67 1,34
45.1
38,9
40.1
40ol
40.1
40,0
39;e
40.0
39,9
40,1
39,8
39,9
39,9
35.0
30ol
VOLUME
1!183
7130 0
7200 II 461
7200 I! 4 6 I 13060 23400
9 350 8750
13060 23400 13060 23454 10690
4250
1306 0 23454
9 35 0 14279 13060 16000 1!260 11500
9 35 0 II 18 3
9 35 0 14279 8910 7789
7120 6204
890
. _, ,_,_}
0 E S C R I P T I 0 N
A•NODE B•NOOE JU LC CI Sr
5851
5855
5856
5859
5860
~661
5842 3
5114 3
5855 4
2 13
5840 4
5851 4
2 I 3
5860 4
5685 4
5910 6
2 13
5859 4
5863 4
2 13
5640 3
5863 3
5868 4
0 0
0 .o 0 0
I 0
0 0
0 0
I 0
0 0
0 0
0 0
I o
0 0
0 0
I o
0 0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
OIST
1.37
3.38
2o47
Oo55
0,50
2. 47
0,75
Oo68
2o07
4e69
0,55
Oe6S
Oo43
0,45
Oo61
Oo46
Tl ME SPEED
2ol8
3o76
lo65
Oo75.
3e46
lo02
2e48
6e04
!o65
lo02
lol5
Oo92
Oe69
2o66
54,o
42,9
20.1
40,1
42,9
20.1
40.1
50ol
20,1
40,!
39, T
20ol
39,8
40ol
37,5
VOLUME
2300 8910 1789
6970 4712 9800
I J 133
0 0
13060 16000
9800 13133
0 0
8310 6000 7130 5000 8910 8413
0 0
8310 6000
10390 6000
0 0
11280 11500 10980 10750 11530
NETWORK
A•NOOE e•NOOE JU ~C C! SF OIST TIME SPEE17 VO~UME
12561
10390 6000
10980 10750
7720
5868
5872
5885
5908
5910
5860
5861
5920
5837
5861
5872
5926
5823
5636
4
3
6
4
4
4
5
5
4
5724 3
5659 4
5724 1
5910 2
5659 6
5906 2
5920 .2
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 0
0 0
0 0
0 0
0 0
0 0.43 0,65 39,7
0 0,46 0,69 40e1
o 4,7o 7,83 36,1
0 Oo63 Oo95 39,6
0 1,66 2,66 37,5
0 1o40 2,10 40o1
0 0,65 1.12 45,6
0 13.79 20.89 39,7
0 1o06 lo59 40ol
0 1,40 2o10 ADo!
0
0
0
0
0
0
0
2,07
2.65
0,70
o,7o
2,99
4,65 45d
50.!
2,65 60o!
0,70 60.!
a.o4 35o!
o,7o 60o!
55,1
12226
10690 4250
11530 12561
9240 12601 1411 0
5653
5330 5825 9350 8 75 0 9240
12601
7130 5076 7130 5000
9010 1200 9010 4800
8910 6413 9010 4800
13510
0 E S C R I P T I 0 N
A•NOOE 8•NOOE JU LC C! SF O!ST TIME SPEED
5914
5917
5920
5947
5925
5620
5920
5926
5791
5920
5663
5910
5914
59 IT
5760
5910
5668
5914
56!5
5952
6
I
I
2
3
T
8
2
1
1
5
6
4
2
3
5
0 0
0 .o 0 0
o ·o
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 lo02 lo75 35,0
0 !So!T 15ol7 60o1
0 2,40 2o88 50,1
0 3o40 3o83 53,3
0 3,65 4o2Q 55,1
o t,eo 2.40 45,1
o 4,7o r.~3 36,!
0 2.99 3.~6 55,1
o 2.4o 2.~e so,t
o l.eo 2o40 45,1
0 10.32 13o76
0 1.02 !,75
o o.es 1.12
0 3,40 3o83
0 2o05 3.08
0 3.69 5.!9
45,o
35. 0
A5,6
53,3
40,0
45,0
r :i GL
VO~UME
4600 1!160
2250
9010 5882 9 0 I 0 6000 9300
12221
6850 5650 4140 8819
7720 12226 13510
4800 9 o I 0 6000 414 0 6819
930 1901
11160 2250
14110 5653 9300
12221
960 200
1000 4500
.,
, "
! I J lJ i< I i
A•NOOE e•NODE JU LC ct· Sr
S948
5949
5950
5951
5952
59~3
S951 s
S620 I
5954 I
12 13
5951 7
59S3 7
5948 5
59!>0 7
59>2 5
23 13
594 7 s
S9S I S
5966 s
59 SO
S954
S963
7
7
7
0 0
0 0
0 0
0 0
I o
2 0
2 . 0
0 0
2 0
0 0
1
0
0
0
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N E T W 0 R K
OIST TIME SPEEO VOLUME
2690 200
!080 !50
2o65 3o80
lo90 2,S3
2,66 2,68
1,05 2,10
s.oo. e,sr 4,10 7,03
1.90 2,53
s.oo 8,S7
3,01 4,01
1,00 2,00
3,89 S,l9
3,01 4,01
8,31 12,47
4.to 7,o3
3,30 5,66
6,90 11,63
45ol
45 .• 1
6 Dol
30 .I
35.!
3S,o
4S.t
35.!
45.!
30,1
4S,o
45.1
40,0
35,0
35,0
35.0
9010 5950
16020 5950
0 0 0 0 0 0
1060 150
0 0
1 oeo !50
0 0
1000 4500 !060
!50 1080
300
0 0 0 0 0 0
0 E S C R I P T I 0 N
A•NOOE B•NOOE JU LC CI sr OIST TIME SPEED
5954
5955
5956
5957
5955
S949 I
S9S3 1
S955 7
S957 I
II 13
S9S4 7
S956 7
S958 1
4 13
5 13
5955 1
5954
5956
5964
1
3
I
10 13
5955 T
S957 3
S961 4
0 0
2 0
2 -0
0 0
I 0
2 0
2 0
2 0
I 0
I 0
2 0
0
0
0
I
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3•66 3o66
3o30 So66
Oo90 lo)4
5.10 SolO
lo!O 2oZO
!>.30 9.09
5,ro 9,17
1.1S 2o30
s,2o to.•o
SolO 9o09
60o!
35oO
35.!
60,!
30,1
35,1
3S,o
35.1
30.1
30.1
3S.o
0
0
0
SolO SolO 60,1
t,oo
3o40
o. 1,75
o 5. ro
o 1.oo 0 2,62
loH 45,2
),40. 60,1
3o50
9,77
I• H
4.49
30.1
3S.I
4S,2
JS,I
VOLUME
16020 S950
0 0 0 0
16020 5950
0 0 0 0 0 0 0 0
0 0 0 0 0 0
15020 5950 4000
950 18020
5200
0 0 0 0
4000 950
4000 1000
00
"'
• r J . " 1 l ~,lt,'·!:..'JIJ.\L 1·1Uill:.L l!:..SI "'.23U-J LUIH: ... lAlUH _!_~H.;IlAH .. LJv11(~_?_.J_.~IJ LlL\,ililllS...., .. .,---.--
A•NDDE s•NODE JU ~C C! Sr OIST TIME SPEEO
5959
5960
5961
5962
5963
5962 4
5 13
5960 7
5959 7
5961 7
5971 7
I 0 13
5958 4
596 0 7
5962 7
597 0 3
3 13
5958 4
5961 7
596 3 7
5969 I
5953 7
5962 .. 7
0 0
0
2 0
2 0
2 0
2 0
0
0 0
2 0
2 .0
0 0
0
0 0
2 0
2 0
0 0
2 0
2 0
0 2,63 50,0
0 2,00 4,00 30,1
0 4,8o 8,23 35,0
0 4,80 8,23 35oO
0 5,oo 8,57 . 35,!
0. s.oo 8,57 35,1
o 2,oo 4,oo 30,1
0 2,62 4,49 35ol
0 5o00 8,57 35.1
0 1.20 2,06 35,0
0 4,60 6,!3 45ol
0 0.25 0,75 20.1
0 2,63 3,16 50o0
0 1.20 2,06 35,0
0 o.so 0,66 34,9
0 4,56 4,56 60ol
0 6,90 11,83 35oO
0 0,50 0,86 34,9
VOLUME
9600 3900
0 0 0 0
0 0 0 0 0 0
0 0
4000 1000
0 0 0 0
4000 1415
0 0
9800 3900
0 0 0 0
7370 2900
0 0 0
·-'·'·'''-':...
D E S C R X P T I 0 N
A•NOOE B•NOOE JU LC CI sr
5964
5965
5966.
5967
5964 T
5957 I
5963 T
5965 7
5969 .1
13 13
5964 7
5966 7
5968 T
22 13
5952 5
5965 1
5967 5
21 13
5966 5
5968 7
598 3 5
2 0
0 .o
2 0
2 0
0 0
I 0
2 0
2 0
2 0
0
0 0
2 0
0 0
I o
0 0
2 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DIST TIME SPEED
Oo60 lo03
3o40 3o40
0,60 1,03
3.5o 6.oo
4,33 4oJJ
1.!0 2o20
3,50 6,00
5.7o 9,77
3o50 6o00
1.10 2.20
5,7o 9,77
5o90 7oH
o,8o lo60
5,9o 1.HT
5,oo e.57
4o60 6ol3
35,o
60.1
J5,o
35,!
60,1
30.1
35,1
35,!
35, I
30,!
40,0
45.0
45,0
35.!
45ol
- 1-J ... I\ -'·i E.
VOLUME
0 0 0
18020 5200
0 0 0 0
18020 5700
0 0 0 0 0 0 0 0
0 0
1080 300
0 0
1080 850
0 0
1080 850
0 0
1080 1000
Slllr._~_rll.~l I·IUU!:L ll~l .. £3 J z~ml ~---~_A!Ui~ __ Jr,t~HAI~ __ l,__!_~_li~U~__!_-~-~~- l.l_I~!~ __ .!_LlS
A•NOOE B•NOOE JU "C C! Sr
5968 14 13 I 0 0
5969
5970
5971.
5972
5965 7 2 0 0
5967 7 2 0 0
5980 7 2 0 0
5962 1
5964 I
5979 1
9 13
5961 3
5971 7
5976 3
6 13
7 13
5069
5960
5970
7
7
7
7 13
5973 3
0 0
0 0
0 0
0
0 0
2 0
0 0
0
1 0
2 0
2 0
2 0
0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N E T ~ 0 R K
O!ST T!ME SPEE!r
1.10 2,20 30ol
3,50 6,00 35.1
5,00 6,57 35.!
6,86 35.o
!,00 2,00 30,1
5,oo 6,57 35.1
4,50 6.00 -45.1
!,So 3,oo 30.1
6,00 12,00 30,1
5,80 9,94 . 35.1
s.oo 8,57 35ol
5,00 8,57 35 ol
2.00 4,00 30.!
!,20 1.44 50ol
VOLUME
0 0 0 0 0 0 0 0
7370 .2900 16020
5700 16020
6250
0 0
4000 1415
0 0
4000 1300
0 0 0 0 0 0 0 0 0 0
0 0
16020 6500
_,,:..-.:,..:~,:
0 E S C R I P T 1 0 N
A•NOOE B•NOOE JU LC C! SF
5976 3 0 0 0
5973 5972 3 0 0 0
5974 T 13 I 0 0
5975
5976
5977
5978
5975 T
8 13
5974 T
5978 T
16 13
5970 3
5972 3
5977 3
5965 3
8 13
5976 3
5978
5975
5977
3
T
3
2
1
2
2
1
0
0
0
0
1
0
0
2
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
0
0
0
0
OIST TIME SPEEO
9o30 !!ol6 50ol
lo20 lo44 50ol
1,50 3o00 lOol
4o70 8o06 35,0
2.00 4.0~ 30,!
4o70 8o06 35,0
3,00 5ol4 35,1
5,25 !Oo)O 30ol
4o50 6o00 45 0 !
9,30 11o16 50,1
7o63 9o40 50,0
t,oo 2o00 30 ol
Oo62 OeH3
1.92
3oOO 5ol4 35,1
lo92
VO"UME
18020 6500
18020 6500
0 0 0 0
0 0 0 0 0 0
0 0
4000 !300
18020 6500 4000 2050
14410 8000
0 0
4000 2050 4000 1850
0 0
4000 1850
--~
A•NOOE e•NOOE JU LC Cl S;
5979
5980
596!
5982
5983
3
5969 I
5960 6
5966
15 13
5968 7
5979 8
5966 7
15 13
5962 3
5965 3
20 13
5961 3
5983 3
5984 7
19 13
5967 5
5982 .. 3
0
0
2
0
1
2
2
2
1
0
0
1
0
0
2
I
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
0
0
0
0
0
0
0
0
0
0
0
0
0
N E T W 0 R K
O!ST TIME SPEE!1 VOLuME
4000 1800
1.10 t. 4T
1,25 2,50
1.50 1,50
Oo25 0,75
4.oo. 6,66
1.25 2,50
o,6o 1,37
2,oo 6,00
2,83 ·3,40
1,10 !,32
lo20 2o40
2,83 3,40
1,71 2.05
3,10 5,31
3,00 6,00
1,71 2,05
60o1
30 o1
60,1
20.!
35,0
30 o1
35.!
20.!
so,o
so.o
30.t
5o.o
Sao!
35oi
30.1
45,1
50.!
!8020 6250
0 0
18020 6400
0 0 0 0 0 0 0 0
0 0
I 8020 6500
!8020 5750
0 0
!8020 6500
!6020 1750
0 0
0 0
!080 1000
18020
0 E S C R I P T I 0 N
A•NOOE 9•NOOE JU LC Cl Sr
5984
5985
5986
5987
5988
6665 3
19 13
20 13
5982 7
6048 7
5976 3
5961 3
5966 1
5968 I
16 13
5979 1
5980 7
5985 1
5987 T
17 13
5986 7
20 13
0 0 0
I .. o 0
I 0 0
2 ·o o
2 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 0 0
0 0 0
2 0 0
0 0 0
2 0 0
1 0 0
2 0 . 0
0 0
OIST TlME SPEED
1.32 !o58 50o2
t.oo 2o00 30ol
2 .to 4.~o 30.!
3.10
2o30 3.94 35.!
50o0
I .tO !o32 so,o
Oe90 Oo90 60.1
!o90 60.1
1.75 5o25 20.!
t.~o 1· 50 60.!
o.eo 35o!
0.90 Oe90 60,1
2o50 4. 29 35oO
t,o5 2.10 30 ol
z.so 35,o
2o60 5o20 30.1
VOLUME
7750 18020
8000
0 0 0 0 0 0 0 0
14410 8000
18020 5750
18020 7450
18020 8150
0 0
18020 6400
0 0
18020 7450
0 0
0 0 0 0
0 0
., _:.a
1 I ,; \) · • I 1 St_ 1-1• il '11,. L ., l\ill L ll> I - O::JUU lU!Jl . l t:. 1 !II~ r '·i lidi A~~ L!'li<.SIUI~ C!IU!illlS PA r_;l I!
------ .
N E T W 0 R K 0 E S C R I p T I 0 N
A•NOOE s•NOOE· JU ~c C! sr O!ST TIME SPEE17 VOlUME A•NOOE B•NOOE JU LC C! sr O!ST TlME SPEED VOLUME
5985 I 0 0 0 1,90 lo90 60ol 16020 8!50 6826 58!4 5 0 0 0 1.03 lo J7 45,2 4140
5989 0 0 0 loTI 1,71 60o1 16020 650 8!50
6961 5753 3 0 ·0 0 6,63 15. 14 34.3 3310 5989 IT 13 I 0 0 2,00 4.00 3o,t 0 3000
0 5986 1 0 o· 0 1 • 71 I , 71 60 .t 18020
6!50 6046 I 0 0 0 1,10 1,10 60,1 16020
8!50
6046 5989 0 0 0 I ,I 0· 1.10 60ol 18020 6150
6047 18 13 I 0 0 2,00 4,00 Jo,l 0 0
6048 18 13 1 0 0 1,70 3,40 Jo;1 0 0
5984 7 2 0 0 2,30 3,94 35ol 0 0
6049 5918 3 0 0 0 1.10 1.47 44,9 4000 1800
0 6685 5983 3 0 0 0 1.32 1,56 50,2 18020 ' 6000
6686 19 13 1 0 0 2,00 4,00 · JOol 0 0
6822 5758 3 0 0 0 6,06 8,08 45o! 3260 1415
6823 5795 3 0 0 0 9,69 10,57 55.1 6550 3214
6827 5814 5 0 0 0 !.62 2,16 45.! 3460 650
.,
1 r J IJ · I 1 ~) ~ ,_' : L ., )I·L •.jiJIIt_l ll::, I .. ( J u) ldl·il - l A! U I~ l'IG1IAf.-\ LlvLt~uslurl l.lJ IJ·'f! ll ~ !-' >-\ _;(;. 1 "
, ___ '"-"'
L I N ~ s u M M A H I E s B y c L A s s A N 0 J u R I s 0 I c T I u N
c L A s s 0 2 3 4 5 6 T 6 9 10 II 12 !3 14 15 TOTAL
AVG• SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTo MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NOo LI~KS 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0
AVG• SPEED 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 59 TOTo MILES 119 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 119
NO, LINKS 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32
AVG• SPEED 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57
J 2 TOTo MILES 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
u NOo Ll NK S 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
R I AVG, SPEED 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44
s 3 ror. MILES 345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 345
0 NO. LINKS 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68
I c AVGe SPEED 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 T 4 TOT• MILES 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56
I NO, L!N~S 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 N AVG, SPEED 4! 0 0 .o 0 0 0 0 0 0 0 0 0 0 0 0 41
~ TOTo MILES 217 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 217 NO, LINKS 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46
<» AVG• SPEED 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 ...., 6 TOTo MILES I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II
NOo Ll NKS 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
AVG, SPEED 40 0 35 0 0 0 0 0 0 0 0 0 0 0 .0 0 35 7 TOT, MILES 6 0 194 0 0 0 0 0 0 0 0 0 0 0 0 0 201
NO, LINKS 4 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 56
.. .!I
ltJ'Jd(l SlLl:l{:,liiAL "lU!JlL ll::J! = t:.JU:.J zu:ll .. lA I UIJ l~~UilA'~ . L_IVlNGS_I U''· ClJU•i1llS t· ,·~ ._, L L1
L ! N ~ s u M M A R I E s 8 y c ~ A s s A N. 0 J u R I s 0 I c T I u N
c ~ A s s 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 TOTA~
AVG• SP~EO 36 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 33 6 TOT, MILES 9 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12
NO, li~KS 2 0 2 0 0 0 0 0 0 0 0 - 0 0 0 0 0 4
AVGe SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 TOT• MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO, LINKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AVG, SPEED 0 0 0· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J 10 TOT, MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u ~o. LINKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R I AVG, SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s 11 TOTo MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO, LI~KS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I c AVGe SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 12 TOT. MILES 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 I NO, LINKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N AVG• SPEED 0 28 0 ·0 0 0 0 0 0 0 0 0 0 0 0 0 26
13 TOTo MILES 0 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0 136 NO, LINKS 0 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 eo
» AVG, SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 » 0 14 TOT, MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO, LINKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AVGe SPEED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 TOTo MILES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO, LI~ ~s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AVG, SPEED 45 28 35 0 0 0 0 0 0 0 0 0 0 0 0 0 106 TOTAL TOTo MILES 763 !38 197 0 0 0 0 0 0 0 0 0 0 0 0 0 1116
NOo LINKS 220 60 54 0 0 0 0 0 0 0 0 0 0 0 0 0 354
.,
l1JU,<~1 ::. t Ll , ~: ,~ r t'; L -!ll 1Jl L 1[,1 . <JO:J L U l~f:. . lAIUH l N I.J tl A'·! l 1V i 11 i.J§ _ _Ulli 1, uu :I] ll.) }~~IJ~~ l ~
···-·- ... ~-·-
NO OF" LINKS IN AND OUT OF" EACH NODE
IN Noot OUT IN NODE OUT IN NOOE ouT IN NODE OlJT IN NOOE our IN NODE OUT IN NODE OUT IN NODE OUT IN NODE OUT IN NOQE our
1 I I 5 5736 5 2 5917 2 4 5983 4 4 2 4 ' I 5706 I 4 5920 4 4 ~984 4 I 3 I I 5707 I 2 5925 2 4 ~985 4 2 4 2 2 5750 2 2 5926 2 5 ~986 5 2 ~ 2 3 5753 3 2 5947 2 2 5987 2 I 6 I 3 5758 3 2 5H8 ~ 3 5988 3 3 7 3 3 5760 3 2 5949 2 3 ~989 3 2 8 2 I 5782 I 3 5950 3 I 6046 1 I 9 I 3 5791 3 3 5951 3 I 6Q47 1 2 10 2 2 5795 2 4 5952 4 2 6Q48 2 I II I 3 5RI4 3 3 5953 3 I 6Q49 I I 12 I 3 5815 3 4 5954 4 I 6685 I I 13 I 3 5RI7 3 4 5955 4 I 66R6 I I 14 I 3 5820 3 3 5956 3 I 6822 I 2 15 2 2 5~22 2 3 5957 3 I 6823 I 2 16 2 3 5823 3 5 5958 5 I 6827 I 2 I 7 2 I 5R24 I 2 5959 2 I 6828 I 2 1 8 2 I 5826 I 3 5960 3 I 6961 I 3 19 3 I 5827 I 5 5961 5 3 20 3 I 5828 I 5 5962 5 I 21 I I 5829 I 3 5963 3 I 22 I 2 5830 2 4 5964 4 I 23 I 3 5836 3 4 5965 4 I 5069 I 3 5837 3 4 5966 4 I 519 0 I 4 5840 4 4 5967 4 I 5696 I 3 5842 3 4 5968 4
"' 3 5697 3 3 5846 3 3 5969 3
"' 3 5702 3 2 5801 2 4 5970 4 I 57 OJ I 3 5855 3 5 597! 5 3 5704 3 I 5Bo8 I 3 5972 3 4 5706 4 3 5859 3 I 5973 I 3 5709 3 3 5860 3 2 5974 2 I 5711 I 4 5861 4 3 5975 3 4 57\4 4 3 5863 3 5 5976 5 4 5724 4 4 5868 4 3 5977 3 3 57 31 3 3 5872 3 3 ~978 3 2 5732 2 2 5885 2 3 5979 3 4 573J 4 2 5908 2 4 5980 4 3 5734 3 4 5910 4 3 5981 3 3 573~ 3" 3 5914 3 4 5982 4
1 I J C" 1 1 ~1 LG 1 iL:iJill ' 11l!)l l ll; I . 2JtJ{) 2U1Jt. . l A: or, lNSdAN LlvlNGjiUN l.IJU~J! llS r t.:... L ! { -----
-~·-:~:~-~PO .., ..... (I Nt·...-~·nAT I Urt i NUI'ttst.~l'l:-· or \rNO-~'EO r•iuut:.·S "·;_·-e·u!,-3
TPREPO 403 (I NFURMAT I ON) LIST Of UNUHO NODE NOS, FOLLOWS•
24 25 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4T 46 49 50 51 52 53 54 55 56 57 56 59 60 61 62 63 64 65 66 67 66 69 ro 71 72 73 H 75 76 77 76 79 80 81 82 83 84 85 66 67 88 69 90 91 92 93 94 95 96 97 96 99 100 101 102 !03 104 !OS !06 I 07 !08 109 110 Ill 112 113 114 115 116 liT II 6 !19 120 !21 122 !23
!24 I ~5 !26 127 !26 p9 !30 131 !32 !33 !34 !35 !36 !37 !38 !39 !4 0 !41 !42 !43 !44 145 j46 147 !46 !49 !So !51 15~ ! 53 !54 !55 !56 !57 !58 !59 !6 0 161 16~ !6 3 !64 !65 ·!66 !67 !68 !69 170 t71 !72 !73 !H 175 176 177 !76 179 !8 0 18! !B 2 !83 18 4 !65 !66 !67 188 189 19 0 I 9 I !9 2 19 3 194 !9 5 19 6 197 196 199 200 20! 202 203 ?04 205 206 207 208 209 2!0 211 212 213 2!4 215 216 21 7 2!8 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 24 0 241 242 243 244 24~ 246 247 246 249 250 251 252 "253 254 255 256 257 258 259 260 261 26 2 26 3 264 265 266 267 268 269 uo 271 272 27J 274 275 276 277 278 ?79 28 0 28 1 28 2 28 3 284 285 286 ?.8 7 288 269 29 0 291 29 2 29 3 29 4 295 296 29 7 296 299 300 301 302 303 1 Q4 305 3 o6 307 308 309 310 31 I 312 3!3 3!4 315 3!6 3tr 3!6 319 320 321 322 32j 3?4 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 34 0 3 4 I 34 2 34 3 344 . 345 346 347 346 349 300 35! 35?. 353 154 355 356 35 7 358 359 360 361 36 2 36 3 36 4 365 366 36 7 368 369 37 0 3 7 1 372 37j 374 375 376 37r 376 379 3R 0 38 I 3R 2 38 3 38 4 385 36 6 387 386 389 39 0 39 I 39 2 39 3 39 4 395 )96 39 7 396 399 400 401 4 0?. 4 03 4 04 • o5 406 407 408 409 410 4 I t 412 4!3 4!4 415 4!6 4!7 4!8 4!9 420 4 21 422 423 4?4 4 25 426 4 27 4 28 429 43~ 431 432 4 33 434 4 35 4 36 437 4 38 4 39 44Q 441 44 2 443 444 445 446 447 446 449 450 451 452 45 3 4'i4 455 456 457 458 459 46 0 461 46 2 46 3 464 465 466 467 468 469 47 0 471 47 2 473 474 475 476 477 478 479 48 0 481 4A 2 48 3 48 4 485 466 48r 488 489 49 0 4 9 1 49 2 49 3 49 4 49 5 49 6 497 496 499 5 DO 501 502 5 03 504 505 5o6 5 or 508 5 09 5!0 511 512 5!3 5!4 515 5!6 517 5! 8 519 520 52! 522 52j 5 ?4 525 5 26 527 5 28 5 ?9 530 5 31 532 533 5)4 535 516 'i3r 538 5"39 54Q 541 542 543 544 545 546 547 546 549 550 ; 5! 552 553 554 555 556 557 556 559 560 56! 562 56 3 564 565 566 561 568 569 57 0 571 572 573 57• 575 o76 57r 578 <;79 58 0 58! 58 2 583 564 585 586 587 o88 589 59 0 591 59 2 59 3 594 59 5 s96 59 7 596 599 600 6 01 6 02 6 03 ~ 04 6os 606 6 or 6 Q8 609 610 6 I I 612 613 6!4 6!5 6!6 6!7 6!8 619 620 62! 622 62J 6 z• 625 6 26 627 628 6 29 630 6 31 632 6 33 6 34 635 636 637 6 38 6 39 640 641 642 643 644 645 646 647 648 649 650 651 6;2 653 ,,4 655 656 657 658 ~59 66 0 661 662 663 664 665 666 667 668 669 67 0 6rt 672 673 6 r. 675 676 67r 676 679 68 0 68 1 68 2 68 3 684 685 686 667 688 689 69 0 691 69 2 69 3 69 4 69 5 696 697 696
"' 699 roo 701 7 02 703 704 7 05 706 707 7 oB 709 7!0 7 I 1 712 7!3 7 I 4 715 7!6 7!7 7!8 119 7 2 0 7 2! 722 72J 0 r2• 7 25 726 7 27 728 7?9 730 73! 732 r33 734 735 736 7 3 7 7 38 7 39 740 HI 742 r43 744 145 746 747 748
r49 750 751 752 753 754 755 756 757 758 759 760 76! 762 763 764 765 766 767 768 769 77o 771 772 77 3 774 715 776 777 r78 779 780 7 8 1 78 2 78 3 784 r8s 16 6 78r 788 789 79 0 r91 r9 2 79 3 r9. . 795 r9 6 79 7 798 799 8 00 8 01 802 8 03 A04 805 B06 sor ROB 809 8! 0 8!1 812 8!3 6!4 815 8!6 8!7 8!8 819 82-0 821 822 BV 824 825 826 8 27 828 829 830 831 832 833 8 34 835 836 8 37 8 38 839 840 841 842 843 844 845 846 847 648 649 850 85! 852 85 3 . 854 855 856 857 858 859 660 8 6 I 86? 66 3 864 865 866 867 868 669 870 art 872 873 874 875 876 877 878 879 680 881 882 883 884 885 886 887 888 889 890 891 892 893 894 69 5 896 897 89~
699 9 00 9 0 I 902 9 03 904 9OS 9Q6 9 07 908 909 91 0 9 1 I 912 9!3 9!4 9!5 9!6 9!7 9!8 9!9 920 92! 922 92j 9 ?4 9 25 9 26 9 27 928 9?9 93o 93! 9 32 933 934 935 9]6 93r 9 38 9 39 940 941 942 943 944 945 946 94r 948 949 950 951 952 953 954 955 956 957 958 959 960 961 96 2 963 964 965 966 967 968 969 970 97! 972 973 974 975 976 977 978 979 960 9 8! 982 983 984 985 986 987 988 969 990 991 99 2 99 3 994 99 5 99 6 997 998 999 1000 IDOl I 00? too3 1004 toos I 006 1007 1008 1009 1010 1 0 II 1012 lOll 1014 1015 10!6 1017 1018 1019 I 02 0 1021 1022 1023
to24 1025 1026 1027 1o28 I o?9 I 03 0 lOll tol2 I 033 ! 0]4 to35 1 0.]6 1037 1038 1039 I 04 0 I 04 I 1042 I 04 3 1044 1045 1046 1047 1048 to49 1 os 0 I OS! I 05? to53 1 O' 4 toss tos6 1057 1 o58 1 o59 1 o6 o I 06 I I 062 106 3 I 06 4 1 Q6 5 1 o66 to6r to68 to69 1070 to7t 1072 1073 1 o7 4 1075 1076 1077 to7B 1079 I OR 0 1 OR 1 I QA 2 I 08 3 IOA4 1085 I oR 6 108 7 1088 1089 1 o9 o 1091 1092 109 3 to94 1095 !096 1097 I 098 1099 II DO II 0 I II 02 II 03 II 04 1 1 os 1106 1107 1108 1!09 II I o Ill! Ill? 1113 II 14 1115 II !6 1117 1116 Ill 9 112 0 112 1 1122 !12 3 1!24 !125 I I 2 6 1127 1128 1!?9 I !3 0 II 3 I 1 !32 I !33 1134 1!35 1!36 1 t 37 !138 1!39 1140 I ! 4 I 1142 1143 1!44 1145 1!4 6 1147 1! 4 8 1!49 115 0 1151 115? !!53 I! 54 liS 5 1!56 !!57 1!58 1!59 1!6 0 116 1 116? 116 3 116 4 !16 5 1!66 1167 1!66 116 9 117 0 1171 1172 I!T3 117 4 117 5 II 7 6 1177 1!76 II 7 9 !lAO II B I II A? 1!83 1!84 1185 118 6 !18 7 !18 8 1189 !19 0 1 ! 9 I 1!9 2 119 3 1!9 4 1195 1!96 1197 1!98 !!99 12 00 1201 120? 12 o3 1?04 12n5 1206 1207 !208 1209 1210 1211 1?12 1213 12!4 1215 12!6 12tr 12!8 12!9 1220 !221 1222 !223 1224 !225 1226 1227 p28 !?:>9 !2lQ 1231 123? !233 1234 1235 1236 !23r !238 !239 !24 0 1241 !242 1243 1244 !245 ! 24 6 1247 !248 1249 !25 0 I 2 5 1 !252 !253 !254 !?55 1256 !257 !258 1259 !26 0 I 2 6 1 P62 !263 !264 !265 1266 !267 !268 !269 1<10 1271 1272 !273 1274 1275 1276 1277 1278 p79 128o 128 1 !28 2 j283 !284 1285 !286 t28r !288 !289 !29 0 1291 !292 !293 !294 129 5 !296 !297 1298 !299 1100 130! 130? !303 1 J o4 !loS tJo6 1307 !l Q8 1.1 o9 ! 3 I 0 1 3 I 1 !312 !3!3 1 3! 4 1315 13 t6 ! 317 13!8 !3!9 !320 1 3 2 I !322 !32 3 1324 !325 1326 !327 !328 11?9 lllo 13 31 1332 !333 t 3 34 !335 1 3 36 !337 !338 !339 !34 0 I 3 4 I !342 !3 4 3 !34 4 !34 5 1 34 6 !347 j348 !349 !350 I 3 5 I I 35 2 ! 3 53 !354 t 355 !356 1 35 7 p58 1 35 9 13 6 0 !HI 116? !36 3 !364 !365 !]66 !367 !368 !369 !37 0 I 3 7 I !372 p7 3 1374 !375 !376 !377 1378 !H9 1 ]R 0 1 3 8 1 !3A 2 I J 8 3 I JR 4 I 3 8 5 ! 38 6 !387 !388 !389 !39 0 13 9 1 !39 2 !393 !394 1 39 5 !396 !397 j398 !399 1400 ! 4 o I 14 o? 14 0 3 1 4 04 14 os 14 o6 14 0 7 !408 14 (i9 141 0 I 4 I I 1 4 I ? I 4 1 3 I 4 I 4 I 4 I 5 14 !6 I 4 I 7 !4 !8 14! 9 !420 14 2 1 1422 14 2 3 !4 74 14 25 14 2 6 t• 27 t 4 28 14?9 t 4 3 n 14 J I !43? t4 3 3 1434 !435 1tq6 !437 14 3 8 14 3 9 tt~ ll n 14 4 I !442 1443 !444 !445 1446 1447 !448 1 4 4 9 14 50 1 4 ') 1 145? 1 4 ~ 3 1 /~ r;; 4 JIJ')'; 1456 !4'i7 !4>~ 1459 146 0 t 4 f! 1 !4 i\? !40 3 !464 1Q6S 1466 !467 !468 146Y !470 I 4 I I 14 7 2 !473 If< 7 L! 1 ll 7 5 HTt. 1 11 r r_ 1 __ 11] fl__ __ ,j ILl Q 1JI.Rn 1 II R 1 ! II f\ ~ ' ll 1\ \ 1/if\ll illP.S I IL>:I_f, tlu.l.T. LI.UUL I /Hl.!J 1/Lr-J"
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DATE 21.53,45 ELAPSED PROCESSOR TIME 00,0!,15
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i -:
PLANNED MoDEL
REFINEMENT
•
PLANNED MODEL REFINEMENT
As indicated in the first portion of this report the
"preliminary segmental model" program is fully operational
on the department's B-5500. This initial effort was greatly
simplified in order to quickly test the potential applications
of a concept such as this.
Preliminary test runs have been completed on a more
sophisticated segmental model concept. In the discussion
to follow the more sophisticated version of the model will
be referred to as "refined segmental model." A brief resume
of the differences between the "preliminary segmental model"
and the "refined segmental model" follow. Any potential user
interested in this concept should keep in mind the fact that
only initial testing has been completed on the ''refined
segmental model.'' A total operational model is expect~d to
be available in July or August of 1971.
The ''refined segmental model'' as presently planned will
accomplish the following tasks related to network and trip
table development.
1. Maintain a single "master detailed network file
versus the present method of coding several dif
ferent network link files.
2. User specified level of network detail by area
based on function classification and link type.
3. Elimination of unnecessary highway links as a
result of deletion or compression of selected
98
links by class, therefore saving computer run times,
4. Automatic compression of trip table to match
network detail by each area so that traffic
i _·, {. assignments could be completed after a "build
all trees" run.
5. Multi-detail sub-areas with total network. For
example, generate a network with detail areas for
Lansing and Kalamazoo and leave the rest of the
state with a coarse network.
6. Conversion of master network coordinate files
so new segmental network could be plotted auto-
matically and used as a base map or work map.
A flow chart of the "refined segmental model process"
appears in figure 27. With the "refined segmental model"
the user will be able to maintain a master network file
with six digit A-node B-nodes, After selecting the links
necessary to obtain the level of network detail required the
"refined segmental model" will sequentially renumber all nodes
so that no node number is larger than four digits. The four
digit node number is generally the maximum size allowed with
most network analysis programs, The ''preliminary segmental
model'' would only allow four-digit node numbers and no renum-
bering was completed. This six-digit capability will allow
many states to define a total road system or needs study
network in a manner similar to the concept used in network
99
definition. The "refined segmental model" would then allow
the user to complete analysis on a needs study link file,
or total road system file, using Transportation Planning
programs presently in existence.
The second task of specifying level of network detail
was very limited in the "preliminary segmental model" as
there was only a detailed and non-detailed area allowed.
The user had no choice as to the type of link that was to be
included in each study area. With the ''refined segmental
model" the user will be able to specify four levels of
network detail. In addition to this feature the user will
also be able to specify which link type and/or jurisdiction
is to be present at each level. Figure 28 is an example
of a network ~omposed of four levels of details. Level four
or the actual study area is the most detailed in this example
and it is.surnamed by concentric rings in which the level of
network detail becomes coarser farther from the study area.
The user specifies what link type and jurisdiction are to
be included in each level. Even though the ''refined segmental
model'' will allow up to four levels only two or three need
be used if that is all that is required.
Elimination of unnecessary links, as a result of user
specified link selection based on link type and link juris
diction, is the same process as defined in the ''preliminary
segmental model.'' The savings in computer run times using
this link elimination technique is definitely significant
with the large networks that might be in use in the next few
years.
100
The fourth task, which was not operational in the ''prelim-
inary segmental model", is the ability to generate trip table
compression cards that could be u~ed to compress a detailed
trip table to the zone level specified by the user in seg-
mental model. The total process diagramed in Figure 27 is
completely automated and allows the user to plot and do
i . ' analysis of segmental network without the need for any
manual operation.
· The fifth task which is performed by the refined seg-
mental model is the operation of generating a network with
multi-centered study areas. Preliminary segmental model also
had the capability of accomplishing this but was limited to
only two levels of detail. Figure 29 is a diagram of the
multi-centered study area concept. This could allow the user
to study urban centers in detail while maintaining a coarser
level of detail in the rural areas.
The ''refined segmental model'' has been defined in a
manner such that networks generated as a result of segmental
model may also be plotted using a Cal-comp plotter. A
sub-routine within the program generates a list of new
coordinates for the sequentially renumbered nodes. The
ability to plot segmental networks allows the user to present
traffic analysis data almost instantly. It also is beneficial
when editing a network. As a final note the refined seg-
mental model program has been modified so the user instructions
are similar to Michigan's transportation planning computer
package. The transportation planning package uses a para-
101
Master 6-Digit Network Link File
Refined Segmental Model
Renumbered Link File In TP Format
Build Trees
Trip Table Compression Cards
Renumbered Node Coordinates
Segmented Network Plot
Traffic Assignment and Analysis
FIGURE 27
102
Detail Trip Table
Trip Table Compression Program
r ---
-, i
LEVEL I LEVEL 2
BLANK . . . . . ' . . . ... . . . . ..
LEVEL 3 ggggg ·LEVEL 4 IIIII
_NOTE: These are the four levels of. network detail discussed text just to figure
in the previous. 3.
• 'I)'
FIGURE 28
10~
.L
L
I ----
LEVEL I BLANK
LEVEL 2 : .... · ... . . . . . . LEVEL 3 ~~~~~ LEVEL 4/////
NOTE: These are the four levels of network detail discussed in the text just to. figure
pr:evious 3;
• . ' ~
FIGU~E 29
104
' ~-
meter-options format which is tied in with a key word table.
A sample of the keyword table for ''refined segmental model''
appears below.
KEYWORD TYPE DEFAULT MAX VALUE OR PURPOSE
NZON I 2300 2500 Number of Zones
NCNTY I 99 99 Highest County Number
NAREAS I 4 4 No. of Different Areas of Detail
NVOLSQ I 4 25 Vol. Word of Sequence No.
NVOLCS I 3 25 Vol. Word of Control Section
NVOLCT I 2 25 Vol. Word of Count
NVOLCP I 1 25 Vol. Word of Capacity
CJS(I,J) I 99 99 List of Jurisdiction Codes (J Long, J Not to exceed 16) To be Included in Area I for Centroid Links
CLT(I,J) I 99 99 List of Link Types (As Above for CJS(I,J)
Special Code -- To Indicate That All Links In An Area are to be Kept Code: CLT(I,1) = 16, CJS(I,l) = 16
HLT, (I, J)
HJS(I,J)
HCON(I)
CCON(I)
CENTLT(I)
*CMPRES
I
I
I
I
I
L
99
99
0
0
99
T
99
99
1
1
99
105
As Above for CLT and CJS
Except these will be for Highway Links
Jursidiction and Linktype Connector for Highway Links 0 = AND (Both LT AND JS NEEDED) 1 = OR (Either LT OR JS NEEDED) in area I ..
Same as above but for Centroids
Used for Nonsequential Zones List of Link Types for all Centroids
T If Segmental Model to be Run
[<',
*NET APE L
*TPSQEZ L
T
T
T If Network Tape is Input
T If TPSQEZ Setup Cards are to Be Assembled and Written to Tape
The keyword table supplies the user with a standard list of
parameter and option abbreviations as indicated by this table
under the heading keyword. The user must specify values for
the parameters or they will default to the value specified
in the default column. The last three entrees in this chart
are the program options. The user should note that the para-
meter-option type of computer program operation allows the
user to efficiently adapt to many varying situations easily.
A typical program run set up for the ''refined segmental
model'' appears below.
INPUT
1. Title Cards 2. Params 3, Options 4. Labels for Label Equating 5, CNTY--Area Equivalence Cards in TPSQEZ Zone-Dist.
Card Format 6. TPSQEZ Deck Setup Cards 7. TPNET Deck Setup Cards
No f~ll scale tests have been completed with the ''refined
segmental model.'' A preliminary test has been completed but
this program is not fully operational on a B-5500. A potential
user interested in a specific application is encouraged to
contact the Michigan Department of State Highways.
106
