HomeMy WebLinkAboutAPA2927PREPARED BY
UNDER CONTRACT TO
T NTU E
s p T
Report by
Frank Orth & Associates, Inc.
Under Contract to
Harza-Ebasco Susitna Joint Venture
Prepared fot"
Alaska Power Authority
Final Report
June
1
Model
3 jections
by Origin
............ .!"'>_ .. l!>~ ... WI'Iiil...,.. Daily Traffic Volumes
Interzonal Road Segments
High Volume Roadways
4 Traffic
4~3al Interzonal Road Segments
4o3o2 High Volume Roadways
4a4 Road Expenditures
4s5 Total Accidents on Road Segments
4a5.1 Interzonal Road Segments
4o5o2 High Volume Roadways
4,6 Human Injury/Fatality Acc:f.dents
4~7 Animal Road Kills
4.7al Interzonal Road Segments
4o7~2 High Volume Roadways
5.,0 Summary
5ol Interzonal Trips By Origin
5.2 Daily Traffic Volumes
5a3 Truck Traffic
5o4 Road Expenditures
o5 Total Accidents on Road Segments
5o Accidents
5o7
List of
of
i
Report
9
4
2
and Operations
3 Daily Traffic Volumes by Selected
Traffic by Selected Road Segment
Pavement Design Life, Project Effects on Road Resurfacing
Number of Miles
Total Accident Numbers by Selected Road Segment
7 .r..tU£1U.Q.II.II. Injury Accident Numbers by Selected Road Segment
8
It
can have on the
Oxth
1984,
Associat:es,
arease
g~ 1984).,
projections for
information for baseline
without-and with-project
1 provides background on the purpose and the format of re-
Chapter 2 provides a description of the study area EJ
describing the selected study area communities 9 road net\vorks ll
road segments that were modeled for the Traffic Analysis are
This chapter describes the important characteristics the
Suaitna Project that can affect the level and significance of
A brief description of the baseline and with-project scenarios
is also presented0
Chapter 3 pr.ovides a description of methodology to
tt-~ffie ~~~id~~t=related
ences with-project identified in
cation the Traffic Analysis are also identifieda
1
areas
census
areas are
Most of the
portion of the
of Anchorage, and the Municipality
small communities within ir boundaries are
census
distinctions are made in 2o First, the
would receive socioeconomic impacts are defined e
also described as origin-destination zones for purposes
analysis. As such, they represent the places from which
and the places that serve as destinations for the
selection of these zones conform with selected study area
in the socioec.onom:!.c model so that projections of
characteristics can be used to make traffic
The following origin-destination zones were used for the
Creek
Talkeetna
7 w Cantwell
8~
9e
lOo
llo
Project Site
"
at
as
l12 5
CANTWEL
r-_ GLEN
HIGHWAY
NOTE: INTERZ NAL R AD SEGMENT 12A REPRESEN THE DtST C
BETWEEN CANTWELL AND THE PROJECT ACCESS R AD J CTt
128 THE DISTANCE FA THE JUNCTi NT PAXS AND 13 T
PR JECT ACC S R A
SOURCE: ALASKA DEPARTMENT OF l,480 RESEARCH AND
A N A '-Y S I S S E C T I 0 N. U . S . C E N S US M A P S P 0 Vi D ED f N 1 9 8 3
POPUlATION OVERViEW, JANUA Y 1985
)
)
on
zoneso
the
Interzonal
2
Road between the Denali
as
2 are places where roadways are
)
v•·~~~·g· These places are identified as
the exception of Anchorage and Fairbanks, one
roadway is analyzed for each origin-destination zoneo
roadways are defined in Exhibit 2~
2., 2 DESCRIPTION OF SCENARIOS USED TO GENERATE RESULTS
analysis report two scenariosc Tt~e (the
line scenario) is described in section 2,.,2 .. lc Under this scenario,
traffic characteristics are examined in the absence of the
operation of the Susitna Project,. The second (the
described in section 2 .. 211> It assumes that the
drive personal vehicles to
site on 1 ~reek on/1 week off shift and
used each scenario are
)
)
)
5)
6)
7)
Road Petersville
Road
the Parks Highway, Between
Junctions For The:
8) Chulitna. River and
Wayside Road
1
4)
5)
6)
7) Talkeetna
8) Cantwell and Trapper
9) Denali Park Road and Healy Road 9) Healy and Cantwell
10) Healy Road and Nenana River at REX 10) Nenana and Healy
11) Old Nenana Hwy/Ester West at 11) Fairbanks and
Milepost (307.62) and Parks
On the Denali Highway» Between
Junctions For The:
Parks Highway & Project Access Rd.
Project Access Road & Richardson
Other
13) Proposed Project Access Road
7
Cantwell Project
12B) Paxson and Project
13) Project &
011 Parks .... .Li!"''I .. "'""'""'J'
(1~7 0
On Healy Road
and Healy School Access
On Parks Highway Between ~. ...... J~.~.Q;u~a
REX (241&83) and Chevron Station at
post (274e85)
)
(
)
On Denali Highway Between Richardson u~~~u~'Q
(OaOO) and Tangle Lake Campground (2lo
Access Road On Project Access Road Be tween :t.# ..... !0,..~~.=""'-..11.
way and the Watana site
in parentheses represent milepost
)
description discusses the major
construction and
subsequent sections of this
peak construction year. The proposed Project c ..... li.~.~ ... ..!\,Q
and Devil Canyon dams, impoundments~ and
on the Susitna River north and east of Anchorageo
of portions of the transmission line rights-of-way,
Susitna Hydroelectric Project would be located almost
the Matanuska-Susitna Borough~
Average annual work force requirements for construction of e
development would vary from about 1,100 persons at the start of access
road construction in 1985 to a peak of about 3~500 in 1990o
given year, the size of the work force would also vary by season<B
rapid drop in work .force would occur between 1990 and 1995 9 when con-
struction would be complete and the operation staff of
towno Work force requirements for construction
Devil Canyfln development would vary from about 100 in
1,700 in i999, reducing to a permanent staff of about in
force requirements are shown 1.
9
1~
1,
1~
900
151 170
170
170
170 170
site by car; 2)
offo first
worst~case situationo The Power .AW·~~&,~
to the , that ,
to travel to the site using personal
to those used in the Federal
License Application and previous socioeconomic
( Orth & Associates, Inca, 1984a and 1984c)e
workers can travel to and from the site by personal
relocate their permanent residence to communities located
Project Each worker would make the decision on
1)
to reloc~te based upon: 1) the amount of time it takes to
to the site from various communities; and 2) the workerv s
community characteristics, such as the availability
quality of schools, availability of publi~
land, of commercis.l ~ and
scenario~ the farther a
L~ other less
more
more
to
once every two
was
commute to the
be
during any given year. In
workers would occupy any
1983).
assumed that work camp and village workers
trips which are an addition to the commuter trips
excursior (recreation) trips made by workers
~~~a·~~~~-~9 it was assumed that village workers would make one
an
week, and with 2 workers per car~ Work camp workers were
to these trips once every two weeks with 2 car
u ..... 'l'.:lraT" Authority, 1983) ~
over
on some
all
of interesto
is based entirely on
........... &.~~...,a It represents the crudest method
as historical traffic trends are to
changes that may be occurring in
demographic trends., Traffic volumes represent the
are occurring between two places regardless of their
second approach to traffic forecasting splits aggregate traffic
two origins and destinations& split is
order to more accurately forecast future traffic by
reasons that people travel and why they travel to specific
the second approach, trip generation modules are used to project
of originating from a place, usually based on
place's patterns, populationj and/or
is to
from each
on attractiveness of
of origin4
to
eco-
use
to
area. e.
it
on these criteria, the second to
were not selected for several reasons"
(extrapolating from historical trends and
out into future) would not produce vert accurate
uses too few independent variables. In addition,
to link the traffic forecasts with forecasts of population
to ensure that one forecast would be consistent with the
third approach was not selected for the following reasons.
time-series data regarding trips by origin~
to support the use approach a the
to traffic forecasting also suffers from this limitation,
to specify the required independent variables needed for
approache Second,
partially lost
forecasting
the
of the Project
not very complexo
~ the second
3
zones
interzonal
vehicle
(Alaska Department of
Planning Division, 1982 and
., March 1984c). In addition, other sources
origins and destinations (EMPS-Sverdrup,
Engineering and Dames & Moore, December 1983; DOWL
and Orth & Associates, February 1984)c This
ratios between traffic trips and population/employment
were used to project traffic volumes by applying them to
to
projections by origin-destination zones. The population/
projections were available as model outputs from the
of the socioeconomic modele
route
to narrow
(
was
zone) are
to
socioec.onomlc
attraci..:..jn-c.onstrained procedure
to S?Jlle form used for the
the likely settlement
employed
traffic attraction index was created and used to rank
to employment, number of households, commercial
facilities and serVices, and recreationc Data for these
were gathered from secondary sourcese The attraction
was developed by assigning numerical values to the destination char-
acteristics and weighting them in a similar way as the index used the
construction worker residential allocation procedures in the
demographic moduleo One difference between the two indices was
employment was used as an indicator of attraction in place of land
ability and schools in the traffic attraction index. Travel
specified iu minutes
was used to determine
travel time between places and an exponent
travel factor in the gravity
trip distribution module number interzonal
each origin are allocated to each of
or traffic arease of each
to
was
two
to
the model
statifitics by road segment to
the Traffic Safety Division ADOTPFe
model, the number of total accidents~
fatality accidents, and
each road segment of interest for selected years
accidents included human injury
only accidents, and accidents involving animal road
accidents were a subset of all human injury
of human injuries and fatalities per year per road
ac=
2/ not projectede -
1/
2/
Each human injury, property damage only 51 and animal
accident was assumed to be a discrete event.. Accidents were not
double counted in the total using these classifications$
Ron Martindale» Traffic Safety Plannerj personal communication~
1984c This information is not readily available
Safety
their
of ADOTPF o information is
base, it is not easily reported
investments of time from state agency personnele
of road so
to
were , the
3
the
f\Ud have been
The purpose of to
and the projections
above, data on trip origin and
travel in Alaska. As a
trip origins must be made. While an exact
trips by origin is not possible to make, reasonable
can be made since total trip numbers were known, some limited
Anchorage!} Palmer, and Wasilla 51 and some data on
exist for smaller communities. Adjustments were made in the
in.
to
interzonal trips by origin so that model totals were equal the
regional total number of tripsa In addition, the assumed values of
used to determine interzonal trips by origin were input
.Based on the model output, these were adjusted so
they would match the actual traffic volumes recorded for road in
1982 1983 as closely as possiblea
rates by road segment were based c~ three
trends in data were not
rates were and the average was assumed to continue the
were sources
accurate to
traffic model
of the Project 11 s traffic
forecast actual levels or
within error limitso Generally
dividing the study area into more
" '
error o The reverse is also true, that zones
errore The number of zones chosen
a compromise by providing a balance
to accurately assess impacts and keep error at an
DIFFERENCES BETWEEN TRAFFIC PROJECTIONS IN LICENSE APPLICATION Al~D
THE TRAFFIC ANALYSIS REPORT
There were no major differences in the assumptions used to
project-~elated traffic in the License Application and those used
report.. Average daily traffic on the proposed Project access road
to be 708 vehj.clea in 1990 in the License ApplicationG
tiona in this report place the number of vehicles at 724s
projections stem primarily from the of workers who would
outside Railbelt r.egion0 Trips by these workers were not
License
this
tively
projections but were included the
They were excluded in the former because of
were this to
of
4
location
the
area
number of
trere
as
and
2, the orlgin-destination zones including
, Healy, and Nenana would have grea. t:es t:
interzonal trips over time<:! The increase
baseline interzonal trips tween 1985 and 2002 for
about 10 percent per year. This large increase would
and opening of the Knik Arm Crossing by
increases in interzonal trips of 4o3 and 7e8
and Nenana!il respectively, would be related to Nenanags
ties to Fairbanks and Healy's current employment
regarding the shipment of coal from the Usibelli Mine,
and relative increases in baseline trips would also occur in
latter to
and people continue to commute to Anchorage from the Matanuska valleyo
The smallest increases in interzonal trips are projected for
Creek and Cantwell. would by less than 2 .. 4 percent per
in
1985 and 2002a slow rate of is due to the isolated
nature these communities and the lack of a well-developed economic
AADIZT
With-Project AADIZT
Impact
With~Project AADIZT
Project Impact
1
1
1,
1,
6
9
1,057
1,086
29
84
92
8
74
92
18
1~
1,733
2~729
2,762
33
1,687
1,791
104
106
136
30
82
143
61
2,
2Sl
3,
3,
2p
2,
22
3$1
4lil
136 165
156
20 24
88 96 100
126 134
38 38
Site
AADIZT
\-lith-Project AADIZT
Project Impact
594
199
4 25
462
468
6
23
26
3
0
117
117
546
567
21
30
37
7
0
266
266
Source: ADOTPF, Annual Traffic Volume Reports,
Frank Orth & Associates, Inc., 1984.
634
637
3
38
40
2
0
92
92
10
47
51
4
0
165
165
1982 and 1983;
7
3
0
71
115
4 25
462 634
468
6
3
0
21
30
37
7
0
266
266
3
38
2
0
4
0
Source g ADOTPF ~ Traffic Volume Reports S) 1982 and 1983;
Orth & Associates, ~, 1984.
0
the
sud their
next
1990 at 168, followed by
would experience virtually no
within its boundaries as
workers would be offset by in-migrating
of
at 104~
jobs by the Project and local jobs by
taking Susitna const~uction jobs.
interzonal trips would tend to decrease in all
ties force requirements decline. The only
to thi~ treud would occur in and Nenana in 1999e
Healy and project-related interzonal
increase by 20 6, respect! ve1y, over 1990 e
the
over
be due to diminished out-migration by construe-
diverse
occur
-ln.
to 23
larger secondary effects
The in would
continues to
t-rela.ted fects on
to
over
on
to travel over interzonal road segments in
destination.. Traffic volumes on
each zone were also defined in order to
Project on specific road segments within
carrying high volumes of traffic. Traffic
segments are composed of both intrazonal and
and with-project projections were made for average annual
traffic volumes for each type of :road segmento results are
Jo
4e2ol Interzonal Road Segments
As in Table 3, the road segments connecting Wasilla to
Houston to Talkeetna Road Spur, Cantwell to Project Access Road,
the greatest increase
between and 2002 for these
ments percent for Cantwell to Project Road
one
to
to Houston road segment0 The increase over
the road due to the
is
7, 9 ' ' Sl
7s; ' ' ' 42
11,484 16,944 5, .330 6, 7~
11,632 17,424 5511-t-02 6, 7,
6,096 9,102 22'
6,288 9,710 ,062 Sl
192 608 272 316
Rd. Spur
AADT Volume 1,732 2,402 3,106 3, ][a.Q 4$)
AADT Volume 1,876 2,834 3,354 4, 41"1
144 432 248 328
G Spur to T. Creek
AADT Volume 1,352 1,816 2,250 2,670 3,
AADT Volume 1,506 2,288 2,518 3,012 3,
Impact 154 472 268 342
Road
Baseline AADT Volume 676 950 1,264 l:J538 1,
W-Project AADT Volume 714 1,078 1,352 lll636 1,
Project Impact 38 128 88 98
Trap. Creek to Cantwell
Baseline AADT Volume 1,022 1,354 1,646 1,944 2,
W-Project AADT Volume 1,152 1,744 1,864 2, 2,
Project Impact 130 390 218
to Healy
Baseline Volume 1,176 1,530 1,918 2,270 2,
W-Project AADT Volume 1,400 2,174 2,390 2, 3S)
Project Impact 224 644
e
~'0
248
178
70
78
8
Access Road
AADT Volume 0
AADT Volume 308
308
Crossing
AADT Volume 0
W-Project AADT Volume 0
Project Impact 0
Palmer-High Volume Roado
Baseline AADT Volume 9,607
W-Project AADT Volume 9,703
Project Impact 96
Wasilla-High Volume Road.
Baseline AADT Volume 18,356
W~Project AADT Volume 18,382
Project Impact 26
Houston-High Volume 0
Baseline AADT Volume 3,413
W-Project AADT Volume 3,435
Project Impact
1,
1,
1,656
1,
96
118
22
0
724
724
0
0
0
11,779
12,083
305
20 '746
20,810
64
4,582
4,660
78
2,
2,
120
132
120
\0 . ,
.1.-.
0
lcif
169
23,288
23,616
328
12,348
12,573
225
22,279
22,427
148
5,767
5,829
63
16
0 0
396
28,606 33,
29,014 33,
1+08 378
12,660 12,784
12,885 ' 225
23,211 23,
23,348 24
137
611731 7,
6,800 7,600
I)
1$1 1,500 llii !I ill
1, 2, 2, 3,
1,430 1$1 ' 1,
801 1,
2lil 4$ J, 3,
1, 3, 2,
732 827 lSI 1~
895 1,387 1!) lll 1~
163 560 488
G Roadway
Volume 1,086 1,229 1,391 1~ lSI
W-Project Volume 1,164 1,515 l!f619 ll)785 1~
Impact 78 286 229
Volume Road.
85 111 143 176
Volume 100 141 159 200
Project Impact 15 30 15 24 15
Project AR-Hi-Vola Rdu 1/
Baseline Volume 0 0 0 0 0
w-Project AADT Volume 554 1,303 302 713
Project Impact 554 1,303 302 713
1 I ~~ -Access Road; Project Access Road High Volume Roadway assumes
the vehicle occupancy ratio is 1 worker per vehicle
to lm 72 workers vehicle used on the road
Access Road0
Source: ADOTPF~ ~ ... ~ ...... Traffic Volume Reports, 1982 ;
& Associates~ !neG, and March
7
on AADT from the
levels or an
Project add
between. junction of Project
vehicles would still a 23
in that year~
Highway between Cantwell and Healy, with-Project
represent an increase of over 42 percent
of 1,530 vehicles. The relative impact of the Project on
on the Parks Highway tapers off as one proceeds toward
or from the Cantwell to Healy area, falling to 2 percent
AADT volumes around Anchorage and 10 percent over
volumes around Fairbankso Around Trapper Creek, project-related
on AADT volumes would be about 28 percent over baseline levelso
The Project's impact on AADT volumes for all interzonal road
after Project construction as the of Project
workers decreasea On the Denali Highway between Cantwell and
~ccess Road, with-Project volumes would fall from 444 vehicles to
or about percent over baseline volumes in
Projec.t~s Parks Cantwell
volumes would fall from vehicles 1990 (42
on
over
v.a..~o~~oua...,.;;;g) to 482 vehicles in 2002 or about 19 percent over
rates
area.
have the
Talkeetna, Trapper Creek 9
reflect the significant
that the9e communities would
of the Susi tna
as a
Cantwell AADT volumes by 3,200 vehicles over
or 359 percentg In Trapper Creek, project-related
over baseline levels of 1,500 would be
~ a of 560 vehicles through Healy would inc :rease
volumes by almost 63 percent. In 1990, project-related
43 percent increase in traff:f..c volumes
Projectts effect on high volume roadways would decrease after
construction peaks. In 2002, pro jec. t-rela ted vehlcles would
increases over bat3eline AADT volumes of 338 (18 percent) AADT in Tal-
' 1,059 (44 percent) AADT in Trapper Creek, 2~,486 (22 percent) AADT
Cantwell, and 4.36 (40 perce;nt) AA.DT in Healy. In ~lasilla, project-
related vehicles increase from 64 AADT in 1990 to 171 in 2002, or
0..,3 to Oct percent over baseline AADT volumes. This hlgh volume
was assumed to be dependent on Anchorage population l€!!Vels. In
age, secondary population influx combined with returiJaing
construction workers would cause project ..... related ]population to
from 1990 to 2002. Thus, project-related volume:s in also in-
crease over the same time periodc
4.3 TRUCK TRAFFIC
the a.
ments
cost ...
traffic road
Creek would not
Projecto As shown Table 4 ~ truck
volume was assumed to be
cu1an~:c1~~D.K Anchorage to Palmer
5
Wasilla9
Wa~illa to Houston under both the
scenarios"' The percentage of truck traffic for most
oe1twe~en Houston and Fairbanks was assume~d to about 13
AADT volume (ADOTPF, Annual T:raffic
; Frank Orth & Associates, Inc., 1984)o
1990, th~ project-related traffic effects would cause
of truck traffic to decrease slightly along the Parks Highway
Trapper Creek and Cantwelle Baseline truck traffic on this
expected to be 227 vehicles or about 17 percent of total
With-project truck traffic is expected to be 267 vehicles or
greater than 15 percent of total traffice
The only other segments where shifts in the proportion of truck
uf
are expected would be along the Denali Highway. Baseline truck traffic
in 1990 would be about 17 percent of the total AADT volume.. With-project
truck traffic between Cantwell and the Project Access Road would
to about 20 percent in 1990 while decreasing to about percent
the segment between Project Access Road and Paxson.
Types
Types
to Talkeetna Road Spur
Vehicle Types
Vehicle Types
Impa.c·t
Rd. Spur to T. Creek
Vehicle Types
Vehiclt~ Types
Impact
Talkeetna Road
Baseline Vehicle Types
W-Project Vehicle Types
Project Impact
Trap. Creek to Cantwell
Baseline Vehicle Types
W-Project Vehicle Types
Project Impact
Cantwell to Healy
Baseline Vehicle Types
W-Project Vehicle Types
Project Impact
4
16,944
17,424
480
9,102
9,710
608
2,402
2,834
432
1,816
2,288
472
951
1,079
128
1,353
1,744
391
1S)530
2»174
644
lll
1,
546
574
312
350
38
236
279
43
124
140
16
227
267
40
205
79
6
5
6
6
5
9
13
12
9
13
13
13
17
15
10
13
13
12
llil
1,
Road
96
444
Access Road
Types 96
Types 117
21 2
Road
Vehicle Types 0 0
Vehicle Types 724 70
Impact 724 70
Crossing
Baseline Vehicle Types N/A N/A
W-Project Vehicle Types N/A N/A N/A
Impact N/A N/A N/A
Palmer-High Volume Roadway
Baseline Vehicle Types 11,779 1$1178 10
W-Project Vehicle Types 12~~083 1,209 10
Project Impact 305 31 10
Wasilla-High Volume Roadway
Baseline Vehicle Types 2QSI746 1,245 6
W-Project Vehicle Types 20~810 1,249 6
Project Impact 64 4 6
Houston-High Volume
Baseline Vehicle Types 451582 275 6
ltl·-Project Vehicle Types 4,660 280 6
Project Impact 78 5 6
o Roadway
Vehicle Types
Vehicle Types
Impact
Volume Roadway
Vehicle Types
Vehicle Types
Impact
Access Road-Hi-Vol.
Baseline Vehicle Types
W-Project Vehicle Types
Project Impact
Roadway 1/
1,
2,930
1,
891
4,091
3,200
827
1,387
560
1,229
1~516
287
111
141
30
0
1,303
1~303
429
111
186 13
75
123 10
152
29 10
19 17
24 17
5 17
0 0
70 5
70 5
1/ Project Access Road High Volume Roadway assumes that the vehicle oc-
cupancy ratio is 1 worker per vehicle as compared to 1.72 workers
vehicle used on the interzonal road segment entitled Project
N/A--Not Applicable.
Sourceg ADOTPF, Annual Traffic Volume Reports, 1982 and 1983;
Engineering and Dames & Moore, 1983; and
Orth & , Inc~~ 1984.
over 5
of the report addresses the effect of the
Road expenditures can be divided
ma..J.D.II..t:Ilcu.u;e, 2) road construction, and 3) road
on
areas~
expenditures include snow removal, debris removal~
According to Department of Transportation officials~
expenditures were estimated to be approximately
foot roadway per year, regardless of AADT volumes
communication, 1984). Thus, the Pr:oject would not
road maintenance expenditures.
Project-related road construction expenditures would occur since portions
the Denali Highway were assumed to be paved. Present estimates for
the Denali upgrade would include $1.3 million dollars for purchase of
land along the proposed route (assuming an additional 100 feet of
right-of-way is purchased on each side of the highway) and between 2
and $42 million dollars for paving 21 miles between Cant't,Tell and the
proposed Project Access Road junction (Berkholder, personal
tion~ 1984). These expenditures be one-time expenditures and
not be affected by the volume of traffic created by the
(Berkholder~ personal communication, 1984)c
that affect
The second
the
characteristics are
(EJIU.) for a
occuro
into a
how often a road will need to be resurfacedo
procedures defined in the Guide for
of Transportation and Public
Technical Services, February 1982)e
on the number of hea~J trucks and the average annual in
were obtained from Tables 3 and 4 of this report. The
weight of heavy trucks on road segments located in
and Anchorage was estimated at 46,500 pounds (Moses,
communication, l985). The baseline gross average weight of trucks in
are
Re::gion (which includes the Fairbanks-North Star Borough~ the
Railbelt portion of the Yukon-Koyukuk census area, and the Southeast
Fairbanks census division) was estimated at 35,000 pounds (Fantazzi>
sonal communication~ 1985)o The weight of trucks that would be used to
transport Project materials was estimated at 53,000 pounds (Chamberlain,
personal communication~ 1982; Isler, personal communication, 1985)0
addition, axle load limits on the Parks a~a Denali highways were
to 20,000 pounds for double axle-dual tires that are each inches or
wider (Worley, personal communication, 1985)c
In order to determine how with-Project traffic volumes would affect
, a design
that was analyzedo
was
l'Iere
5
more
or
in the to
of Heal.y ..
Denali
traffic~ designed for
more than .3
on the lane carrying
significant loss in pavement design
(each weighing about 27 tons)
each to the site be tween 198 7 and 1994 o The
costs projected below are in addition to the cost
pave this 21 mile section of the Denali Highway as
remain unpaved under baseline conditions. The implied
to
life suggests a road resurfacing impact of $8 million over a
period or 213 percent over baseline road resurfacing costso
carrying traffic from the Project Access Road to Cantwell,
life would be shortened to 5 years (as project-related trucks would
un:oaded). Over a ten year period, the impact on road resurfacing costs
for this traffic lane would be about $3.6 million.
It would be possible to factor truck traffic into the initial
the Denali Highway and avoid road resurfacing costso However~ a
coat-benefit analysis would have to be conducted in order to
whether the increased up-front costs associated with designing a
of
initial pavement life would be lower than the present the
maintenance costs related to road resurfacing that would avoided in
future an initial design life of 10 years was ass;umed"
an was conducted as more
Design life (Years>
Palmer/Wasi I i
It
~~as ~I Anch,./Pa I mer
Wasii~a to Houston
to TK Road Spur
to T., Crsek
lv
Basel1 rae
tO
10
lO
10
&0
10
10
10
10
10
~~~•ia111a to Fa1rbaa1ks 10
Cantwell to • Ace. Road 10
.. Ace$ Road to Cantwel I 10
Paxson to ProJ~ Acco Road J! lO
9 .. 66
9 .. 90
93
9 .. 88
9 .. 70
9 .. 07
9 .. 80
9.54
~72
II
206
525
IIJ 743
9.02 1,900
25QI7
6~70
1 ..
25o25
3~ "51
~6 .. 37
~ o46
95 .. 68
38.,
9.,67 + 3 .. •!~ 597 ; 4
9 .. 79 + 2: .. ~4 375 46,.~4
3 .. 20 +212 .. ~50 37,190 2L.OO
5 .. 00 +100.00 17,500 21 .. 00
9.50 + 5o26 9,205 2lG56
Access Road 0 iO .. OO N/A N/A N/A
Cross I n g 0 l 0 .. 00 N/ A N/ A ~!/A
Palmer-HI Volume Roadway 10 9.82 + 1.83 31 I 0$53
Wasilla-Hi Volume Roadway 10 9.87 ~ 1.32 224 0~
Houston-H1 Volume Roadway 10 10.00 0.00 0 4e77
Talkeetna-H Volume Roadway 10 9 .. 30 + 7 .. 53 3.,808 10.,90
Trap.. Q-eek-H i gh Vo I ume Rdwy. I 0 8. 17 + 22.40 i 11 280 2" 34
Cantwell-High Volume Roadway ~0 5.61 + 78.25 13,694 27@32
Hea~y=Hfgh Volu~3 noadway 10 8.69 + 15.10 2,643 0~58
Nenana-High Vo1wne Roa~=tay !0 9 .. 40 + 6.38 I, 117 33Q02
Paxson-High Vnlume Roadway 10 7 .. 44 + 34 .. 40 6,020 21~56
Projac~ Acce:~i~ _:.~oad ______ o ____ t_o_._o_o _______ N_I_A _______ N_I_A _____ N_I_A_
il Twenty-one po1nt fifty-six miles of thls I 14.57 m11e road segment are pavedc
Source: A~aska Department of Transportat1on and Pub I tc Fact I Jties . ., D1v1s1on of Techn1ca~
Servtces, Materfals Sectlon, February, 1982.
Alaska Department of Publfc Safety, November, 1979.
Key Informant Interviews, 19850
on
0 to 2 percent in
Creek, to
to 15 percent at Healy~
on road resurfacing costs would range from
Wasilla to ,694 per lane-mile per in
include all human injury accidents, property
'g,"""'""".!l.~""'"""4.1.~"" 9 and animal road kill accidents o Historical total
rates for the road segments of interest varied substantially over
to 1983 period0 Due to the small number Df accidents that
changes in the number of accidents would significantly affect
5
!} to
the
rates e Thus, an historical three year average for accident rates
was assumed for rrojecting accident numbers. This procedure creates more
stable trends for projecting future baseline rates. Baseline rates were
assumed to apply for the with-project scenarioo
in Table 6, the Project would not increase of
accidents by more than five on any specific interzonal road
any year., In 1990, Project 9 S impact on ac.cident ranges
zero for Palmer to and Wasilla and to Anchorage
Palmer road segments to 5 for the Cantwell to Project Access Road
mente the absolute of accident
increal3es the number of project~related as
1 3 0 0 1
16 24
24
0 0 0 0 0
6 9 3 4
6 9 3 4 4
0 0 0 0 0
24 36 90 .... , ')
J,....,.,..,~
25 3d 91 114
1 2 1 1 1
to TK Rd. Spur
Accidents 5 8 10 12
Accideuts 5 9 11 13 15
0 1 1 1 1
to T .. Creek
AccidentH 10 14 17 20 23
Accidents 11 18 19 23 25
1 4 2 3 2
Talkeetna Road
Baseline Accidents 5 8 10 12 14
W-Project Accidents 5 9 11 13 15
Project Impact 0 1 1 1 1
Trap .. Cre~k to Cantwell
Baseline Accidents 9 11 14 16 19
W·uProject Accidents 10 14 16 18 21
Project Impact 1 3 2 2 2
Cantwell to Healy
Baseline Accidents 6 8 10 13
Accidents 7 11 12 15
t Impact 1 3 2 3 2
-
Rd"
Access Road
Accidents
W=Prcject Accidents
Impact
Arm Crossing
r~line Accidents
Accidents
Project Impact
Palmer-High Volume Rdwye
Baseline Accidents
W-Project Accidents
Project Impact
Wasilla-High Volume Rdwy.
Baseline Accidents
W-Project Accidents
Project Impact
Houston-High Volume Rdwyo
Baseline Accidents
W-=Project
Project
12 16
1 3
10
10
0
1
3
2
1
1
0
0
0
0
0
0
0
6
6
0
22
:l2
0
17
17
0
13
1
1
6
5
1
2
1
0
0
0
0
0
0
9
9
0
25
25
0
23
23
0
17
1 1 1
2 2
3 4
1
2 2
2 2 2
0 0 0
0 0 0
0 0 0
0 0 0
162 199
164 202
2 3 3
11 13
12 14 15
1 1 0
27 28 29
28
0 0 0
29 34
29 34
0 0 0
=--·-
W-Project Accidents
Impact
Paxson-High Volume Rdwy.
Baseline Accidents
w~Project Accidents
Project Impact
Project AR-Hi-Vol. Rdwy~ 1/
Baseline Accidents
W-Project Accidents
Project Impact
3
3
0
4
5
1
9 11
7
1
3 9
10 11
51 '•3
40 31
1 1 1 1
.lb.
1 1 1 1
0 0 0 0
16 19 21
17 23 24
1 4 3 I. .,.
1 1 2 2
1 2 2 3
0 1 0 1
0 0 0 0
2 4 1 2
2 4 1 2
1/ AR -Access Road,; Project Access Road High Vclume Roadway assumes
7
1
1
1
2~ •-"
3
3
0
0
1
1
that the vehicle occupancy ratio is 1 worker per vehicle as compared
to lo72 workers vehicle on the interzonal en-
titled Project Access Roade
' Traffic Volume Reports, 1982 and ,
ADOTPF, Traffic Safety Division, Printouts,
Q
;p
Harza~Ebasco Susitna Joint Venturell
w~11,
) ..
o7 percent
' 76
for Talkeetna
percent for Cantwell to
6 percent for Njenana to
Cantwell to Paxson (ADOTPF Sl Traffic. Safety Division
these percentages to values
that 12 project-related. accidents would occur on
between Cantwell and Healy in 1990 and occur
Anchorage to Palmer and Wasilla.
's impact on accident numbers for all interzonal road
decline after peak project employment is reached.. On the
between Cantwell and the Project access road, with-project
numbers would fall from 5 in 1990 to 2 in 2002e On the Parks
between Cantwell and Healy, the Project~ s effect on accident
would fall from 3 in 1990 to 2 in 2002~
general, baseline total accidents on high volume roadways increased
faster for communities in the southern part of the Matanuska-Susitna
than for north of Trapper Creeko For the
~ baseline accident numbers would increase by 7
IQ...Jl..l,IJI.'I;;.a.. v s high volume roadway and by 21 on Houston v s
, accidents
od, Healy 0 and 9,
com-
on
, the
to baseline
scenario"'
~ respectively~ over
would in
3
Human accidents are a subset of the ·to tal number
in section 4.5 and fatality accidents are a
accidents. These types of accidents are distinct
accidents discussed in section 4e7o
by
.31
animal
Human injury accident rates for the road segments that were analyzed
varied substantially over the 1981 to 1983 period o Due to the small
number of injury accidents that occurred, minor changes the number of
injury accidents would significantly affect injury accident rates~
three year average for injury accident rates was assumed for
human injury accident numbers. This procedure creates more stable trends
for predicting future baseline human injury accident rates G Baseline
human injury accident rates were assumed to apply to the with-project
scenario~ However 11 it should noted that when dealing
this small, variations in year-t~year figures could
the projectionse
of project=related injury accidents occurring on
with 4
pet'cent over
100 human injury
Healy 1990 the
terms~ project-related
roadways
project-related injury
~ with 15 in Cantwell
These two roadways
injury accidents 1990.
quite
fatality accidents occurring on all
high volume roadways would not exceed 11
project~related human fatality accidents occurring on
would no more than 3 in 1990~
4 "7 ANIMAL ROAD KILLS
For
accidents
An
injury
In
selected
road kills are a subset of the total number of accidents described
in section 4.50 These types of accidents are distinct from human injury
and fatality accidents discussed in section 4~ m
Historical animal kill rates for the road segments of interest varied
substantially over the 1981 to 1983 period~ Due to the small o£
road kills that occurred 9 minor changes in the number animal
kills would significantly affect animal kill rateso Thus, a three year
for animal road kill rates was assumed for projecting
kills, This procedure creates more stable trends for projecting
baseline animal kill accident rates~ Baseline animal road kill accident
rates were to apply to the with-project scenario., , it
should dealing with numbers small? variations
41
0 1 0 0
""\' 11 I
0 l 11
0 0 0 0
to Ancho
Injury Accid .. 1 .. 0 1 1 I
Injury Accid. 1 1 0 1. 1
0 0 0 0 0
AccidQ 6 10
Accid<ll 6 11
0 1 0 0
to TK RdQ Spur
Injury Accido 1 1 1 2 2
Injury Accido 1 1 1
Impact 0 0 0 0 0
o Spur to T. Creek
Baseline Injury Accid. 2 3 4 4 5
W-Project Injury Accid. 2 4 4 5 6
Project Impact 0 1 0 1 1
Talkeetna Road
Baseline Injury Accid. 2 3 4 5 6
W-Project Injury Accid. 3 4 5 6 6
Project Impact 1 1 1 1 0
Trap.. Creek to Cantwell
Baseline Injury Accido 3 3 4 5 6
W-Project Injury Accid~~ 3 5 5 6 6
Project Impact 0 2 1 1 0
to Healy
Baseline Injury 4 5 6 8 8
W-Project Injury Accid. 5 7 7 10 9
Project Impact 1 2 1 2
Accid.
Injury e
Impact
Aecess Road
Injury Accid.
W-Project Injury Accid.
Project Impact
Arm Crossing
~useline Injury Accid.
W-Project Injury Accid.
Project Impact
Palmer-High Volume Rdwy.
Baseline Injuty Accid.
W-Project Injury Accid.
Project Impact
Wasilla-High Volume Rdwy.
Baseline Injury Accid.
W-Project Injury Accid.
Project Impact
Houston-High Volume Rdwy.
Baseline Injury Accid.
W-Project Injury Accid.
Project Impact
J
0
5
5
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
0
5
5
0
7
7
0
1
6
6
0
0
1
1
0
0
0
0
0
0
0
0
0
4
4
0
6
6
0
9
10
1
7
0
0
0
0
0
0
0
0
0
0
49
50
1
5
5
0
6
6
0
12
12
0
0 0
1
0
0
0
0 0
0 0
0 0
60
61
1 1
5 6
6 6
1 0
6 7
6 7
0 0
0 0
R
Roadway
Accid.
Accido
.. Roadway
Injury Accid ..
Injury Accid.
Impact
Paxson-High Volume Roadway
Injury Accid.
W-J?roject Injury Accid.
Project Impact
Project AR-Hi-Vol. Rdwy. 1/
Baseline Injury Accide
W-Project Injury Accid.
Project Impact
1
1
0
3
4
1
4
10
6
0
0
0
7
8
1
0
0
0
0
0
0
2
0
4
7
3
4-
19
0
0
0
9
11
2
0
0
0
0
0
0
3
4
7 8
3 3
4
12 13
0 0
0 0
0 0
9 10
10 12
1 2
0 0
0 0
0 0
0 0
0 0
0 0
1/ AR -Access Road; Project Access Road High Volume Roadway assumes
that the vehicle occupancy ratio is 1 worker per vehicle as
0
0
0
1
e
0
0
0
0
to 1.72 workers per vehicle used on the interzonal road segment en-
titled Project Access Road.
ADOTPF, Annual Traffic Volume Reports, 1982 and 1983;
ADOTP~' ~ Traffic Safety Division, Computer Printouts,
1984;
Harza-Ebasco Susitna Joint Venture, Issue Paper-Executive
Draft Issue W-11~ October
47
In
were
of baseline
In
segments would be
Wasilla HoustonSI 5
' and 4 around the areao
, project-.. related impacts on animal road kills occur on
Wasilla to HoustonJ Talkeetna Road Spur to Trapper
to Cantwell, Cantwell to Healy, and the Project
The largest absolute project-related increase in these
accidents would occur on the Talkeetna Road Spur to Trapper
Trapper Creek and Cantwell, a project-related effect of 1
increase the total number of animal kills to 3.. The
(1).,
of project-related animal kills for all interzonal road segm~nts
decrease to 1 in 2002o
4o7.2 Hi8h Volume Roadways
Baseline animal road kills would be expected to increase on all selected
hi~h volume roadways from 12 in 1985 to 25 in 2002o:o The number of
.:_j~n.:.; unimal road kille expected to occur on high volume roadways in 1990
would be 15, 8 occurring in Houston and 4 occurring in Trapper Creekcy
In absolute terms, the number of project-related animal road kills occur-
ring on high volume roadways would be quite smallo In 1990, the combined
total project-related road kill accidents on high volume
9, th 4 in Trapper Creek, 2 on the
Access ~ and 2 in Cantwell e These three
animal in 0~
to Talkeetna Rd.
Road Kills
Road Kills
Talkeetna Rdo Spur to T.
Baseline Road Kills
W-Pr~ject Road Kills
ProJect Impact
Talkeetna Road
Baseline Road Kills
W-Project Road Kills
Project Impact
Trap. Creek to cantwell
Baseline Road Kills
W-Project Road Kills
Project Impact
Cantwell to Healy
Baseline Road Kills
W-Project Road Kills
Project
Spur
Crk.
0
2
2
0
0
0
0
7
8
1
1
1
0
4
4
0
2
2
0
2
2
0
0
0
0
0
3
3
0
0
0
0
11
12
1
2
2
0
5
6
1
3
3
0
2
3
1
0
1
1
4
4
0
0
0
0
27
0
3
3
0
6
7
1
3
3
0
3
3
0
1
1
0
5
5
0
0
0
0
35
1
3
3
0
7
8
1
4
4
0
3
3
0
1·
1
0
0
4
0
9
1
5
5
0
4
4
0
1
1
0
--
Rde
Road
Road Kills
Road Kills
Crossing
Road Kills
Road Kills
Palmer-High Volume Roadway
Baseline Road Kills
W-Project Road Kills
Project Impact
Wasilla-High Volume Roadway
Baseline Road Kills
W-Project Road Kills
Project Impact
Houston-High Volume Roadway
Baseline Road Kills
W-Project Road Kills
Project Impact
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
u
0
0
0
0
1
1
0
6
6
0
(
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
8
9
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
23
23
0
0
0
0
1
1
0
10
11
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
28
28
0
0
0
0
1
1
0
12
13
1
0
0
0
0
0
0
0
0
0
0
33
33
0
0
0
0
1
1
0
0
Volume Roadway
Kills
Road Kills
Nenana=Hi~Volo Roadway
Road Kills
W-Project Road Kills
Project Impact
Paxson-High Volume Roadway
Baseline Road Kills
Road Kills
Project Impact
Project AR-Hi-Vol., Rdwy. 1/
Baseline Road Kills
W-Project Road Kills
Project Impact
0
0
0
3
4
1
1
1
0
0
0
0
1
1
0
0
0
0
0
2
2
(
0
0
0
4
8
4
1
3
2
0
0
0
1
1
0
0
0
0
0
4
4
0
0
0
5
8
3
1
2
1
0
0
0
2
2
0
0
0
0
0
1
1
0
0
0
6
9
3
1
3
2
0
0
0
2
2
0
0
0
0
0
2
2
1/ AR -Access Road; Project Access Road High Volume Roadway assumes
0
1
0
0
0
2
2
0
0
0
0
0
1
1
that the vehicle occupancy ratio is 1 worker per vehicle ~s compared
to 1., 72 workers per vehicle used on the interzonal road segment enr ...
titled Project Access Road.,
Source: ADOTPF, Annual Traffic Volume Reports, 1982 and 1983;
AD01'PF, Traffic Safety Division, Computer Printouts,
1984;
Harza-Ebasco Susitna Joint Venture, Issue Paper-Executive
mary Draft Wildlife Issue W-11, October ; and
Frank Orth & ~ IncG, 1984e
ProjectS!
23 percent; for Healy,
' 227
the greatest
during the year of
~ Project effects would be expected along the Parks
junction to the Healy Road junction, along
, and along the Project Access Road. Average daily
umes on the Project Access Road would reach 724 vehicles in On
Highway, between Cantwell and the Project Access Road junction,
on AADT volumes from the Susitna Project would register
percent over baseline numbers or an additional 348 vehicles each day
On the Parks Highway between Cantwell aad Healy, with-project
volumes would represent an increase of over 42 percent in baseline
volumes of 1,530 vehicles. The impact of the Project on AADT volumes on
the Parks Highway would decrease from the Cantwell/Healy area towards
Anchorage or Fairbanks, falling to about 2 percent over baseline AADT
volumes near Anchorage and 10 percent over baseline AADT volumes around
Fairbanks. Around Trapper Creek, project-related effects on AADT volumes
would fall to 28 percent over baseline volumeso
The ject would have the largest relative impacts on. volumes
high volume segments in the communities of Talkeetna, Trapper Creek~
Cantwell, and Healy.. Again, these large increases reflect the
ject-related population that these communities
account a
5
along
Trapper Creek
the ject. only
the proportion truck traffic
1990~ baseline truck traffic on the
17 percent of the total AADT volume~
and the Project Access Road would increase to
1990 decreasing to about 15 percent along the
the access road ~nd Paxson.
5 ROAD EXPENDITURES
no impacts from the Project would occur on roadway maintenance Sl
would be a one-time expenditure on roadway construction for
Highway upgrade, costing between $33 million and $43 million
dollarse In addition, the Project would affect roadway overlay
According to the estimates presented in this report, the Denali Highway
and communi ties of Cantwell, Trapper Creek, and Healy would experience
annual increases in road resurfacing expenditures of greater than 10
percent e On the portion of the Denali Highway that 'VIOUld be paved under
the with-project scenario, road resurfacing costs woulc increase
between -8 million over a ten year period with the Project
communities nearest the Project '3iteli the absolute value of the
in road resurfacing costs over a ten--year period would range from
,500 Healy to ,500 per lane-mile CantwPll ..
the
occur
:the Healy -kv.'fl'~ '1:1' s. and
by
Trapper Cr
Again, these
that
have the
increases
construction and operation
the of
1990o In Trapper Creek, project-related
over the expected 11 baseline accidents w·ould occure The
of 1 accident to Talkeetna and 4 accidents
the number of total accidents to 5 and 23, respectivelyo
ACCIDENTS
would
on
The number of project-related injury accidents occurring on interzonal
road segments would be quite small during Project construction~ In 1990,
the project-related human injury accidents on all interzonal road seg-
ments that were analyzed would be 10, with 2 occurring on the Cantwell to
Healy road segment and 2 occurring on the Trapper Creek to Cantwell
segment. These ~•o segments would experience the greatest
increase in injury accidents in 1990 ~ On interzonal road segments, no
fatality accidents would occur as of Project construction~
The of project~related injury accidents occurring on
also be ~uite small" In 1990, the
injury on high
of
to accidentsc
5
to Houston 11
Creek,
dents equal one
animial kills on all
were analyzed would be , 4
4 occurring on the Project Road~ and 2
road kill would occur
to 2002@
Consultants Inc., et al. New
vv~~QQ4V~ Transportation Plan. Anchorage, AK:
Site
1982r.
"Structural Travel Demand Models: An
Application. ·• New Approaches to Travel Forecas-t:,i?&"
DC: Transportation Research Board, 1976, pp. 124-135u
Cleveland~ Donald E. and Robert L. Smith, Jr. "Time-Stability Analysis
Trip Generation and Predistribution Modal-Choice Models. e• New
roaches to Travel Forecastin ., Washington DC: Transportation
Board, 1976, pp. 76-86.
9 Robert and Sedway/Cooke (Urban and Environmental Planners and
Designers) I) ~~Appendix: Alaska Capital City Plan -Analysis of
Transit Potential"" Undated"'
Datum Engineerlng Company and Dames & Moore"
New Parks Highway -Wasilla, Ala.sk..!. c ,
ment of Transportation and Public Facilities~ December 1983o
1982~
Dave
Fred
0655h
Operator~
Safety Planner~
Public Facilities,
, November 30, 1984o
Department
Safety
Department of Transportation and
personal communication,
Swarthout, Project Manager, Alaska Department of
Public Facilities~ Interior Region, personal communication,
23, 1985~
Worley~ Clerk-Typist, Alaska Department of Commerce, ~f
Measurement & Standards, personal communication, January, 23,
definition
names is
~the to 'l'--he
of model~
The the
called
was developed on a
the following: 1) quantify in
areas; 2) handle multiple scenarios; 3)
tween the economic-demographic model and the traffic
accommodate sensi ti vi ty analysis~ In addition Sl the
package and its application for
procedures was demonstr~ted in the design and
's economic-demographic module.
t
on
o:t.
gravity
the Proj-
Exi~ting modeling software was chosen over custom programming of a
or using a timeshare statistical package for several reasonso r~ ~:~ use
of modeling software resulcs in a lower set-up cost (by avf l.g the
development time of programming) and has a lower operating :ost than
time-share systemss ~econd, the report-ffriting capability of the
allows any combination of variableo in the model to be displayed in a
reporte Third~ this software allows non-programmers to create and
the model.. Fourth, use of in-house software and computer
allows integration of the model with custom programming or statistical
analysis software., Some speed in running the model was
result of the choice of using a mini-computer rather than
options on a mainframea
A=l
tO
was
can be to
system was devisede
was divided 4 (
one-character field
is being These
data on often need to be
type of effect and area~
calculates the value of the variables with
the construction and operations phases,
account direct induced effects of the Project.
choices for this field are:
= Baseline Scenario
D = Direct Effects of Construction
E .... Induced Effects o.f Construction Phase
lt~ngth&
mtHiel
) '
I -Direct Effects of Project, including both construction and operations
effects
N -Induced Effects of Project~ including both construction and
operations secondary effects
P -Total Effects of Project
1/ Susitna Hydroelectric Project, Environmental Studiess
Q
5
6 ....
to
were
Municipality of Fairbanks
Anchorage
t
tra£
field is a two-character indicator that shows
place abbreviations.. The following .designations we. _
traffic model:
PA -Palmer
-Wasilla
HO -Houston
SU -Suburban
RU -Rural
TC -Trapper Creek
TK -Talkeetna
the designations
WC -Project Site
CN -Cantwell
HE ~ Healy
NE -Nenana
AN """ Anchorage
-Fairbanks
-Paxson
be BHVS2HO" This
the baseline average annual daily traffic on
in community of Houston&
SCF
TGR
TOR
TRK
TRP
UZT
Project Sit«~ Attraction Used
Number or Percent of
Number or PE~rcen t of in
Employment
Excursion T1:i ps
Exponents in Trip Distribution l..l. ..... ,.b .... .A .....
No$/Percent of Fatality Accidents
High Volume Roadway
No./Percent of Injury Accidents on
Adjusted On-·Way Interzonal Trips
Number or Percent of Moose Kills on
Number or Percent of Other Kills on Road
Number of Persons in Injury Accidents (r.ot
calculated at this time)
Population
Number or Percent of Animal-Related Accidents
on Road Segments
Scaling Factor in Trip Distribution Mod~l
Attraction Index
Trip Generation Rates
Trip Origination Rates
Number or Percent of Trucks in Traffic Volume
One-Way Trips
Travel Time Between Origin Zones
Unadjusted One-Way Interzonal Trips
Commercial Services Attraction Factor
Employment Attraction Factor
Housing Attraction Factor
Public Facilities and Services Attraction
Recreation Attraction Factor
were
4 ...,
5 -
6 .....
7 -
to
8 -Healy
is a
9 -
11 ....
to variables used to
destinations ov~r interzonal
were described by a 5-character designation divided
character field is defined the same as the first field
seven character designationsc The first two-character field defines
variable. In all cases, this variable, defined as RS, refers to
segments t) The last two-character field is the road segment iden-
It follows the numeric designations listed belowc
~ Anchorage to Palmer/Wasilla
-Palmer to Anchorage/Wasilla
03 -to Anchorage/Palmer
04 -Wasilla to Houston
05 -Houston to Talkeetna Road Spur
-Talkeetna Spur to
Trapper Creek
07 -Talkeetna Road Spur
08 -Trapper Creek to Cantwell
09 -Cantwell to Healy
10 -Healy to Nenana
11 -Nenana to Fairbanks
12 -Cantwell to
13 -Project Access Road
as
work-related
and
frequency of
different communities is
a reason to travel and the
is
available, travel time between one community and another 9
of traveling to one over
opportunities., These relationships are reflected
, traffic volumes over any road
to employment, population)) recreation, and road
characteristics of each communitye For this reason, a link
model and the economic-demographic module is made o
ensures that travel patterns are affected by changes in employment»
~Q~~v~, recreation, and road network characteristics within each
ty relative to other communities.
traffic model is linked to the economic-demographic module
external filese In other words, defined model outputs from the economic-
demographic module are written out to a data file external to the socio-
economic model~ "'Read•e procedures are then used to input the information
from this data file into the traffic model. Within the traffic
historical relationships between traffic volumes and employment and pop-
ulation characteristics of existing communities are determined~
historical relationships are then used in conjunction with the
population forecasts to determine traffic volume forecasts® A
is shown Figure lo
E
0
N .u .. ~~.a.
N .tl.r..J.'l!l.w,.a
N J':J.v.a:~.~~.".~.~~.
N
N .J!.A.II..!A ..... J!.;J.J!.&.~IA
N
N blll.i:ill.""'y.u::u.'l!
ft ... ,,.. .... ft ..... 'lr'll' N V~.ll.'Y~'I..a.
N BASELINE
N CHULITNA BASELINE POPULATION
N CANYON BASELINE POPULATION
N LANE BASELINE POPULATION
N HURRICANE BASELINE POPULATION
N PALMER BASELINE POPULATION
N WASILLA BASELINE POPULATION
N HOUSTON BASELINE POPULATION
UU&.,UVU BPOP2SU N SUBURBAN BASELINE POPUlATION
BPOP2RU N RURAL BASELINE POPULATION
BPOP20T N OTHER MAT-SU BASELINE POPULATION
t.I'I.IJ..L.uu BPOP50T N ALL M-S COMMUN~ BASELINE POPULATION
VV...,tiuVV BPOP5FN N FAIRBANKS BASELINE POPULATION
II.RU'....J$...1'U1.8 BPOP6AN N ANCHORAGE BASELINE POPULATION
UU...!J"'li'UU BPOP6FN N F-NS BOROUGH BASELINE POPULATION
VVeJIJVV BPOP6SF N SE FAIRBANKS BASELINE POPULATION
......... _................. BPOP6SW N SEWARD BASELINE POPULATION
003700 BPOP6KC N KENAI-COOK INLET BASELINE POPULATION
003800 BPOPSMS N MAT-SU COMMUNITIES BASELINE POPULATION
003900 BPOPSWC N l~ORK SI'l:ES BASELINE POPULATION
004000 BPOP6MS N MAT-SU BOROUGH BASELINE POPT1LATION
004100 ~noP6YK N YUKON-KOYUKUK BASELINE POPULATION
004200 BPOP6VL N VALDEZ-CHITINA-WHo BASELINE POPULATION
004300 Br~~3GL N GLENN~~ BASELINE POPULATION
004400 BPOP3VA N VALDEZ BASELINE POPULATION
004500 BPOPJCC N COPPER CENTER BASELINE POPULATION
004600 BPOP3GU N GULKANA BASELINE POPULATION
004700 N PAXSON BASELINE POPUJ~TION
004800 N LOCAL IMPACT AREA BASELINE POPULATION
N ANCHORAGE SUBAREA BASELINE POPULATION
N SUBAREA BASELINE POPULATION
N rUKON-KOYUKUK CoDe BASELINE
N BASELINE ........... ·:,-:.--a. ..... "' ...
N
N
N WATANA WORK
N CANYON WORK
N 'tJORK CAMP DIRECT
N
NA.AW.II>'l.ll.'lo.a.~'i-lo.!l
ftll'\'ir'll.t'lt"ol"'dl. N JI;G~i!.-~'\.
N N ?VII'\!1',11Rft'U'"''l!i<r
Y"'!''tt'l.ft<'tlf'f'/1''11' N t..II..,.II. .. VJI.~~"
"''"'-ll''"".ni,r9. N .I.'I.V.L~
N
N .a.n 'l.,u,&v.l.~\lii'..!OI
N DIRECT
N DIRECT
N DIRECT POPULATION
N KENAI-COOK INLET DIRECT POPULATION
N MAT-SU COMMUNITIES DIRECT POPULATION
IPOPSWC N SITES DIRECT POPULATION
VV'OJVVV IPOP6MS N MAT-SU BOROUGH DIRECT POPU1ATION
IPOP6YK N YUKON~KOYUKUK DIRECT POPULATION
IPOP6VL N VALDEZ-CHITINA-WH .. DIRECT POPULATION
IPOP3GL N GL~~ALLEN DIRECT POPULATION
IPOP3VA N VALDEZ DIRECT POPULATION
IPOP3CC N COPPER CENTER DIRECT POPULATION
IPOP3GU N GULKANA DIRECT POPULATION
IPOP3PX N PAXSON DIRECT POPULATION
N LOCAL IMPACT AREA DI~~CT POPULATION
N ANCHORAGE DIRECT POPULATION
IPOP8FN N SUBAREA POPULATION
009900 IPOP9 N RAILBELT REGION DIRECT POPULATION
010000 N OTHER DIRECT POPULATION
010100 IPOPll N STATE DIRECT
010200 NPOPlWl N SECONDARY POPULATION
N DEVIL SECONDARY POPULATION
010400 N SECONDARY POPULATION
..._._,_ ........ '0..6...., NPOPlVl N
010600 N Do N 'll.'ft'II'IT.T"r.aT
N VEU'Odon'J~
N ...... ..._,....,... ...
N
N 'l!ftftPI'Io"'Y
N n1".tr'!r _ trt'I'TTI'I"T"T
N SECONDARY POPULATION
N SECONDARY
N CENTER SECO~~ARY POPULATION
N GlTLKANA SECONDARY POPULA:riON
•u-'L-£..1< .• " .. NPOPJPX N PP...XSON SECONDARY POPULA~riON
N IMPACT AREA SECONDARY POPULA~riON
NPOP8AN N ANCHORAGE SUBAREA SECONDARY POPULATION
N FAIRBANKS SUBAREA SECONDARY POPULATION
N RAILBELT REGION SECONDARY POPULATION
NPOPlO N OTHER ALASKA SECONDARY POPULATION
Y...L"'!l'U'UU NPOPll N STATE SECONDARY POPULATION
PPOPlWl N WATANA WORK CAMP PROJECT-RELATED POPULATIOn
........... , .. ,.'LII PPOP1W2 N DEVIL CANYON WORK PROJECT-RELATED l~OPULATION
'-DJL..JJ-~'1\_,,..~ PPOP1W3 N CANTWELL WORK CAMP PROJECT-RELATED POPULATION
v.~~.....~~.,..vu PPOPl Vl N FAMILY VILLAGE PROJECT-RELATED POPULATION
U...L.JI..JUU PPOP1V2 N D. CANYON VILLAGE PROJECT-RELATED ]?OPULATION
015400 PPOPlVJ N PROJECT-RELATED POPULATION
015500 PPOP4CN N PROJECT-RELATED J?OPULATION
U..L...JIIUUIU PPOP4HE N PROJECT~RELATED POPULATION
015700 PPOP4NE N PROJECT-RELATED POPULATION
N MCKINLEY PARK PROJECT-RELATED POPULATION
N CREEK PROJECT-RELATED POPULATION
N .il.&':u..ll'.""'-'·IICJ•.ll.'l.l!."".&
U..LU..LUU ................. , .. "~ N GOLD V<!."--!.;,.LOI.Ii ...
N ;;) n.L':d:\J."UU'Il
N ........... , ..........
N UAJI&::I.""'.&;j
N ..... .~~..~. ..... .IY.Il..l!..l.'ll&;l;.
PROJECT-RELATED
TOTAL
CANYON WORK TOTAL
N 'll.'ft'!IW'I'Y'JI"'i' WORK CAMP TOTAL
N .~>lw,;.;;. ........ .~~. VILLAGE TOTAL POPULATION
N Do CANYON VILLAGE TOTAL POPULATION
N TOTAL POPULATION
N CANTWELL TOTAL POPULATION
N HEALY TOTAL POPULATION
il.ou-vuv TPOP4NE N NENANA TOTAL POPULATION
"""'"""-"''"-'"''"" TPOP4MC N MCKINLEY PARK TOTAL POPULATION
~u~ouu TPOP2TC N TRAPPER CREEK TOTAL POPULATION
TPOP2TK N TALKEETNA TOTAL POPULATION
vm.vvvv TPOP2GC N GOLD CREEK TOTAL POPULATION
TPOP2SH N SHERMAN TOTAL POPULATION
_,.;__lL.._ .. u .... TPOP2CU N CURRY TOTAL POPULATION
-~~-~~ TPOP2CH N CHASE TOTAL POPULATION
U&..A.6>VV TPOP2CL N CHULITNA TOTAL POPULATION
021300 TPOP2CA N CANYON TOTAL POPULATION
021400 N TOTAL POPULATION
021500 N HURRI~~ TOTAL POPULATION
L....JL<..OU'UI TPOP2PA N TOTAL
021700 TPOP2WA N TOTAL POPULATION
• .., .................... ""' TPOP2HO N HOUSTON TOTAL POPULATION
N TOTAL POPULATION
N TOTAL POPULATION
N POPULATION
N .D.II.'II'I...t.U.VJ!."\J:'li.'-=lr.L;.~
N F=NS BOROUGH
N
N ..,.&.~n,~~oA~J~.......,
N J!."""'"'L'l.~
POPULATION
TOTAL POPULATION
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT EHPLOYliENT
DIRECT EMPLOYMENT
DIRECT EMPLOi~
DIRECT EMPLOYMENT
DIRECT EMPLOYMENT
DIRECT
DIRECT
DIRECT EMPLOYMENT
DIRECT EMPLOYMENT
DIRECT EMPLOYMENT
DIRECT EMPLOYMENT
DIRECT
DIRECT EMPLOYMENT
DIRECT
DIRECT
DIRECT EMPLOYMENT
DIRECT
DIRECT EMPLOYMENT
VVLJ!A-.AU.!.'f.L,4.L.a.o1W' DIRECT
DIRECT
DIRECT
"'"'""""".:..vv &&AV'.L'L""ll'a.&.~~a S
VJO.'I.-II'.II.'ild.d s l'lJJ:d.l.U.U1iA
s
'IJ,J.Jl.,"'YUU &di.I..V'&.'-..J111WV s PROJECT SITE
_,."""b"'vv ZTOR3PX S P~..XSON
S ANCHORAGE
ZHVS2PA S J!,;&>llo.Ur.·.u.;aa.,.
.J..li..U''.IIv ZHVS2WA S WASILLA
ZHVS2HO S HOUSTON
UJ&..UUU ZHVS2TC s CREEK
V<a#-.a.vv ZHVS2TK S TALKEETNA
_,,..,.<II .. VV ZHVS4CN s CANTWELL
U.J&..JUV ZHVS4HE s
032400 ZHVS4NE S NENANA
V.J6.J~JV ZHVS3PX s PAXSON
N ANCHORAGE
N • .n..~~.,.~,·.u.;.e.s.,..
N WASILLA
N HOUSTON
N
N .r.~&.&~ • ...,.a..r.'NOao
N
033300 N
N A:u::ul.n.L,A
TRIP ORIGINATION
TRIP ORIGINATION
ORIGINATION
TRIP ORIGINATION
HIGH VOLUME RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
HIGH VOLUME TRIP RATE
BASELINE TRIPS
BASELINE TRIPS
&J/1~ ............ .&..11." ..... TRIPS
UA~• ........... &...~~.'II.I..i TRIPS
BASELINE
BASELINE TRIPS
BASELINE
N
"'''I'I"JPI"ftd"'illft'll'
7 N Jl.~u~.,..,.~~..~.,.l:':\
N
.!!J"-'""'' ................ L.I N .I.A~:a...ll.&A
UJU\IJI'UU A.ii"-' "'"''-'-...... ~,.LA N !.'I(J.:d.ln.IL'II&::t.
N
N
N
'Lf..UU""Wuv uu~•JI.G.li.JI..I.W N ZONES BASELINE UNADJ. INTERZONAL
S STATISTIC BUZTALL/BTRPALL
................ ""' S MULTIPLICATIVE FACTOR
N ANCHORAGE BASELINE HIGH VOLUME
N BASELINE HIGH
N BASELINE HIGH VOLUME
BHVS2HO N HOUSTON BASELINE HIGH VOLUME
N ~~PER CREEK BASELINE HIGH VOLUME
BHVS2TK N TALKEETNA BASELINE HIGH VOLUME TRIPS
BHVS4CN N CANTWELL BASELINE HIGH VOLUME TRIPS
Bh~S4HE N HEALY BASELI~m HIGH VOLUME TRIPS
BHVS4NE N NENANA BASELINE HIGH VOLUME TRIPS
BHVSSFN N FAIRBANKS BASELINE HIGH VOLUME TRIPS
"""""~'"""'"'n BHVSSWC N PROJECT SITE BASELINE HIGH VOLUME TRIPS
BHVS3PX N PAXSON BASELINE HIGH VOLUME TRIPS
BHVSALL N ALL ZONES BASELINE HIGH VOLUME TRIPS
uJuvvv QTRT102 N ANCHo TO PALMER TRAVEL TIME
QTRT103 N ANCH. TO WASILLA TRAVEL TIME
_ ......... ..,._."' ... "' QTRT104 N ANCH. TO HOUSTON TRAVEL TIME
u..Hu...,vu QTRT105 N .ANCHo TO To CREEK TRAVEL TIME
038400 QTRT106 N ANCH~ TO TALKEETNA TRAVEL TIME
U..JIYJUV QTRT1Q7 N ANCHe TO CANTWELL TRAVEL TIME
038600 QTRT108 N ANCH. TO HEALY TRAVEL TIME
038700 QTRT109 N ANCH. TO NENANA TRAVEL TIME
038800 QTRTllO N ANCHo TO FAIRBANKS TRAVEL TIME
038900 QTRTlll N ANCH. Po SITE TRAVEL TIME
039000 QTRT112 N ANCHo PAXSON TRAVEL TIME
..... ..., ............. ..., QTRT203 N TO WASilLA TRAVEL TIME
QTRT204 N TO HOUSTON TRAVEL TIME
...., .......................... N TO T. CREEK TRAVEL TIME
... .~.--..~~."""vv N TO TALKEETNA TRAVEL TIME
N TO
N
N
............. ..., ..... .., N
....... ~ ... ., ......... N SITE
.II.A'OI..AJ..&.dio> N • TO PAXSON
N TO CANTWELL
........ _....,,........ N TO HEALY
N TO NENANA
N TO FAIRBANKS
,..,_,. .... ...,....,.,_.. QTRT611 N TK. TO p G SITE
u-r.Jvuv QTRT612 N TKo TO PAXSON
""'.,..., ........ .., QTRT708 N CN. TO HEALY
U"'li'..II ... UU QTRT709 N TO NENANA
~ . ..1'-Jf..J .... vu QTRT710 N CN o TO FAIRBANKS
U""l'..J"'YUU QTRT711 N CN G TO p Q SITE
043500 QTRT712 N CN. TO PAXSON
043600 QTRT809 N HE., TO "'".._,,r;;w,,.c;;J.
043700 N HE. TO
U""ii'.J'L.IIvu QTRT811 N HEo TO Pe SITE
043900 QTRT812 N HEo TO PAXSON
.............. "-1~ .... QTRT910 N NE., TO FAIRBANKS
U"''''"'ll'..A.UU QTRT911 N ll TO p G SITE
U"'''""?.C.UU QTRT912 N TO
044300 N FNe Po SITE
N FN., TO PAXSON
............. , ......... -N P$S<J TO PAXSON
N ANCH~ TO
N
N
N
N
N
F'!."D''l'!l'!Vil'l'"lll'\n N
N
N TO Po SITE
N
N HOo TO
N HO o TO .~~.~.u.~.LI.&..a.'''""'
N HO. TO CANTWELL
N HO. TO HEALY
N o TO NENANA
N o TO FAIRBANKS
U"'ll'U&.UU '-.GL"--11.. . .11.. .................. N TO p G SITE
N o TO PAXSON
N o TO TALKEETNA
V"""i'UJVV QKTT507 N TC., TO CANTWELL
\.D"TUUUU QKTT508 N TC Q TO HEALY
QKTT509 N TC. TO NENANA
U""VVVVU QKTT510 N TC. TO FAIRBANKS
QKTT511 N TC. TO P. SITE
QKTT512 N TC. TO PAXSON
QKTT607 N TK. TO CANTWELL
QKTT608 N TK. TO HEALY
QKTT609 N TKo TO NENANA
049400 QKTT610 N TK. TO FAIRBANKS
049500 QKTT611 N TK. TO P. SITE
049600 QKTT612 N l'Ke TO PAXSON
049700 QKTT708 N CN. TO HEALY
049800 QKTT709 N CN. TO NENANA
049900 QKTT710 N CN o TO FAIRBANKS
050000 QKTT711 N CN. TO P. SITE
050100 QKTT712 N CN. TO PAXSON
050200 QKTT809 N HE. TO NENANA
050300 QKTT810 N HE. TO FAIRBANKS
'Lif-11 .......... ,._...... QKTT811 N HE e TO P. SITE
050500 QKTT812 N a TO PAXSON
050600 QKTT910 N NEe TO FAIRBANKS
QKTT911 N NEe TO P. SITE
N ., TO PAXSON
N FNe
N
N P0So
'-"' _., ...,__.._.,.., .9"\T:'IV''II"\n"''ni Vil'l s
s
TRAVEL
TRAVEL ., FOR KNIK
TRAVEL TIME o .FOR
TRAVEL TIME • FOR KNIK
TRAVEL TIME FOR
TRAVEL TIME FOR
TRAVEL T.IME ADJ. ::'OR
TRAVEL TIME ADJo FOR
TRAVEL TIME ADJ o FOR KNIK
TRAVEL TIME ADJ. FOR KNIK
TRAVEL TIME ADJ., FOR KNIK
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ to FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK A&."i
TRAVEL TIME ADJ o FOR KNIK ARM
TRAVEL TIME ADJ o FOR KNIK ARM
TRAVEL TIME ADJ o FOR KNIK ARM
TRAVEL TIME ADJ o FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK
TRAVEL TIME ADJ'e FOR KNIK ARM
TRAVEL TIME ADJ. FOR KNIK ARM
TRAVEL TIME o FOR AR..M
TRAVEL TIME ADJ. FOR KNIK
TRAVEL TIME .. FOR KNIK
TRAVEL TIME ADJ. FOR
TRAVEL TIME FOR KNIK
ADJ. FOR KNIK
G -HOUSING
FAC. WEIGHTS
-COMMERCIAL WEIGHTS
-EMPLOYMENT WEIGHTS
.~~..~~.~ .. .~..~~...., N HO"' -RECREATION WEIGHTS BY ......... -... A.._ .. ,.
N TOTAL ATTRACTION WEIGHTS COMMUNITY
\~T.lll'fll)r:rn N ATTRACTION WEIGHTS BY COMMUNITY
VJ"ToJVV QWTH2TC N TC0 -HOUSING WEIGHTS BY "-''-'"'•16AV'&'I..IIo
U.J""'f..,.VV QWTP2TC N TC.. -PUB~ FAC.. WEIGHTS BY COMMUNITY
V..J...,. . ..,..,... QWTC2TC N !C" -COMMERCIAL WEIGHTS BY COMMUNITY
Ud'I"'TY'VV QWTE2TC N TC. -EMPLOYMENT WEIGHTS BY COMMUNITY
N TC. -RECREATION WEIGHTS BY COMMUNITY
.... wJ""'!lv·...,..., Q~TI2TC N TOTAL ATTRACTION WEIGHTS BY COMMUNITY
_,-.r.,., ... ...,. QSWT2TC N SQUARED ATTRACTION WEIGHTS BY COMMUNITY
.~~..~..~~. ............ N -HOUSING WEIGHTS BY COMMUNITY
UJJ..Il..VV QWTP2TK N 0 FAC., WEIGHTS BY COMMUNITY
QWTC2TK N TKG -COMMERCIAL WEIGHTS COMMtfRITY
-11-!J.,uu QWTE2TK N TKo -EMPLOYMENT WEIGHTS BY COMMtJl'iiTY
~-"_,.._.. ..... ,.,.. QWTR2TK N TKs -RECREATION WEIGHTS BY COMMUNITY
QWTT2TK N TOTAL WEIGHTS
055600 QSWT2TK N SQUARED WEIGHTS COMMUNITY
055700 N CN.. -HOUSING WEIGHTS BY vvL·Ju.·.~,y,~..~..t..a.
U..JI.J'VVV QWTP4CN N -PUB~ FAC. WEIGHTS BY COMMUNITY
QWTC4CN N WEIGHTS
QWTE4CN N
056100 N WEIGHTS
N WEIGHTS
N """lu.n.~.:u.:UJ ATTRACTION WEIGHTS
.._ • ..,._._ ... ""'"""'''"IU.JI N -HOUSING
o FACo
N HOUSTON
N CJY.'II\.,6i.JI.VI.~"\:,A,;.I
N
N ....................... ..,.,.
N HOUSTON
'li'lim"''J'>"'IM.t'i N ,Jl.E.i.l.~~ • .ll.d.ll..l.1is.lio
N CANT\'ELL
QBHE2TC N
......... ~·"'"""'......... QBNE2TC N NENANA
.... ....,_,.....,....,..... QBFN2TC N FAIRBANKS
vvvvvv QBWC2TC N PROJECT SITE
UU.E..11AV QBPX2TC N PAXSON
VUU&.VV QBSF2TC N TRAPPER CREEK
UYV-.J'VV QSCF2TC N TRAPPER CREEK
UVV"TVIlJ QBAN2TK N ANCHORAGE
UUU.JU'VI QBPA2TK N PALMER
"""-"U'"-"1!.1""" V./IJ'I'1'~.11 ... ,., N WASILLA
QBH02TK N HOUSTON
QBTC2TK N CREEK
QBCN2TK N
06 7000 QBHE2TK N ... ,.Ao.i&;;LIId.ll.
067100 N .n~.,.n.a.~1..n.
067200 QBFN2TK N
N PROJECT SITE
QBPX2TK N PAXSON
QBSF2TK N .L~&A.'Y!.:I!JI,;.i.LJ.,I~
QSCF2TK N .~~.c.u..u.~JLJ.II.JI,~~
QBAN4CN N .n,,n,.,,u.iVJ~urA:.t
•.. "..-...... -..... .,. N
\...1.:1..0'1111£1""1!' ..... A'II N H&"'"-''.II..,I,.U..Y:ll.
~.I'IJVVVV UJl./IJ..JlV"'iJ'"-.1.!.'11 N HOUSTON
N
............... .-.......... , N ..~.c:u..u.~.l;A.LJ.''&;:II.
SCALING
SCALING
SCALING FACTOR ~.~vv.~.l'.
SCALING
SCALING FACTOR CALCULATIONS
SCALING FACTOR V.lla.lt.IVV.,ji..M;';II,,II..dl.V' ... ,
SCALING FACTOR
SCALING FACTOR ~"""""''~.!!.
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
~.~~..uu FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR SUM
SCALL'i\JG FACTOR
SCALING
SCALING
SCALING
SCALING
"""""&li..U.L.I.l\JI FACTOR V~.IYV.~.I!.
N
VUW'-'I""'L'IJ:.I N PROJECT SITE
N
N NENANA
N .!.'G.&.;U'i.n.L"LL::fi.
N ANCHORAGE
N
QBWA5FN N WASILLA
QBHOSFN N HOUSTON
QBTC5FN N TRAPPER CREEK
N TALKEETNA
QBCN5FN N CANTWELL
QBHE5·FN N HEALY
QBNESFN N l'll.t.tJ.:'fAL"4i.n.
072500 QBWCSFN N PROJECT SITE
072600 N PAXSON
QBSFSFN N
QSCFSFN N
072900 N ANCHORAGE
0 7 3000 N .A; .n.u.~.-~"
VU!lll'n...lli1U..6 N ................ -...-...
.. ~ ........ ,~ ....... ti ..... N HOUSTON
CREEK
SCALING FACTOR ~.~~..., ..... ~.~..a.v~~."' .....
SCALING FACTOR v.n.a..•vu,.~.~~o . .!l.v""
SCALING FACTOR "'~,....,.., .. g,y; .. .c.""""" .. ~ ...
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SCALING FACTOR CALCULATIONS
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR CALCULATIONS
SCALING FACTOR
SCALING FACTOR
SCALING FACTOR CALCULATIONS
SCALING FACTOR ~"'"'"'"~.li...L
SCALING
SCALING FACTOR CALCULATIONS
~:.ww·..;,A'I""' FACTOR '-'.n.&..!'l.l\l.l!,U;'l!.,.L..L,VA''IU
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N ANCHORAGE
"l"''"'~•:.t.li. N ... .S....,.,..JI\aiblbolii!. ..
N HOUSTON
N CREEK
N TALKEETNA
QKCN2i .. ~ ~ CANTWELL
QKHE2PA N HEALY
N NENANA
QKFN2PA N FAIRBANKS
077700 QKWC2PA N PROJECT SITE
N PAXSON
N II; A..I.JIL'~\,
Oi8000 QKCF2PA N PALMER
\.[~..&"""'"'.a.. N ANCHORAGE
QKPA2WA N PALMER
078300 QKH02WA N HOUSTON
078400 QKTC2WA N TRAPPER CREEK
078500 N .L&:LII..U.~I.Oi ...... ~.&.•
"'f""""""''"'""""'"''"" ... N .... llli...,.,, ...... ~ ............
\.{.l"I•UL.Id&.ll'll&."ll. N
'-t.l"l.~I.Q&.lr',C.I!. N .l'IIJ:.t.l.,'ll.f:lU.'Iift
'"'ll'i!'l!~dn.n N
~u& ........ , .. AL.lll'.""" N PROJECT SITE
N
N n&::~~.u·.!l..II..I..I.Kll.
N """""'""' ...... """""'" .......
..,.._,.a. .......... FACTOR
""'-'A-ll.l..&,.1.1iU" FACTOR
SCALING
SCALING
SCALING FACTOR
SCALING FACTOR
SCALING FACTOR CALCc
SCALING FACTOR CALC.
SCALING FACTOR CALC~ FOR
SCALING FACTOR CALC. FOR
SCALING FACTOR CALC. FOR KNIK
SCALING FACTOR CALCG FOR
SCALING FACTOR CALC. FOR KNIK
SCALING FACTOR CALC. FOR
SCALING FACTOR .. FOR
SCALING FACTOR CALCo FOR
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALC. FOR
SCALING FACTOR CALC. FOR KNIK
SCALING FACTOR CALCo FOR
SCALING FACTOR • FOR
SCALING FACTOR CALCe FOR
.......... ,..IU..L ... ,Iv FACTOR " FOR
SCALING FACTOR e FOR
SCALING FACTOR o FOR
SCALING FACTOR
SCALING FACTOR
SCALING
SCALING
SCALING FACTOR
SCALING FACTOR o
SCALING FACTOR CALCo
SCALING FACTOR
SCALING FACTOR
SCALING FACTOR CALC~ FOR
SCALING FACTOR CALCo FOR
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALC. FOR
SCALING FACTOR CALC~ FOR
SCALING FACTOR CALCo
SCALING FACTOR CALCe FOR KNIK
SCALING FACTOR o FOR
SCALING FACTOR • FOR
SCALING FACTOR CALC. FOR
SCALING FACTOR CALCo FOR KNIK
SCALING FACTOR CALCo FOR
SCALING FACTOR CALC. FOR
~[;]bY.!~ V.ll.'lo. CALC e FOR
SUM
rJ\..tn..t.~..L.I.'~\.7 FACTOR
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SCALING FAC1'0R
SCALING FACTOR
SCALING
SCALING FACTOR CALC~ FOR
SCALING FACTOR
SCALING FACTOR CALC., FOR
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALC. FOR
SCALING FACTOR CALC., FOR KNIK
SCALING FACTOR CALCe FOR KNIK
SCALING FACTOR CALC., FOR
SCALING FACTOR • FOR KNIK
SCALING FACTOR CALC. FOR KNIK
SCALING FACTOR CALCa FOR KNIK
SCALING FACTOR CALC., FOR
SCALING FACTOR CALC. FOR KNIK
SCALING FACTOR CALC eJ FOR KNIK
SCALING FACTOR CALC o FOR KNIK
SCALING FACTOR SUM
SCALING FACTOR
SCALING FACTOR CALC e FOR KNIK
SCALING FACTOR CALC. FOR
SCALING FACTOR CALCe FOR
·~~·&.tVI.'i.n..L.i TRIP
INTERZONAL
INTERZONAL
INTERZONAL
INTERZONAL
INTERZONAL DISTRIBUTION
INTERZONAL TRIP
INTERZONAL TRIP
INTERZONAL TRIP
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAIJ TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL DISTRIBUTION
......... ,~v~."ii.n...u TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
.... 'I!I ... .&..M.-~~·'q"'llo.ll.d TRIP
... .~~ .. ;,., .. ,....,....,.~~.'QJni,..U TRIP DISTRIBUTION
INTERZONAL
e TO ""'~ .......... ~"'";),
TO HOUSTON
..II.Ud.UV.J N 4} TO
1.(.4!.~'.,."-~''"'"" N HEc TQ TALKEETNA
N
N TO n..l::d.l.tu'f.A
V.L<Il'.t.I..V..!i.V N HEe TO FAIRBANKS
V..!l.""'.lloV.Il'-""" N HE 0 TO p 0 SITE
'"''"""'~~'"'1'10"" QIZT812 N HEe TO PAXSON
QIZT901 N NE. TO ANCH.
QIZT902 N II TO PALMER
UV41!JV QIZT903 N NEo TO WASILLA
-'L"N1UIL..1Lli1L6 QIZT904 N 0 TO HOUSTON
.li..VUoJVV QIZT905 N NE .. TO T. CREEK
_._ ........ ,"""'"-"""" QIZT906 N NE. TO TALKEETNA
.~>.VVJVV QIZT907 N NEe TO CANTWELL
QIZT908 N NE. TO HEALY
100700 QIZT910 N NE. TO
...!l.U'L.fii.IUV QIZT911 N NEo TO P e SITE
QIZT9l2 N NE. TO PAXSON
101000 QIZTOOl N TO ANCHe
101100 QIZT002 N FNo TO PALMER
101200 QIZT003 N TO WASILLA
101300 QIZT004 N FNe TO HOUSTON
101400 QIZT005 N FN. TO Te CREEK
.L....,...,VJvv N FNo TO .ll."'ll....U~.a.;,.JS..:.1!d;lo
..JI.U..!l..UVV QIZT007 N FN .. TO 'L.ltiC11.1 • ..1!...11'ffJL.AJLAJI...I
101700 QIZTOOS N TO .................... ..
QIZT009 N TO Jl.'II.&OI.I.'II."'"""&.a.
_.._ ......................... QIZTOll N TO P. SITE
QIZT012 TO PAXSON
..!bW.J!..Il..~ N Po TO ANCHQ
N Po
.!laWd!. __ ..,.. N PQ
..JI.U&.""''''UV \(..!l,.&olld!.,,&,..M .. -r' N !)
INTERZONAL
INTERZONAL
INTERZONAL
INTERZONAL
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP ....,..~~. ... .~~."'"'·•J!Jv'.ll...ll.' .. ~.,
INTERZONAL TRIP
INTERZONAL TRIP
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
.ll.i.'II.I~.I!..;I.L'\.&.IV.I,''II~ TRIP
INTERZONAL TRIP
..!o.l.'!l.l.!..uJL'-&Ii'·FI·'II&".l'!....ool TRIP
INTERZONAL
INTERZONAL
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VJ.d .. VV """""'-""1.11>-<ii .. Y N
.l!..UJ&VV '"'"""'-"""do""'""""'"""' N
..L.VJ,JVV L"-!i.&~.ll..&.ol!.&. N
TO .a..Lifi!o.U.n.IL'II~ INTERZONAL
TO Po SITE
.. TO PAXSON
N ~~" TO .ANCH.
N PA ..
..r..vJvvv RIZT204 N PA.
RIZT205 N PA.
.&.v.Jvvv RIZT206 N PAe
RIZT207 N
d..UVVVV RIZT208 N PA.
.JJ..'l!.RU..JI..U'l!.N RIZT209 N PAo
.LUV&YV RIZT210 N PA.
~ .. ...,~.n . .a'UI RIZT211 N PAo
..II..UU""ll'VV RIZT212 N PA.
.&.UVJV'IJ RIZT301 N
RIZT302 N
RIZT304 N
.ti.VVVVV RIZT305 N
106900 N WAQ
107000 R:ZT307 N
107100 N WAo
107200 N WA.
107300 N WA.
"'"4'"'~·-· .. -N
.................. -..... -N
RIZT401 N HOc
TO WASILLA
TO HOUSTON
TO T~
TO TALKEETNA
TO CANTWELL
TO HEALY
TO NENANA
TO FAIRBANKS
TO Po SITE
TO PAXSON
TO ANCHa
TO
TO HOUSTON
TO T.
TO TALKEETNA
TO CANTWELL
TO .~..a.~~.a.
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TO PAXSON
TO ANCHo
PALMER "'".L""•"".,."'"'""" N
A.'>....JLLJI.A._,..._,_, N o TO .... && ... ..L ........... ,..
.&.......,._&. ................... N
.!<..U'UIUUU &1to..JI..&<I.I!."V'I.VV N
N
INTERZONAL
INTERZONAL TRIP ........................ ._ ............. ..., ... ..
INTERZONAL TRIP
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP ·DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
..1..4"..1"'~"'"'·"".~~.·~&llo.!U TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
DISTRIBUTION
DISTRIBUTION
.II.JI,;,I;&1"4.8'-".I.'Ii&'LU TRIP DISTRIBUTION
.&,.IUJI,~•&o!Y.A.,.~ TRIP .., ..... llo.,.I!.A'-· ............
.11..A.;M.,....wv.a.ll6.l.l.l TRIP v'ft'!f1'ntvr•'ll."ll'
.A.nJI.~&.vJ.·'Il.n..L.I TRIP
INTERZONAL
p. SITE
PAXSON
TO ANCH.
TO PALMER
·ro WASILLA
TO HOUSTON
TO T. CREEK
TO TALKEETNA
TO HEALY
TO NENANA
TO FAIRBANKS
TO P .. SITE
TO PAXSON
TO ANCHe
TO PALMER
TO WASILLA
TO HOUSTON
TO T·o CREEK
TO TALKEETNA
TO CANTWELL
TO .l.'t&.J.&., ... &.!.'II&;'3,
INTERZONAL
INTERZONAL
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INT~~ONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL DISTRIBUTION
••".ll..&;;ldl.""'"va.·•r.u..~ TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
INTERZONAL TRIP DISTRIBUTION
DISTRIBUTION
DISTRIBUTION
.ll..a.;o&., .. &.JvJl.'ll&:'li..J!mt TRIP DISTRIBUTION
TO t'fl!!llfl!U"Ui.
SITE TO
SITE Pl\JCSON
J;~'"'""'"''l TO ANCHe INTERZONAL
........... ~ .. ..,..... TO INTERZONAL
.c:a.n. .... v ... ,. TO INTERZONAL TRIP DISTRIBUTION
.... ~ ... t-!...11.. ... ~-rt N PA"iCSON TO HOUSTON INTERZONAL DISTRIBUTION
.~~..~~ov._,...,...., .r.'-1. .... , ...... .~~ ... ., N PAXSON' TO T. CRK. INTERZONAL
.... .11. .... ""u N TO TKXNA INTERZONAL
N PAXSON TO INTERZONAL TRIP DISTRIBUTION
4"'--l.tli.l.&,...r...::•v N PAXSON TO HEALY INTERZONAL TRIP DISTRIBUTION
N PAXSON TO ~~ANA INTERZONAL DISTRIBUTION
.~~. ............. .-.... 41...... N PAXSON TO FNBKS.. INTERZONAL TRIP DISTRIBUTION'
lUZT12P N PAXSON TO P. SITE INTERZONAL TRIP DISTRIBUTIJN
N ANCHORAGE AADT INT&~ZONAL TRIPS ON ROAD SEGiiEN
N PALMER AADT INTERZONAL TRIPS ON ROAD SEGMEN
N WASILLA INTERZONAL TRIPS BETtri·., WA AND A
N HOUSTON INTERZONAL TRIPS BET'L HO W
N TRAPPER CREEK AADT INTERZONAL TRIPS BETW e HO T
N CREEK AADT INTERZONAL TRIPS TC H
118100 N TALKEETNA INTERZONAL TRIPS TK H
118200 BR.S08 N TRIPS BET\~ G CN T
118300 BRS09 N HEALY AADT TRIPS HE C
N MDT INTERZONAL TRIPS o NE H
..a..bu.JvY BRSll N P~T TRIPS BETW ~ N
••vvuv BRS12 N PAASON TRIPS BETWf> PX AND C
BRS13 N PROJECT SITE AADT TRIPS & C
N ARM CROSSING INTERZONAL H
N ON GLENN H\tJY o
N ON \j{.JI,.II.i;;uo'!;.a."
N liASIIJA
N HOUSTON
N.,.&;l!t. .... ~~
T.i'!l"'IP':I'fft4"11V\l"l'\ N HOUSTON
CREEK
.b&&..!ii.VV """"""'""''* .... ..~~ .... ,.. N .r..~u.-.t.ll.doii"A~~
..;;.&,.....,&m'UU ................ -v ........ N ""'""-''•"·~~
N l.A~:;y,J.r.
........ "'ii'VV ............................ , • .L< N 1"1J:&J.'tft.l'ljift.
N
.JI..&:.&.UUU ""'"'~'""'""'~'\1''\f'A N PROJECT SITE
EUZTJPX N PAXSON
.&.1/t.o.&..UVV EUZTALL N ZONES
ADJUST2 S ADJUSTMENT
.l!.d!s...,VVV ADJUSTE s MULTIPLICATIVE
.. ...,..,-lb...,..., EIZT6AN N ANCHORAGE
..l!..& • ..,""'u'l..l' EIZT2PA N PALMER
.""..,..~vv EIZT2WA N WASILLA
........ .J-ruv EIZT2HO N HOUSTON
.~~. • ..,..,vv EIZT2TC N CREEK
..b&..JUUV EIZT2TK N TALKEETNA
123700 EIZT4CN N CANTWELL
123800 EIZT4HE N HEALY
123900 EIZT4NE N J.•u:.. ... ,tu.,.n.
124000 EIZT5FN N
124100 EIZT5WC N PROJECT SITE
124200 EIZT3PX N A.C:o...n.. ........... ,.
124300 EIZTALL N ZONES
124400 ERSOl N ANCHORAGE AADT
N AADT
N ""~JIJ..ii...I.JI ........
N HOUSTON AADT
N CREEK
N
N ,m.~.u.~.!U41.'1l;A
N
N
N n,L;,U.,,r::u .. &:ll.
N
SECONDARY ~.U .. II4:11.11Ji'V
SECONDARY UNADJ.
SECONDARY •
SECONDARY UNADJ ..
SECONDARY UNADJ ..
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FACTOR
SECONDARY UNADJ. INTERZONAL
SECONDARY UNADJ o INTERZONAL TRI
SECONDARY UNADJ II INTERZONAL
SECONDARY UNADJ o INTERZONAL
SECONDAllY UNADJ o INTERZONAL TRI
SECONDARY UNADJ ..
SECONDARY UNADJ o INTERZONAL
SECONDARY UNADJ G TR.I
SECONDARY UNADJ o INTERZONAL
SECO~TDARY UNADJ,., INTERZONAL
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SECONDARY UNADJ. INTERZONAL TRI
SECONDARY UNADJ .. INTERZONAL
,L,l.;,I,II.,•.C..V.&?U~ TRIPS ON
DIRECT ,.ii.,.I.'I.I .. .....,...,..A!O;IVJI."Gllo.M
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A&vvvv """-"'-"""' .... """'"""'" .. ""' N DIRECT .J.,nJbJ..;U.l.iL<IVJ.'\l.n..LI
N DIRECT INTERZONAL
..L.&.u""vv -..~~..., ... ,., ... """"' N OTHER ALASKA DIRECT INTERZONAL TRIPS
.L6>"'"...,""v DIZT3PX N PAXSON DIRECT INTERZONAL TRIPS
.,,.""u""'uv :ut.d. ....... .~." .... ·"'""' N' OUT-OF-STATE DIRECT INTERZONAL TRIPS
JI..&.U..Iif'LIU DEXTlVl N VILLAGE DIRECT INTERZONAL TRIPS
d..&.uuvv DEXTlWl N WORK CAMP DIRECT INTERZONAL TRIPS
...,.......,. .................. N EXCURSIONS BETWEEN AND ACCESS
.L..:;.uuvu DEXT12B N EXCURSIONS BETWEEN PAXSON .AND ACCESS
DTRUCKS N TRUCKS BETWEEN CANTWELL ACCESS
DSUPPRT N SUPPORT VEHICLES BETWEEN CANTWELL ACCESS
..r..& d, .... ..,..., DOFFICL N OFFICIAL VEh.i~!__ ~S BETWEEN CANTWELL ACCESS RD 0
DIZT5WC N WORK SITE DIRECT INTERZONAL TRIPS
DRSOl N ANCHORAGE TRIPS ON ROAD SEGMEN
DRS02 N PALMER AADT INTERZONAL TRIPS ON SEGMEN
129500 DRS03 N AADT TRIPS BETW. A
DRS04 N HOUSTON AADT INTERZONAL TRIPS BETWc W
129700 N CREEK INTERZONAL BETW o M
129800 N CREEK AADT INTERZONAL BETWc M
129900 N AADT INTERZONAL M
130000 N TRIPS T
N HEALY TRIPS C
N TRIPS H
N TRIPS
N TRIPS BETWe
N TRIPS P
N PROJECT SITE ON ~'VY'.L.IW ...
N
N c.u.'!l,,u,JI. v.~.~,.;r.u
N
ON
ON
ON
ON u.;.;u...,,~.
ON &1'&01&11.&<U.d.a..
SITE .AADT ON PROJECT ~v,.~~.a.;,u
............ & ........ ~, ...... N ARM CROSSING OI~ KNIK CROSSING
135000 TRS12B
135100 TRS13
135300 TADTOl
1.35400 TADT02
..».....JIJJ'UV TADT03
TADT04
TADT05
.I!....J/JUVV TADT06
TADT07
N ANCHORAGE AADT INTERZONAL TRIPS ON
N A.ADT INTERZONAL TlUPS ON
N AADT INTERZONAL TRIPS BETW o
N HOUSTON AADT INTERZONAL TRIPS BETWo
N TRAPPER CREEK AADT INTERZONAL TRIPS BETW a
N TRAPPER CREEK AADT INTERZONAL TRIPS BETW o
N TALKEETNA AADT INTERZONAL TRIPS BETW ..
N A..WT INTERZONAL TRIPS BETWo
N HEALY AADT INTERZONAL TRIPS BETW c.
N NENANA AADT INTERZONAL TRIPS BETW o
N AADT INTERZONAL TRIPS
N CANTWELL INTERZONAL TRIPS
N PAXSON AADT. INTERZONAL TRIPS BETW e
N PROJECT SITE INTERZONAL TRIPS
N CROSSING INTERZONAL TRIPS BETW~
N ANCHORAGE AADT ON HWY o TO
N AADT ON GLENN HWY. TO
N WASILLA MDT ON TO Y.l'..l.ll;;u.'U,'III
N HOUSTON ON TO
w
M
TC r-1
TK AND M
CN T
HE C
NE H
FN N
PaSo & C
PISS® & p
PoSo & C
H
N CREEK AADT ON ~~ F, rlvt~J.allA·"'.n.N
N CREEK ON FG TCe
N ON TO
N , TO
N OR ,.;.n..r.~~
N ON
N
N
N
N
N
N n.L'I!\.,JnVJ~\lrJ:o
N .!1;;&.1\JUII.·~""
N V'f&~""''.L.!bii.L~
.!k~ll'u'~ii'uu fl!'l'il'T'il'1rt"' <l'll'l'''lfilf'\ N PROJECT-REL c
N PROJECT-REL •
..!.....JIUU'UU ll'ftWTV,It't41"iii'li'IY? N PROJECT-REL 0 HIGH
N PROJECT-RELe
N PROJECT-RELG
N PROJECT-REL.
N PROJECT-RELm
N PROJEC~ ~ELo HIGH VOLUME
N PROJEC,.: e HIGH
N ZONES PROJECT-·A.-." ~. HIGH VOLUME
N ANCHORAGE HIGH VOLUME TRIPS IMPACT
N HIGH VOLUME TRIPS IMPACT
N WASILLA HIGH VOLUME TRIPS IMPACT
UHVS2HO N HOUSTON HIGH VOLUME TRIPS IMPACT
UHVS2TC N TRAPPER CREEK HIGH VOLUME TRIPS IMPACT
.,..,-,...,.,r~"""" UHVS2TK N TALKEETNA HIGH VOLUME TRIPS IMPACT
.ll..~uuuu UHVS4CN N CANTWElL HIGH VOLUME TRIPS IMPACT
..,...., ..... ,'"' ..... UHVS4HE N HEALY HIGH VOLUME TRIPS IMPACT
-~--·LIIK.IlUlU UHVS4NE N NENANA HIGH VOLUME TRIPS IMPACT
..L"Yu ••• n.uv UHVSSFN N FAIRBANKS HIGH VOLUME TRIPS IMPACT
....................... _,,..... UHVS5WC N PROJECT SITE HIGH VOLUME TRIPS IMPACT
...L"'i!'u...vuu UHVSJPX N PAXSON HIGH VOLUME TRIPS IMPACT
...I!.."Yuuuu UHVSALL N ALL ZONES HIGH VOLUME TRIPS IMPACT
140700 UADTOl N ANCHORAGE AADT TR..AFFjiC VOLUME IMPACTS
.ll.."'f'VUU\,1 UADT02 N PALMER AADT TRMSFIC VOLUME IMPACTS
140900 UADT03 N WASILLA AADT TRAFFIC VOLUME IMPACTS
141000 UADT04 N HOUSTON AADT TRAFFIC VOLUME IMPACTS
141100 UADT05 N TRAPPER CREEK AADT TRAFFIC VOLUME IMPACTS
141200 UADT06 N TRAPPER CREEK AADT TRAFFIC VOLUME IMPACTS
141300 UADT07 N TALKEETNA AADT TRAFFIC VOLUME IMPACTS
141400 UADT08 N C~~ AADT TRAFFIC VOLUME IMPACTS
141500 UADT09 N HEALY AADT TRAFFIC VOL~m IMPACTS
141600 UADTlO N NENANA AADT TRAFFIC VOLUME IMPACTS
141700 UADTll N FAIRBANKS AADT TRAFFIC VOLUME IMPACTS
141800 UADT12A N C!~-DENALI AA.DT TRAFFIC VOLUME Il-IPAC'IS
141900 UADT12B N PAJ\SON-DENALI AADT TRAFFIC VOLUME IMPACTS
_ ........................... UADT13 N PROJECT SITE TRAFFIC VOLUME IMPACTS
., ................... ..,~·.L.a.""''"'"' N CROSSING TR\FFIC VOLUME .L .. ~ .... & .....
s .n.IL~'I.JJI.AVJII.~\Jr.ll.d
s
S n..-:~~.u•d.JUA.~
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S VEHICLE
S VEHICIE
S VEHICLE
S VEHICLE
S VEHICLE TYPE-TRUCK
S HOUSTON AADT VEHICLE TYPE-TRUCK
S TRAPPER CREEK AADT VEHICLE TYPE-TRUCK PERCENT
S TRAPPER CREEK AADT VEHICLE TYPE-TRUCK
S TALKEETNA VEHICLE TYPE-TRUCK PERCENT
S CANTWELL AADT VEHICLE TYPE-TRUCK PERCENT
S AADT VEHICLE TYPE-TRUCK PERCENT
S AADT VEHICLE TYPE~TRUCK PERCENT
S AADT VEHICLE TYPE-TRUCK PERCENT
S PAXSON AADT VEHICLE TYPE-TRUCK PERCENT
S PROJECT SITE AADT VEHICLE TYPE~TRUCK PERCENT
ll.6300 <IW..&.JI., ......... ""'II.W. ... S KNIK CROSSING VEHICLE TYPE-TRUCK PERCENT
...!l..""i!'UJUV BCAR02
.A.."''I'UUUU BCAROJ
146700 BCAR04
"'I"Y'U1'JU BCAR05
146900 JIJJ"'--E:lt.A.._U V
147100 M~.L't.VU
N ANCHORAGE CAR
N c~
N WASILLA CAR
N HOUSTON AADT CAR
N CREEK CAR AADT
N CREEK AADT
N AADT
N
N HEALY
N .l.'t.£:d.UU1'A
N
N CN-=»PAXSON
N SITE
U'Y&lb&'-I!.'IJ.'!I.II.'-N CROSSING
N &'llo!>'! .. ,C.,'V·"'~""''"'""
N
N n&"l!. ... 'd..r.J..,_&.ll.
TRUCK
HI-VOL"
HI-VOL.
CAR HI=-VOLe
........ .~~ ... '" .. liJ.j!o.....,. ........ N HOUSTON AADT CAR HI-VOLe
N CREEK AADT CAR HI-VOLe
.&.J..L..&.VV .u.:u;~'&':L!I.'-JI . .&""" N TALKEETNA AADT HI-VOLe
._, .... <L.uv BHCARCN N CANTWELL AADT CAR HI-VOL. MDT
.,.,d...,vv BHCARHE N HEALY AADT CAR HI-VOL. AADT
... ..,.&.,.,.,..., BHCARNE N NENANA MDT CAR HI-VOL. .AADT
_._-lJ_.__ ..... LJI<..JJ BHCARFN N FAIRBANKS AADT CAR HI..,.VOL .. AADT
d..J..Il.vvv BHCAR.PX N PAXSON AADT CAR HI-VOL. AADT
BHCARWC N PROJECT SITE AADT CAR HI-VOLa AADT
d.Jd.U'IJV BHC.A.RKK N KNIK CROSSING CAR HI-VOL .. AADT
.uu .... &-~.~;~:.:u.-. N ANCHORAGE AADT HI-VOLe AADT
... _,&uvv BHCMPPA N PAlMER AADT CAMPER HI-VOLa .AADT
... ..,<!io ... vv BHCMPi=IA N WASILLA AADT HI-VOL.
_..__, ......... ...., ..... BHCMPHO N HOUSTON HI~VOLe
152300 BHCMPTC N CREEK AADT HI-VOL. Jl~T
152400 BHCMPTK N TALKEETNA AADT CAMPER HI-VOLe AADT
152500 BHCMPCN N CAMPER HI-VOLe AADT
152600 N HI-VOLe
152700 BHCMPNE N HI-VOL~]
N HI-VOL.
DVTII"''J'Iu!M!'II'f'~'U' N HI~VOLo
..ll....JoJuuv BHCMJ?WC N HI-VOLe
N HI~VOLc
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N HI-VOLQ
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PROJe
AADT PROJo
CREEK AADT PROJ
CREEK AADT PROJ o-REL.,
?.JI""''P.t~III'I"'1!.'11'A AAIYr PROJ I) -REL 0
AADT PROJa-REL~
N AADT PROJ.
N NENANA AADT PROJ.-REL.
N FAIRBANKS AADT PROJ o-RELQ CAMPER MDT
N CN-DENALI AADT PROJ.-RELo CAMPER AADT
PCMP12B N PAXSON-DENALI AADT PROJ "-REL. ~-:AMPER AADT
N PROJECT SITE AADT PROJG-REL. CAMPER AADT
N KNIK CROSSING PROJ e-RELe ~r£:R AADT
N ANCHORAGE AADT PROJo-REL. TRUCK AADT
N PALME..ll AADT PROJ "-RELo TRUCK AADT
N WASILLA AADT PROJo-REL. TRUCK
N HOUSTON AADT PROJ e-REL. TRUCK AADT
N CREEK AADT PROJ ., TRUCK
N TRAPPER CREEK AADT PROJ .. -REL., TRUCK .AADT
N TALKEETNA PROJ o-REL .. TRUCK
N ~T ~T
N PROJ
N PROJ.,-RELe
N PROJ e-...... _._,._._ ....
............... -...... N PROJ o o TRUCK
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N e -REL e TRUCK
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.~~.~ ............... ,....,_ N PROJ 1)-RELa TRUCK
N FAIRBANKS AADT PROJe-RELc TRUCK HI-VOL0
N PAXSON MDT PROJdi-REL. TRUCK HI-VOLo
-'!.''WW.I'II"''o"""''l""" N PROJECT SITE PROJ II TRUCK HI-VOL.,
..!bu&..uvv »'U*l''Dl71i"Tl" N KNIK ARM CROSSING PROJ .-REL. TRUCK HI-VOL ..
N ANCHORAGE AADT TOTAL
N AADT TOTAL CAR
N AADT TOTAL CAR
N HOUSTON AADT CAR AADT
N TRAPPER ""'"'""'"~ AADT CAR AADT
N TRAPPER AADT TOTAL CAR AADT
N TALKEETNA TOTAL AADT
N c.ANTltl"'ELL TOTAL
N AADT TOTAL
N AADT TOTAL
N AADT TOTAL
v,g:u,.".L~ N AADT TOTAL CAR
'I.II&.U.'-.d.&.IW N CAR
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N ,n,&"!1'1.,J.U.V.L'-A\,;lr.AJ
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TOTAL CAR
CREEK AADT TOTAL CAR HI-VOL~~
"i!7"11'!'1'1i''"'""" TOTAL HI -VOL~
TOTAL HI-VOLe
TOTAL CAR HI~VOL ..
TOTAL CAR HI-VOLo
TOTAL CAR HI-VOL~
TOTAL CAR HI-VOLe
TOTAL CAR HI-VOL., AJJ)T
TOTAL CAR HI-VOLa AADT
TOTAL CAMPER HI-VOL., AADT
TOTAL CAMPER HI-VOL ..
TOTAL HI-VO.L ..
HI-VOLe
HI-VOL~
HI .... VOL.
HI-VOL ..
HI-VOLe ,
HI-VOL ..
HI-VOLo
HI-VOL ..
HI-VOLt)
HI-VOL"
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174900 ZRKA13 S PROJECT SITE
175000 S PAXSON
175100 ZRKA14 S KNIK
175200 S ANCHORAGE
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175400 s R&.i.h.l'.!l..&.lA.I!S:ll.
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ACCIDENT ON HIGH
ACCIDENT RATE ON HIGH
ACCIDENT RATE ON HIGH
ROAD KILLS/RTEo &
ROAD KILLS/RTE.,
ROAD KILLS/RTE. &
ROAD KILLS/RTEa AADT BETWo HO &
ROAD KILLS/RTE o AADT &
ROAD KILLS/RTE .. AADT BETWo TC &
ROAD KILLS/RTE. BETWe TK &
ROAD KILLS /RTE e AAIJT BETW e CN &
ROAD K.ILLS/RTE e AADT BETW.. CN &
ROAD KILLS/RTE. BETW0 &
ROAD K.ILLS/RTE., FN &
ROAD KILLS/RTEG AADT BETW~ PS &
ROAD KILLS/RTEo AADT BETW() &
ROAD KILLS/RTE., BETW.. &
ROAD KIL_L RATE ON HIGH VOLUME S
KILL RATE ON HIGH VOLUME S
ROAD KILL ON HIGH S
ROAD ON HIGH S
RATE ON HIGH VOLUME S
KILL HIGH S
ROAD RATE HIGH S
ROAD RATE ON S
%
%
KILL RATE ON S
HIGH
HIGH
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180500 ZPIA2HO S HOUSTON
ZPIA2TC S TRAPPER CREEK
180700 ZPIA2TK S TALKEETNA
180800 S CANTWELL
180900 ZPIA4HE S HEALY
181000 ZPIA4tfE S NENANA
181100 Zr!AJPX S PAXSON
181200 S PROJECT SITE
181300 ZFPIOl S ANCHORAGE
181400 s
181500 ZFPIOJ S n .......................... ..
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PERSONS/INJ o ACCIDT.,
PERSONS/INJ., ACCIDT.,
PERSONS/INJ. ACCIDTe
PERSONS/INJ. ACCIDTs
PERSONS/!NJ3 ACCIDTo BETWa
PERSONS/INJo ACCIDT. BETW.
PERSONS/INJe ACCIDT. ~TWe
PERSONS/INJo ON HIGH V' SEC
PERSONS/INJc ON HIGH vuLUME SEG
PERSONS/INJc ON HIGH VOLUME SEG
PERSONS/INJ~ ON HIGH VOLUME
PERSONS/INJ. ON HIGH VOLUME
PERSONS/INJ. ON HIGH VOLUME SEG
PERSONS/INJ. ON HIGH VOLUME SEG
PERSONS/INJe ON HIGH VOLUME SEG
PERSONS/INJ. ON HIGH VOLUME SEG
PERSONS/INJe ON HIGH
PERSONS/INJe ON HIGH
FATALS/PEOPLE INJ~
FATALS/PEOPLE INJ~
FATALS/PEOPLE INJ.
FATALS/PEOPLE INJQ
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•v.....,Jvv ZMRA2HO S HOUSTON
...... <UI_ •• .., ........ ZMRA2TC S TRAPPER CREEK
ZMRA2TK S TALKEETNA
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ZMRA4HE S ~..~~.-..,4
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..!'..UYI-a''l.,ji''U ZBRA02
JbV'Y'..J/VV ZBRAOJ
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186700 ZBRA05
186800 £.8.U.ii.'I.A1;,1U
186900 "'""l!.'-l:'li.V
18 7 000 ~U&.'I.c;LVV
S ANCHORAGE
S PALMER
S WASILLA
S HOUSTON
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S CREEK
s Jl.&:ll.i..U.~.IIo.old..I.'U;llo
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£-.l!.d.l!.II>JI%
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.&'1llo.,II...,!I.,U,I ..... %
MOOSE %
MOOSE KILLS
MOOSE KILLS %
MOOSE KILLS %
MOOSE KILLS % ON
MOOSE KILLS % ON HIGH VOL~!E
MOOSE KILLS % ON HIGH VOLUME
MOOSE KILLS % ON HIGH VOLUME
MOOSE KILLS % ON HIGH VOLUME SE
MOOSE KILLS % ON HIGH
MOOSE KILLS % ON HIGH VOLUME
MOOSE KILLS % ON HIGH VOLUME SE
MOOSE.KILLS % ON HIGH VOLUME
MOOSE KILLS % ON HIGH VOLUME
MOOSE KILLS % ON HIGH VOLUME
.... ~ .. .Hioll ... % &
"" ........ .LA.lw.... % BETW. &
"'~"'&.II"" % BETW. &
BEAR % BETW" HO &
KILLS % TC & HO
KILLS % TC &
KILLS % &
KILLS % a CN & TC
A""-11.. ............. % & HE
... -. .............. % & HE
........... .!1-!.IIJJ&.If % &
KILLS % BETW 0 &
BEAR % BETWe &
........................ % &
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.. ~..,.,... ...... %
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A-JI..fJJi..,. %
4".J!.JW<I.a ... %
.... .,...,.,.,..., BACC0.3
BACC04
BACCOS
.&JJ..VVV BACC06
BACC07
BACC08
BACC09
BACClO
192300 .LP~VVd>d.
192400 unvv.A.....-
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4""-'-.JI~ .... %
nPH'i''ll'1i".''n %
&~.1\JIJI,JIU % BETW C)
.11.'-L.Iil.M..IW % ON
OTHER % ON HIGH
OTHER KILLS % HIGH
OTHER KILLS % HIGH
OTHER KILLS % ON
OTHER lULLS % ON
OTHER KILLS % ON VOLUME
OTHER % ON HIGH VOLUME SE
OTHER % ON HIGH VOLUME SE
OTHER KILLS % ON HIGH VOLUME SE
OTHER KILLS % ON HIGH VOLUME SE
BASELINE ACCIDENTS BETWe & W
BASELINE ACCIDENTS BETW e PA & W
BASELINE ACCIDENTS BETW a & A
BASELINE ACCIDENTS BETWa HO & W
BASELINE ACCIDENTS BETW o TC & H
BASELINE ACCIDENTS BETWo TC & C
BASELINE ACCIDENTS TK & H
BASELINE ACCIDENTS CN & T
BASELINE ACCIDENTS BETWo CN & H
BASELINE ACCIDENTS BETW <il NE & H
BASELINE ACCIDENTS BETW CJ & N
.U.n.lil,....,.IIJ.~~. ... ,&;Ii ACCIDENTS & C
BASELINE ACCIDENTS & C
ACC!De ON HIGH VOLUME
ACCID= ON HIGH VOLUME SE
BASELo ON HIGH VOLDrffi SE
BASELe ACC!Dc ON HIGH VOLUME SE
BASEL~ o ON HIGH SE
BASEL. G ON HIGH
..... Jiill, .. , ......... e ACC!Dt. HIGH
ACC!Do ON
ACCIDc
N
N
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.&. J...V'M'........ .U.II."-1.'\A&.~ .. II.'... N TALKEETNA
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.I!JZ:'\..I."'..r.ll.-il'll.l~ N HEALY
U.ll.'\ .. ll:,.n."'ll'.ll~l..l:o N NENANA
N PAXSON
N ANCHORAGE
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BINJ04· N HOUSTON
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7._. ..... """" BINJ06 N TRAPPER CREEK
BINJ07 N TALKEETNA
BINJ08 N CANTWELL
BINJ09 N HEALY
BINJlO N NENANA
BINJll N ~\IRBANKS
BINJ13 N PROJECT SITE
BINJ12 N PAXSON
BINJRlfl{ N KNIK ARM
BINJ6AN N ANCHORAGE
BINJ2PA N PALMER
BINJ2WA N WASILLA
197800 BINJ2HO N HOUSTON
197900 BINJ2TC N TRAPPER CREEK
198000 BINJ2TK N TALKEETNA
1981.00 BINJ4CN N CANTWELL
198200 BINJ4HE N HEALY
198300 BINJ4NE N NENANA
198400 BINJ3PX N PAXSON
198500 BPIAOl N ANCHORAGE
198600 BPIA02 N PALMER
198700 BPIA03 N WASILLA
N HOUSTON
~PIAOS N TRAPPER CREEK
199000 J.i,p IA06 N CREEK
BPIA07 N TALKEETNA
N
N
N nru'.!.n.!:~.a
N
RD0
BASE. RD.,
., HIGH
BASEo RDo HIGH
BASE o RD e KILLS ON HIGH
BASE. RDo KILLS ON HIGH
o o KILLS ON
BASEs RDe ON VOLUME
BASE_, RDo KILLS ON HIGH VOLUME
BASE CD RD 0 KILLS ON HIGH VOLUME
BASELINE INJURY ACC e. &
BASELINE INJURY ACCo BETWCD &
BASELINE INJURY ACCo &
BASELINE INJURY ACCo BETWo HO &
BASELINE INJURY ACC. BETW" TC &
BASELINE INJURY ACC. TC &
BASELINE INJURY ACC, BETW o TK &
BASELINE INJURY ACCCD BETWo CN &
BASELINE INJURY ACC. BETWo CN &
BASELINE INJURY ACC. BETW. NE &
BASELINE INJURY ACC. BETWc FN &
BASELINE INJURY ACC. BETWe PS &
BASELINE INJURY ACC. BETW. PX &
BASELINE INJURY ACC. BETW., AN &
BASE. INJ. A. ON HIGH VOLUME SE
BASE. INJ. A. ON HIGH VOLUME SE
BASE. INJ. A. ON HIGH VOLUME SE
BASEa INJ. A. ON HIGH VOLUME SE
BASE. INJ. Ao ON HIGH VOLUME SE
BASE. INJo A. ON HIGH VOLUME SE
BASE~ INJo A. ON HIGH VOLUME SE
BASE. INJ. Ao ON HIGH VOLUME SE
BASEo INJ. A. ON HIGH VOLUME SE
BASE. INJo Ac ON HIGH VOLUME SE
PERSONS INJURED BETW o AN & WA
PERSONS INJURED BETW9 PA &
PK..I{SONS INJURED BETW o &
PERSONS INJURED BETWe HO &
PERSONS INJURED BETWc TC & HO
PERSONS INJURED BETW. TC &
PERSONS INJURED TK &
PERSONS INJIDRED CN &
&
o NE &
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N
N
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L.1UT&..-'IU'"'-" BFPI4CN N
&.U.JU'UV BFPI4HE N HEALY
&..V.J..!I.UU BFPI4NE N NENANA
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N PALMER
N ..,..,........, .... .......,_""
N HOUSTON
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N "".~.~.IJI."""'· ... """'''&"'l!.
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NOa OF
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NOo OF FATALITIES
NO. OF .a;.n.~lo&J.l!JI..L..L.b.!I.OI<Y'
NO. OF BETWe
NO. OF FATALITIES
NOQ OF FATALITIES
FATALITIES ON HIGH
FATALITIES ON HIGH VOLUME
FATALITIES ON HIGH ~~
FATALITIES ON HIGH VOLUME o
FATALITIES ON HIGH VOLUME SEGu
FATALITIES ON HIGH VOLUME a
FATALITIES ON HIGH VOLill{E SEGm
FATALITIES ON HIGH VOLUME SEGo
FATALITIES ON HIGH VOLUME SEGa
FATALITIES ON HIGH VOLUME SEG~~
BASE. MOOSE KILLS AN &
BASE. MOOSE KILLS & WA
BASEe MOOSE KILLS BETWo &
BASEo MOOSE KILLS BETW" HO &
BASE o MOOSE BETW () & HO
BASEo MOOSE BETWo TC &
o MOOSE BETW., &
o MOOSE CN &
MOOSE CN &
BASEe MOOSE NE &
M~OSE KILLS &
BASE c MOOSE KILLS &
MOOSE 4"-&.J!~""'
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.uu~~Ji.'V N
N .11.4::11.11.,11.1,~.1,;&.~~. ... ,,~
.u.u&lkft"''i''-"'.s." N
UU.II.~.&.ii.""ti'.&&.ll,;,o N
.U.UL1oft""ti'.I.1U:. N NENANA
N PAXSON
N ANCHORAGE
N PAIJ.fER
&VV.JVV BOTH03 N WASILLA
LUlUI"''i'U'I..I BOTH04 N HOUSTON
&.UU..IIUU BOTH05 N TRAPPER CREEK
LU'LJU'WIU BOTH06 N TRAPPER CREEK
BOTH07 N TALKEETNA
1!4.U'WIUUU BOTH08 N CANTWELL
L.UI"-11..3>..8'"-" BOTH09 N HEALY
BOTHlO N NENANA
BOTHll N FAIRBANKS
BOTH13 N PROJECT SITE
BOTH12 N
BOTHKNK N KNIK ARM
209500 BOTH6AN N ANCHORAGE
209600 N
209700 N WASILLA
209800 BOTH2HO N HOUSTON
N TRAPPER ...... 'll"'l'!I"II~,..'II'J'
.£...A'..uuuu uv.~o,.~>.ld<..l!•&"" N .&.~u~.~.~o~.,.,~JJ;:~~.
BOTH4CN N
&...&..V&..VV BOTH4HE N .C.J!.~W ....
,&,.&.IU'•""'VV BOTH4NE N l".l!:.l."t.ftJ."'A
N
N .n.t.'1'-"'''va.~r&;
N
N 4'\\'A.Ii.U'.L./!..J.II.,M;'JI.
....... .~~..u... ... ON
.II.""""'JI~U ON
.s......,..~~c..J ON HIGH
,._ .............. ON HIGH
HIGH
BEAR KILLS HIGH
BASEo KILLS ON HIGH
BASE G OTH. KILLS BETW tl &
BASE o OTH ~ KILLS & l<l.A
BASEo OTH. KILLS BETW~ &
BASE. OTH c KtLLS BETW e HO &
BASE. OTH. BETW. TC &
BASEo OTH. KILLS BETWo TC & CN
OTH. KILLS BETW. TK & HO
BASEe OTHe KILLS BETWo CN & TC
BASE. OTHQ KILLS BETWo CN & HE
BASEo OTHo KILLS NE & HE
BASE 8 OTH f) KILLS BETW. FN & NE
BASE. OTH c KILLS BETW o & CN
BASE. OTH c KILLS BETW,. PX & CN
BASE. OTH o BETW e & HO
OTHo ON HIGH VOLUME
G OTHe ON HIGH
OTHe HIGH
BASE o OTH ~ lULLS HIGH
BASE~ OTH o KILLS ON VOLUME
BASEo OTHo KILLS HIGH
BASEa OTHo KILLS ON VOLUME
BASEo OTH.. ON HIGH VOLUME
BASE~ OTH~ ON HIGH
o OTH.. ON HIGH VOLUME
& w
N
N .. "".-,...,..,.
N J.'ll.&~n.a:u'l!.a.
N
N
<[l;'oli.V'"'.dl.<lm~ N \.;>.I."J--;&.,~l'UU.I.II.
&'<llo'<IJ'"'d.&o-N .!!.. J..'":!l.I'I!.IWV&.'I! U~'ii.~.l\.,
C!."'-'~"'.&'Y.'ijl.ll:'l!. N
.... ...,, "'""'llli"""" N &'l!A'li\o ... UV.I!.~'\lV.II.;&
N
C!.V~"'"""'C!. N IIN~lJ·~~
C!.'V'V&.J!.AV N
N
~V,J&.JI..Ji,'\, N A&'l!Wid&""""'"""'""'"'''&'.il.
~.!l.."-VVV &olbll."'""",."""'" N UG.ll.!l.'l.ll>"'IAu.!l..lloll.ll
&"J!.UU""'I'.I.A&.D N
<L..ll..6.UVV .li.&>li.""'V""T&'CJW N NENANA
N PAXSON
N ANCHORAGE
N PALMER
N WASILLA
N HOUSTON
N TRAPPER CREEK
N TRAPPER CREEK
N TALKEETNA
N CA111TWELL
N HEALY
N NENANA
N FAIRBANKS
. ., ..... ._................ PRKA13 N PROJECT SITE
&...!1..-:?&.uu PRKA12A N CN-DENALI
.&..ll.."'ii' ... n..l'u PRKA12B N PAXSON
&...ll.."'li'"''I'VU PRKAJOO{ N KNIK ARM
PRKA6AN N ANCHORAGE
ii(,..JI.."'ll'\UIUU PRKA2PA N PALMER
214700 PRl<A2WA N WASILLA
214800 PRKA2HO N HOUSTON
214900 PRKA2TC N TRAPPER CREEK
215000 PRKA2TK N TALKEETNA
215100 PRKA4CN N CANTWELL
215200 PRKA4HE N HEALY
215300 PRKA4NE N NENANA
215400 PRKA3PX N PAXSON
215500 PINJOl N ANCHORAGE
N o\1. &Wool&""""""""'
215700 PINJ03 N R&li.U'.,!!,...Id.II.M"!!.
.w..a..JVVV PINJ04 N HOUSTON
215900 PINJ05 N CREEK
,e:.,._._~ ....... li.H .... # P!NJ06 N CREEK
.I!O..&..V..L.VV PINJ07 N TALKEETNA
N
N
N .l.'U::.M1.W'IA
N
N
P-REL 0 &A ....... JJ..LJIJ
P-REI.u
p ..... REL o &:'l!.V"-J.&.u
P-REL® ACCID~~
P-REL. ACCIDo
P-REL 0 &'li.V'I.J.&.U
PROJ. RE
PROJ o RE KILLS BETW o
0 RE ROAD KiljLS BETW II
PROJ. RE ROAD KILLS &
PROJ e RE ROAD &
PROJ o RE ROAD KILLS BETW., &
H
PRO"'T., RE ROAD KILLS BETW o TK &
PROJ. RE ROAD KILLS BETW ~~ &
PROJ. RE ROAD KILLS BETW., CN &
PROJ. RE ROAD KILLS BETW ~ NE &
PROJ. RE ROAD KILLS BETW o FN &
PROJ ~~ RE ROAD KILLS BETW ~~ PS &
PROJ. RE ROAD KILLS BETW. PS &
PROJ" RE ROAD KILLS BETW.. PX &
PROJ. RE ROAD KILLS BETW. AN &
P-REL RD CD KILLS ON HIGH VOLUME
P-REL RD. KILLS ON HIGH VOLUY1E
P-REL RD., KILLS ON HIGH VOLUME
.P-REL RD o KILLS ON HIGH VOLUME
P-REL RD" KILLS ON HIGH VOLUME
P-REL RD. KII..LS ON HIGH VOLUME
P-REL RDo KILLS ON HIGH VOLUME
P-REL RDo KILLS ON HIGH VOLUME
P-REL RD o KILLS ON HIGH VOLUME
P-REL RD G KILLS ON HIGH VOLUME
PROJ. RE INJURY ACC. BETW. &
PROJ ~~ RE INJURY ACC €1 &
PROJ o RE INJURY ACC o &
PROJ. RE INJURY ACC. &
PROJ ~~ INJURY ACC... &
PROJ ~~ RE INJURY &
• ACC. &
INJURY &
0 &
~ &
N .l,;&;"li,Ua.-~""
..JU:ll.<ll:..n&.llo. N WASILLA
..~~...ao""""'"....... N HOUSTON
N TRAPPER CREEK
PPIA2TK N TALKEETNA
&a&.U . .!\.VV PPIA4CN N CANTtmLL
L-4:-•• ..,_ .. a~.. PPIA4HE N HEALY
..&..110-;L-11'411.1..1 N NENANA
L-&.U"'i!'UU PPIA3PX N PAXSON
.r;.~u..~vJJ PFPIOl N ANCHORAGE
L. .......... ,._......,...,. PFPI02 N "'""'..;..~~..~~ .. ~~
PFPI03 N WASILLA
......... ,.,......, ..... ..., PFPI04 N HOUSTON
220900 PFPI05 N TRAPPER CREEK
.L.S...IIoVVV PFPI06 N CREEK
~·..iloobVV PFPI07 N .r.a.&~~.;.;d.l!..l.'l&.lio.
... 6~.,.,"'"" PFPI08 N
N HEALY
N .a.·u • .:.n . .n.~>'U:'llo.
N
N
N \Jn--uJ.;a.l'!Jn.&.t.L
& TC
INJURIES BETWa CN &
..,.,. ..... !.dh/1' BETW@ &
.--n .• ,.... INJURIES BETW s &
P-R.EL INJURIES ON <l>l!.v ..... .~~..~ .........
P-REL INJURIES
P-REL INJURIES BETW&
P-REL INJURIES BETWQ &
P-REL INJURY ON HIGH VOLUME SEG
P-RFL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-REL INJURY ON HIGH VOLUME SEG
P-RELG FATALITIES BETW. AN & WA
P-REL. FATALITIES BETWe &
FATALITIES BETW. &
P-REL. FATALITIES BETWo HO &
P-REL~ FATALITIES BETWo TC & HO
P-REL. FATALITIES TC & CN
P-RELo FATALITIES BETW. & HO
CN & TC
P-RELo FATALITIES & HE
P-RELo FATALITIES BETWs NE &
FN &
&
N .,,&;U'1,£Y'II~
N
N PROJECT SITE
,I,"M'Io&;'l!,lb&,&Jo. N \.11r-uJ::.J.I.1.t'U.d..L
l."M~..I!.."-.U N
.l;Ji.A'-I>~"l,l~iA" N
.~.-.Y.~.v~"ll N ANCHORAGE
N
• M"-&11.6o W'0&111. N ln1&.11.U 4.&J.Lilnl.
.. -~-"' .. ""' N HOUSTON
.. -. .... .~~.-........ N ·CREEK
N TALKEETNA
,~;.~.~~.~.,'I..U.'Il N
J.'J.il."1to.n.""J' ll.ld N .U • .I.4&'LI.d .A.
.I."M~ ...... .~."i.&.;.c N J..''U:'.d,.8J.'\!A
N PAXSON
N ANCHORAGE
N PALMER
PBRA03
.W&....J/'UV\.11 PBRA04
"'"'"'"-" .. ,.......... PBRA05
"""'""-"-""-""""..., PBRA06
................... 'I.J..... PBRA07
N WASILLA
N HOUSTON
N TRAPPER CREEK
N TRAPPER CREEK
N TALKEETNA
&.t!MV&VV PBRA08 N CANTWELL
226300 PBRA09
226400 PBRAJ.O
N
N I.'U.dl'l.n.L'U%.
&.C.UJ'U''IJ PBBAll N
226600
226700
N PROJECT SITE
.~~.~.~~.~..~~.""4.11 N
...................... _,"' N CN .... DllltALI
u&~r..~.,.,." N KNIK
U.t."'.c.i..V.n.l.'l N
N
u.a.~.&.nn N ""'"'a. ... ·..~~o~"15illo
...... ~.<&.~~ ... ..., N HOUSTON
N
AJU.V4:M~ N ~·n~.u.v<I.:\&A'<Jr~
................... N
.:o..u.dll.n.ll.-;a. N "~.ll..w.&.olll:l!.
.~~. .... di-.\.10.., N
N
<l&...JiVVVV 'ft,f'\m;vv.Fjn1YF f'iS .!I.&&&...~.&'>.W.!Y.I!.A~I&;~,
N
.LJ>A-r.u • .a..~ N &£~&..~.!.
.i!.JI.JI.'"'I'.L'Il.ll.d N J.'U;:.1'tl'U'U"t
PAXSON
N £ll.&'illl.JAAU.I!.""""'-='.L:.I
N
N ,., .......... ..,. ............
N HOUSTON
N TRAPPER CREEK
N TRAPPER CREEK
N TALKEETNA
& .. .ll.d..&VV TACC08 N CANTWELL
&...JI.Il....JIYV TACC09 N HEALY
&-..11../b."Tvv TACC10 N NENANA
L-_._.__, .. 11,..,, TACCll N F AIRBAN.KS
..r...J..I!..uvv TACClJ N PROJECT SITE
231700 TACC12A N CN-DENALI
,., _ _,_..._...,...,._. TACC12B N PAXSON-DENALI
TACCKNK N KNIK
232000 TACC6AN N ANCHORAGE
""...,,.................... TACC2PA N
""'_,""'""vv TACC2WA N WASILLA
232300 TACC2HO N HOUSTON
232400 TACC2TC N CREEK
232500 TACC2TK N .~~.~.u. ......... ~.;~.a.o~.111!. ...
.£....Jl£UUU TACC4CN N
TACC4HE N HEALY
.L...J&.UIUU TACC41\I"E N l'U::d.,tu1A
TACC3PX N
&..JJUY'V TRKAOl N "'"'''""'A.Il.V.~\.:VI.:I
N
N lflf.iili.LIII.!I..a..\\il,~
N HOUSTON
N
TOTAL &
TOTAL &
TOTAL ACCIDENTS &
TOTAL ACCIDENTS BETWo HO &
TOTAL ACCIDENTS BETWc TC
TOTAL ACCIDENTS BETW a TC & CN
TOTAL ACCIDENTS BETWo TK & HO
TOTAL ACCIDENTS BETWo CN & TC
TOTAL ACCIDENTS BETW. CN & HE
TOTAL ACCIDENTS BETW. NE & HE
TOTAL ACCIDENTS BETWo FN & NE
TOTAL ACCIDENTS ON ACCESS RDo
TOTAL ACCIDENTS BETWG CN & PS
TOTAL ACCIDENTS BETW. & PS
TOTAL ACCIDENTS BETW. & HO
TOTAL ACCID. ON HIGH VOLUME SEG
TOTAL ACCIDs ON HIGH VOLUME SEG
TOTAL ACCIDe ON HIGH VOLUME SEG
TOTAL ON HIGH VOLUME SEG
ACCID~ ON HIGH VOLUME SEG
TOTAL ACCID. ON HIGH SEG
TOTAL ACCID. ON HIGH VOLUME SEG
TOTAL ACCID. ON HIGH VOLUME SEG
TOTAL ACCIDc ON HIGH
ACCIDa ON HIGH VOLUME
TOTAL ROAD &
TOTAL KILLS
TOTAL
N
N .~..n.~..u.~.&;a•.L'K'Io
N
N ...... .._.,._ ...
N .l'IJ!INW"''A
N
N PROJECT SITE
TINJ12A N CN-DENALI
"""Jv,.,..vv TINJ12B N PAXSON-DENALI
N KNIK
TINJ6AN N ANCHORAGE
TINJ2PA N PALMER
TINJ2WA N WASILLA
TINJ2HO N HOUSTON
TINJ2TC N TRAPPER CREEK
TINJ2TK N TALKEETNA
TINJ4CN N CANTWELL
237700 TINJ4HE N HEALY
237800 TINJ4NE N NENANA
237900 TINJ3PX N PAXSON
238000 TPIAOl N ANCHORAGE
238100 TPIA02 N
238200 TPIAOJ N WASILLA
N HOUSTON
N CREEK
N CREEK
N .L&<\.J!.U........,,u..,..,,,.,.,.
N
N & ....................
N NENANA
N
N
..I!..O."',l,.l!~"',."ll. N
TOTAL INJURY
TOTAL INJURY ACC e &
TOTAL ACCo TC & CN
TOTAL INJURY ACCo &
TOTAL ACCQ CN &
TOTAL INJURY o CN & HE
TOTAL INJURY o &
TOTAL INJURY ACC , &
TOTAL INJURY ACC~ ON ACCESS
TOTAL INJURY ACC a BETW e CN S: PS
TOTAL INJURY ACC. BETW, PX &
TOTAL INJURY ACCo BETWo & HO
TOTAL INJ. A. ON HIGH VOLUME
TOTAL INJ. A. ON HIGH VOLUME SE
TOTAL INJe A. ON HIGH VOLUME SE
TOTAL INJ., A~ HIGH VOLUME SE
TOTAL INJQ A. ON HIGH VOLUME SE
TOTAL INJo Ao ON HIGH VOLUME SE
TOTAL INJ ~ ON HIGH VOLUME SE
TOTAL INJ. ON HIGH VOLUME SE
TOTAL INJ 0 Ao HIGH·· VOLUME SE
TOTAL INJo Ae ON HIGH VOLUME SE
TOTAL INJURIES BETlr1., AN & WA
TOTAL INJURIES BETW., PA &
TOTAL INJURIES BETWa WA &
TOTAL INJURIES BETW., HO &
TOTAL INJURIES BETW o TC HO
INJURIES TC & CN
TOTAL INJURIES TK & HO
TOTAL INJURIES BETW., CN & TC
TOTAL INJURIES &
TOTAL & HE
FN &
N &:M'II"'J.IJLV .... ~~I'.J.OI
N
N WASILLA
N HOUSTON
N TRAPPER CREEK
N TALKEETNA
&""'f&.U\..iu TFPI4CN N CANTWELL
TFPI4HE N HEALY
TFPI4NE N NENANA
TFPI3PX N PAXSON
N ANCHORAGE
L-..J . .I..U'I..I TMRA02 N PALMER
TMRA03 N WASILLA
2.43300 N HOUSTON
N CREEK
N TRAPPER CREEK
N TALKEETNA
243700 TMRA08 N
243800 TMRA09 N
N l'll!c!'l.tu'iiA
N & n..llo.Llo..U;n,&"\l.ll''>.IJ
N PROJECT SITE
"'i!'"Y.I1::.uu Jl..t.-.u.l..n..a..&.~ N
l.."'!f""'ff-'IUV ........ A&~~IIi•JIJI N
FATALITIES
TOTAL FATALITIES
TOTAL
TOTAL
TOTAL FATALITIES &
TOTAL FATo ON HIGH VOLUME SEG,
TOTAL FAT. ON HIGH SEG~
TOTAL FATo ON HIGH VOLUME o
TOTAL FAT. ON HIGH VOLUME
TOTAL FAT. ON HIGH VOLUME SEGe
TOTAL FAT. ON HIGH VOLUME SEGo
TOTAL FATo ON HIGH VOLUME SEGc
TOTAL FAT. ON HIGH VOLUME SEG.
TOTAL FAT. ON HIGH VOLUME SEGo
TOTAL FAT. ON HIGH VOLUME SEG.
TOTAL MOOSE KILLS BETW.. AN & WA
TOTAL MOOSE KILLS BETW.. & WA
TOTAL MOOSE KILLS BETW f) &
TOTAL MOOSE KILLS BETW G HO &
TOTAL MOOSE KILLS BETW. TC & HO
TOTAL MOOSE KILLS BETW.. TC & CN
TOTAL MOOSE KILLS TK & HO
TOTAL MOOSE KILLS BETW a CN & TC
TOTAL MOOSE BETW .. CN & HE
TOT.U MOOSE KILLS BETW., &
TOTAL MOOSE o FN & NE
TOTJJL MOOSE ON ACCESS
TOTAL MOOSE a CN &
MOOSE &
TOTAL MOOSE & HO
MOOSE ..... .a..,. .........
MOOSE "'""""".:....!l.lo.llu
MOOSE ....................
.a. ........ ~~.~~." ..... N .............. , ..... _._
N
J!..!!.lf&'!!o~.!l. • .ll'\. N .l!.&a..II..U.~.~.~.J.,I&li.
JlioM•~:'"lrU&"Ii N
A.U.l,>A""'''.I.l.&J N ............ ~ ..
.Y6~"'!1'.~.".&;1 N l'&X&.~n.l'CA
N .~~.~..., ..... ~~."
N ANCHORAGE
N ,~;..n..a..a.s.·~.~.,
N WASILLA
N HOUSTON
N TRAPPER CREEK
N TRAPPER CREEK
N TALKEETNA
TOTH08 N ............. , ........ ~
..,u~auu TOTH09 N HEALY
TOTHlO N NENANA
TOTHll N FAIRBANKS
TOTH13 N PROJECT SITE
TOTH12A N
TOTH12B N
"'-._._,...,.....,..., TOTHKNK ~
249500 TOTH6AN N ANCHORAGE
249600 N .~~.~·~ ..
"""'"',g,"n"'"" N ..., .. ..,..,..ollo.IW.IIodliili>
............ u........ N HOUSTON
TOTH2TC N
N .&.&"L&a~~..~.~~."·~& ...
.............. , ........ N
........ -~,. ....... N &.!i~W.&
4.ii4'"1TII><J4d N l'U:tJ:t,t',U.1A
N
N ~'l ... I.!I.<I.V<Iio.~\,;lf&i/1
TOTAL
TOTAL
ro·.rAL
TOTAL
TOTAL BEAR .......... .~~ .. o'Y ....
TOTAL BEAR ,.,.,., ... ..,.,....,
TOTAL BEAR KILLS
TOTAL KILLS HIGH
TOTAL BEAR KILLS ON HIGH
TOTAL OTH e KILLS
TOTAL OTH o KILLS &
TOTAL OTH~ KILLS BETW~a WA &
TOTAL OTH o KILLS BETW Q HO &
TOTAL OTHo KILLS BE'!'W~~ TC & HO
TOTAL OTH. KILLS BETWo TC & CN
TOTAL OTH o KILLS BETW o TK & HO
TOTAL OTH. KILLS BETW~ CN & TC
TOTAL OTH o KILLS CN &
TOTAL OTH • lULLS BETW,. NE & HE
TOTAL OTH. KILLS BETW o FN & NE
TOTAL OTHo KILLS ON ACCESS RDo
TOTAL OTHo lULLS BETWc CN & PS
TOTAL OTH .. KILLS BETW,. & PS
TOTAL OTH. BETW e & HO
TOTAL OTHo ON HIGH
OTH o KILLS ON HIGH
OTH o KILLS ON HIGH
TOTAL ON
TOT~\L OTHo KILLS ON HIGH
TOTAL OTHo ON
TOTAL OTHo ON HIGH VOLUME
TOTAL OTHo ON
OTHo HIGH
OTHe ON HIGH
N ,...,,.. ..... Ji.JI,L....,
N HOUSTON
N CREEK
N TRAPPER CREEK
N TAIJ{..EETNA
N CANTWELL
N
N NENANA
N
N PROJECT SITE
£.J~".l'&.. .... rv V.llo.-~11..~ N eN-DENALI
L.J~'l?J'Y•v v.~..-" . .~.~ .... ..,"""" N PP-..XSON-DENALI
4.-.J"'ll'"TUV f.J,'!.'U~'I ..... lldo'l. N KNIK ARM
Y!.'-"~Ul!U.l N ANCHORAGE
N PALMER
t.TR.KA2WA N ......... ...,._,_ ........... ""' ....
254800 URKA2HO N HOUSTON
254900 N CREEK
255000 N .~ .. "'-ZW.IU.JI.JI."'&-...
-~·..., ..... ""'..., '·"'·"-'">II:J.""'".~.~ N
N
N
N
UINJOl N
UINJ02 N
UINJ03
UINJ04 N
N
N
N
N
IMPACT &l!I.V"-#.&.i/d/F
IMPACT ..n,\,1'\J.t..M
IMPACT
IMPACT
IMP ACT ROAD A'I.Ao..!I..U..W
IMPACT ROAD .,....,....~~..a..a..~~ .....
IMPACT ROAD KILLS
IMPACT ROAD KILLS
IMPACT ROAD KILLS
IMPACT ROAD KILLS BETW.
IMPACT ROAD KILLS BET\tL)
IMPACT ROAD KIU.S BETW.
IMPACT ROAD KILLS BETW G FN &
IMPACT ROAD KILLS ON ACCESS
IMPACT ROAD KILLS BETW o CN &
IMPACT ROAD KILLS PX & PS
IMPACT ROAD KILLS AN & HO
IMPACT KILLS ON HIGH VOLUME
IHPACT • KILLS ON HIGH VOLUME
IMPACT KILLS ON HIGH VOLUME
IMPACT ON HIGH VOLUME
IMPACT RD~ KILLS ON HIGH VOLUME
IMPACT
RD~ ON HIGH VOLUME
RD. KILLS ON HIGH
HIGH VOLuME
KILLS ON HIGH
ACCe
ACCo
N 4~'t.t.JIIV,L'i!--.§.,J&;'M'IIA:'lU.3..ll.
N
N ~'li'l . .e.IU.V.I.'I.Cli,\,.'IU.:~
N
N VV .. i ... -..................
N
N
1i''!l'"'P"'il1r voi'U'li"ll"!':l" N .III.&"W.~~llo!.!l.&'l~
N
N J.Jl,.lbi<!~IUJI.
N .l.'ll~.n.&'IIIA
N
N c.u.~ \J.U V.ll."\.n,\:IV .A.;.!
N
N n&>lll...,..ll..;w.a.~
N HOUSTON
N CREEK
N TRAPPER CREEK
N TALKEETNA
N CANTWELL
N Jl..ll.4l...l&<l>. .... .,.
N NENANA
N FAIRBANKS
N PROJECT SITE
.I\JO<I>oile~ N CN-DENALI
.~ ..... ...., N PAXSON-DENALI
UPIAKNK N KNIK ARM
UPIA6At\T N ANCHORAGE
UPIA2.PA N PALMER
UPIA?WA N liASILLA
UPIA2HO N HOUSTON
UPIA2TC N TRAPPER CREEK
1LI'Uf .. A ......... UPIA2TK N TALKEETNA
&.'YVd.VV UPIA4CN N CANTWELL
260200 UPIA4HE N HEALY
260300 UPIA4NE N ~~NANA
260400 UPIA3PX N PAXSON
260500 UFPIOl N ANCHORAGE
260600 UFPI02 N PALMER
260700 UFPI03 N WASILLA
260800 UFPI04 N HOUSTON
260900 UFPI05 N TRAPPER CREEK
261000 UFPI06 N TRAPPER CREEK
261100 UFPI07 N TALKEETNA
251200 UFPI08 N CPJITWELL
261300 UFPI09 N HEALY
261400 UFPilO N NENANA
L..V.L.JVV UFPill N FAIRBANKS
V..I!..~JIVV UFPI13 N PROJECT SITE
UFPI12A N CN-DENALI
N
N
N C.:U11"-'.IIJIV.&.'I.c.il,~~~
N
,_u...,....,uv v.v.·.u."l.o.Y&:U.'f N JI:'.\U."'\..,.uv.L~\:0>.&,;.,
V.S.-'11..& ..... .1.&11. N
.............. .l>lil, .. ~\i~ N \IV~t..l'.d!..!i..l.l\.~
<ll:.u~'fi'uY•u v&·J.!.~.""·u.v N HOUSTON
N
1!,.14',U,'\.~.,A • .II.'I. N .A.n.LJ.\I~.&;.t..LJ.'I'""'
""'""'"" ............. UJI..J&.'\..n""'''\.d.'l N CANTWELL
""-·"·'-"·"'-'-".... UMRA4HE N .U,.&;Ui~&
.h.UJ-•!I,AIU UJ.'.&&.'\I,n""''.L'U.:• N NENANA
"'-UV.!..UU UBRA07
UBRA08
&.UUJUU UBRA09
........... -... LY •• lJ UBRAlO
266500 UBRAll
266600 UU.L'-.;;" ....... o.ll
266 7GO ............ ~~4>·"""
N PAXSON
N ANCHORAGE
N
N WASILLA
N HOUSTON
N TR...~PER CREEK
N TRAPPER CREEK
N TALKEEl.NA
N CANTWELL
N
N .~...,.~:~J:'.I.HJ..'lt~
N
N PROJECT SITE
IMPCT MOOSE .,.........,.., ...... ""'
Il4PCT MOOSE 4""'""'..1i.U.I""
IMPCT MOOSE A'd..ll...u..II\Jl
IMPCT MOOSE .&'l..d!..I..IJIJ""'
IMPCT MOOSE ON HIGH
IMPCT MOOSE KILLS ON VOLUM
IMPCT MOOSE KILLS ON
IMPCT MOOSE KILLS ON VOLUM
IMPCT MOOSE KILLS ON HIGH
IMPCT MOOSE KILLS ON HIGH VOLUM
IMPCT BEAR KILLS BETW o & WA
IMPCT BEAR KILLS BETW o & WA
IMPCT BEAR KILLS BETW.. WA &
IMPCT BEAR KILLS BETW. HO & WA
IMPCT BEAR KILLS BETWe TC & HO
IMPCT BEAR KILLS BETW <I TC & CN
IMPCT BETW.. & HO
IMPCT KILLS BETW e & TC
IMPCT KILLS BETW., CN & HE
IMPCT BETWo NE & HE
IMPCT BEAR BETWe FN &
IMPCT BEAR ON ACCESS
CN &
IMPCT PX &
IMPCT
IMPCT
IMPCT
IMPCT
IMPCT
HIGH VOLUME
.!1.""-L.o\..u.JlU ON HIGH VOLUME
.1>'-I!.JI..a.!l..lv ON HIGH VOLUME
... _ _......,....., ON HIGH VOLUME
HIGH
IMPCT OTH.,
IMPCT OTH~
OTHo
IMPCT OTHo
IMPCT OTHu
BASELINE ..L.O.~.t~~'-.s..!V.i.'ii&!..IU
BASELINE INTERZONAL TRIPS
BASELINE .L..\1.11..L.~A.'t,,&o'VA't.n.L.I
N HOUSTON BASELINE TRIPS
N CREEK BASELINE INTERZONAL TRIPS
..,m ... unvr N TALKEETNA BASELINE INTERZONAL TRIPS
.!!.. ........ ..,.....,.~.~ N CANTWELL BASELINE INTERZONAL TRIPS
PIZT4HE N BASELINE INTERZONAL TRIPS
...._ .... .u .. ..,...u, ...... N BASELINE INTERZONAL TRIPS
PIZT5FN N FAIRBANKS BASELINE IWlERZONAL TRIPS
PIZT5WC N PROJECT SITE BASELINE INTERZONAL TRIPS
PIZTJPX N PAXSON BASELINE INTERZONAL TRIPS
TIZT6AN N ANCHORAGE BASELINE INTERZONAL TRIPS
TIZT2PA N PALMER BASELINE TRIPS
TIZT2WA N WASILLA BASELINE INTERZONAL TRIPS
272000 TIZT2HO N HOUSTON BASELINE INTERZONAL TRIPS
TIZT2TC N CREEK BASELINE INTERZONAL TRIPS
272200 TIZT2TK N BASELINE TRIPS
272300 TIZT4CN N BASELINE TRIPS
TIZT4HE N HEALY BAS£LINE INTERZO~\L TRIPS
TIZT4NE N INT~~ZONAL TRIPS
TIZT5FN N BASELINE INTERZONAL TRIPS
272700 N PROJECT SITE BASELINE INTERZONAL TRIPS
272800 TIZT3PX N PAXSON BASELINE INTERZONAL TRIPS
"'"""':L...,,.._._,W,.'IUI N PROJECT ACCESS RD., BASELINE ACCIDENTS
273000 N PROJECT ACCESS RDe BASELINE INJURY ACCIDENTS
N PROJECT ACCESS RDo BASELINE INJURIES
o BASELINE ACCo
/REC
uu._,...~~,.,u /SS
UU • .»"'!!'li.<'U /5TART
F
F PPOP11-PPOP9
F
1
F FILENAMEBTPOP,LIBRARY=EXTERN02,VOLUME=SUSIT2
F 25(1,6.0)
F ROW
F TPOP11-TPOP9
F
1 25
F FIL&~miEMP,LIBRARY~EXTERN02~VOLUME=SUSIT2
F 25(1,6o0)
F ROW
F IEMP11-IEMP9
F
1 25
004200 lREAfJ F IUmAi~=DNEtS ,LIBRARY='EXTERN02, VOLUME=SUSIT2
004300 F 25(1,5.0)
004400 /P~C F ROW
/SS F DNRS
uv~?vY•u J F
004700 ---~---1 25
F
F
F
F
1
GENERATION RATES *****
ROUND OFF
...,.~~~~~ B .01854,. ,.0312S+e0030
B 9 9 1.327 ,1 .. 015R22
•n.D~.J>a..n.JncN &.IJI.VR.''-"""J!.~ B ~~~1874, .2021, el56JS+.,QQ29
U.ll.'l!.4iio4.!1V' B 2o203,2.J217 ,J.445R22
,.8298,1.0215,.9272R21
,l.J08,1.15oos~.o2
,_,u,'·'--"'"-'-'-" B Q. JGJ279,.9067S+oOOJ
....-"""""....,""''""" <W.lii.'-'''"'"''"T,U>.IW B lelll,lo211,1.464S+.QJ
\ .. H.8\.l!U'U1V ZTGR4NE B .20:11.2172, .3242S+.03
ZTGR5FN B .0388,.0371,.0433,.0391R21
ZTGR3PX C ZHVS3PX
ZTGR5WC B 1.0*
••••••• *****TRIP ORIGINATION RATES*****
ZTOR6AN B .66,.69,.77,.66R21
ZTOR2PA B .41,.50,.21,.41R21
ZTOR2WA B .51,.32,.32,.44R21
ZTOR2HO B .4307,.5407,.3707,.4307R21
009500 ZTOR2TK B .159,.190,.260R22
009600 ZTOR2TC B .58,.80,.28R22
009700 ZTOR4CU B .478,.800,.550R22
009800 ZTOR4HE B .500,.85,~62R22
009900 ZTOR4NE B .561, .601, .601, .561R21
010000 ZTOR5FN B .47,.46,.40R22
010100 ZTOR3PX B .40,.44,.28R22
010200 ZTOR5WC B 0.
010300 ·~ ... d... ***** BASELINE TRIPS FROM ZONES *****
010400 -------ROUNDO
010500 C BPOP6AN*ZTGR6AN
010600 BTRP2PA C BPOP2PA*ZTGR2PA
010700 BTRP2WA C BPOP2WA+BPOP2SU*ZTGR2WA
010800 BTRP2HO C BPOP2HO*ZTGR2HO
C BPOP2TK*ZTGR2TK
c
c
Uolk..i!'IIJI'UU &P.II."'f.ll. V"""JY.'ll c ..... ...,.._ . ..._ ...,,...,.,..,.
C ....,~<L•.Il.6t.ll..n
C BUZT2WA*ADJUSTF
'-1-b"'?...!I.UU 'ft'Pf'lll,..,.l'hr.,.A C BUZT2HO*ADJUSTF
C BUZT2TK*ADJUSTF
~m,,m~ C BUZT2TC*ADJUSTF
.'1."'!1'~ ....... "·" ...... -"-.._._,._..,.......... C BUZT4CN*ADJUSTF
.. ,,_,~.. ___ .,o..ca.. BIZT4HE ·C BUZT4HE*ADJUSTF
.... _._ ..... ,Ln...... BIZT41\'E C BUZT4NE*ADJUSTF
BIZTSFN C BUZTSFN*ADJUSTF
U.Jl..""'''UUU BIZTJPX c BUZTJPX*ADJUSTF
BIZT5WC C BUZTSWC*ADJUSTF
OOOQOQQ ***GRAVITY MODEL DISTRIBUTION OF INTERZONAL TRIPS***
••••••• TRAVEL TIME IN MINUTES
V..:L.J...,.V'Y' ..,..,. ........ ...,.,...,.. 1 25
V.II.J..IJVV QTRT102 B 62*
UJI..J"'!!'UU QTRT103 B 641U3' 59R10
V.Jti.JJVV QTRT104 B 841?~3, 69lUO
U..!I..JUU'U QTRT105 B 170Rl3,155R10
015700 QTRT106 B 167R13,152Rl0
U..!I..J'IJ'YV QTRT107 B 313Rl3,298R10
015900 QTRT108 B 368R13~353Rl0
B 452Rl3 !l437Rl0
016100 QTRTllO B 531Rl3,516Rl0
..11-U.C.I\..NU QTRTlll B 425Rl3 4101UO
016300 QTRT112 B ~515R10
.~~.u ..... ,..,v QTRT203 B
B
B
B
:; .. '8
B
.;lo,.O.,..S.VV .... B
B
~V..ii..1U'U QTRT610 B
Llt.B.£;.1uli1Lll QTRT611 B
\U'LU • ..i!UU QTRT612 B 405*
;u.r.;.u-.\.HU QTRT708 B 55*
U&.VJVU QTRT709 B 139*
"•n••• ... QTRT710 B 218*
QTRT711 B 113*
.................... QTRT71.2 B 217*
QTRT809 B 84*
U&..II.,UUU QTRT810 B 163*
021100 QTRT811 B 168*
021200 QTRT812 B 272*
021300 QTRT910 B 79*
021400 QTRT911 B 252*
021500 QTRT912 B 356*
021600 QTRTOll B 331*
021700 QTRT012 B 435*
021800 B
GOGOQQ$ POWER EXPONENTS
L..L..SllM.,_JI ------1 25 JL'li."-AU'Hl.ll.O'.L.
x_;-__ ._," ... JJ QEXPTRT B
&""""""''u""' QEXPATT B
B -1*
c VP..I.Jl.l!.""-
c
.O:.'"'ii'U, . .l''I.Jt 1'\l~~U·I'liUI'\ B
B
B
nr.M~;n <l')'l1FI'\ B
~~-~~--~~'u•u•u vnJJ.,A.~&.I!.V B
C QWTH2HO+QWTP2HO+QWTC2HO+QW!E2HO+QWTR2HO
V&i..J&VU .......... ...,.,..,.,...... c QWTT2HO QEXPATT
B
B
B 1*
u.rr....t~uuu 1\t.'F!I'e'll!'"llll!'lll"' B 111:
B 5*
u&....uuuu QWTT2TC C QWTH2TC+QWTP2TC+QWTC2TC+QWTE2TC+QWTR2TC
QSWT2TC C QWTT2TC QEXPATT
V<!i.VVVV QWTH2TK B 3*
V&V..&t.VV QWTP2TK B 1*
A:..U&,"IIU QWTC2TK B 2*
u.-..uoJvu QWTE2TK B 1*
&v"''l"•..l'v QWTR2TK B 5*
V&VJVV QWTT2TK c QWTH2TK+QWTP2TK+QWTC2TK+QWTE2TK+QWTR2TK
026600 QSWT2TK C QWTT2TK QEXPATT
026700 QWTH4CN B 1*
V&UUVU QWTP4CN B 2*
026900 QWTC4CN B 2*
027000 QWTE4CN B 2*
027100 QWTR4CN B 5*
QWTT4CN C QWTH4CN+QWTP4CN+QWTC4CN~WTE4CN+QWTR4CN
QSWT4CN C QWTT4CN QEXPATT
QWTH4HE B
027500 QWTP4HE B
027600 QWTC4HE B
027700 B
QWTR4HE B 5 *
c
c
c
C QWTT5WC QEXPATT
W~iw..l4.li.'OI'IoU FACTOR C.t\JACULATIONS
1 ROUND4
u.--·~-·"' C QTRT102 QEXPTRT*QS'WT2PA
V<Jid.&VV ""l""'"'Ja.V&~'I C QTRT103 QEXPTRT*QSWT2WA
Ull..lVU.n.L'Il c QTRT104 QEXPTRT*QSWT2HO
C QTRT105 QEXPTRT*QSWT2TC
V..!I ... JVV "i.U.&,,J.-....'\1111/i~'l c QTRT106 QEXPTRT*QSWT2TK
-""-"-.. ·"'~ ...... 'l..!l"'""'&"'ll.n.£.'1 C QTRT107 QEXPTRT*QSWT4CN
\lU.&A>.&:~u&u:v C QTRT108 QEXPTRT*QSWT4HE
V..JJ.JA..VVV QBNE6AN c QTRT109 QEXPTRT*QSWT4NE
QBFN6AN C QTRTllO QEXPTRT*QSWTSFN
'"'"'~~""'~"""''lln C QTRTlll QEXPTRT*QSWT5WC
C QTRT112 QEXPTRT*QSWT3PX
VJt!M .... VV QBSF6AN c QBPA6AN+QBWA6.AN+QBH06AN+QBTC6AN+QBTK6.AN+QBCN6AN
C QBSF6AN+QBHE6AN+QBNE6AN+QBFN6AN+QBPX6AN
'u"""'""'""~~'...,u QSCF6AN C QBSF6AN QBEX
U-.&ul'VU QBAN2PA c QTRT102 QEXPTRT*QSWT6AN
U..II&.VV'IJ QBWA2PA c QEXPTRT*QSWT2WA
QBH02PA C QEXFT.RT*QSWT2HO
032800 C QEXPTRT*QSWT2TC
032900 C QTRT206
033000 C QTRT207 ""v·i~'-nf'l'lt:ll.,*r'"'·'~'~'~"~'"
C QTRT208 QEXPTRT*QSWT4HE
.!l.i0.4'1l"""""'"'~ C QTRT209 QEXPTRT*QSWT4NE
c
U..!I.J""l''UU QBWC2PA c c l"'.i!'f'ID B1'1>'1l"'
c
c
c
'\lU.I.""l!d.'\161f11&'1. c
~,l<.di •. ,J/-UU ""'"""""""".....,. ... "'""' c
V,JJ,JUV "i.t!Jl'"<l'A&.Ji.-.ilV c .f'l.M'ii'I>IO"''a~l'\L n1i:'V'Illf'f"Difl'!ilrf"'lte'IY!PII'IIli1'."1'A
c
nt!l'n:.l"~nn C OTH~T4lJ6 n 1c;;"t.:;;on'~"''!2·"'~:~w.1f'll't"''III'V'
U.JJUVU U-'-i>l.'16.1..itv c u .l!.Ji.'-. .ll.""il'U
"'M.!i-J>JI.:I&II&V c .._,..._.._, _ _,_...,'-·''L/1
U'bii?VUVV "(M.II.~IJI.:i&.JI..&V c
c
'UJV&UV Y'Uiiltl\4"-.l:ii.V C
c
C 'I.{U&.!IA.11&.!1.V VJ!.»ftn..€..l1V V.U&."A6.J~VT'V.PJ..'-"""'"1VT\
B.JI.JU.....I'UIU __ ,..,_..,.,....... QBSF2HO+QBHE2HO+QBNE2HO+QBFN2HO+QBPX2HO
C QBEX
C QEXPT~T*QSWT6AN
C QEXPTRT*QSl\"T2WA
11'1\'ll'll'l'lit'llft'll-"'11 C QTRT405 QEXPTRT*QSWT2HO
C QTRT205 QEXPTRT*QSWT2PA
QBTK2TC C QTRT506 QEXPTRT*QSWT2TK
QBCN2TC C QTRT507 QEXPT.RT*QSWT4CN
UAA.&.;.I-.d.V c QTRT508 QEXPTRT*QSWT4HE
"l&l'li.,IJI.OI&..!~v C QTRT509 QEXPTRT*QSWT4NE
C QTRT510 QEXPTR'I'*QSTIT5FN
QBWC2TC C QTRT511 QEXPTRT*QSWTSWC
037700 QBPX2TC C QTRT512 QEXPTRT*QSWT3PX
037800 QBSF2TC C QBPA2TC+QBWA2TC+QBH02TC+QBAN2TC+QBTK2TC+QBCN2TC
QBSF2TC C QBSF2TC+QBHE2TC+QBNE2TC+QBFN2TC+QBPX2TC
U..I/VUUU QSCF2TC c QBSF2TC QBEX
VJV.&.VV QBAN2TK c QTRT106 QEXPTRT*QSW'r6AN
u_,u~vu QBWA2TK C QTRT306 QEXPTRT*QSWT2WA
VJ'I.~JVV V.II.!IJ.J<V&.JI ....... c QTRT406 QEXPTRT*QSWT2HO
C QEXPTRT*QSWT2TC
c
C QTRT607
n.fi'il't'' ..... ,lulln!'JI' C QTRT608 QEXPTRT*QSWT4HE
.... "",.,..,,. ... ~ C QTRT609 QEXP1'RT*QSl-1T4NE
...,..., ..... .,....,o..N ._,.JL.J ......................... C QTRT610 QEXPTRT*QSWT5Fti
QBWC2TK C QEXPTRT*QS~~SWC
c
C f..l.!l.illl:l.o!.'l!<&..ll,-" VJUfll&1>&JJ..!!:\o..~'Ufi"'-'&tJJ.J&'.;
c
QEXPTRT*QSWT2PA
U-& • .JIUU ..... 'h~UlV'"If.!.'\1.&;.1 c QEXPTRT*QSWT2HO
U-4-UUU VJI4.Jl.,\U'"'iioo'~.lld C QTRT509 QEXPTRT*QSWT2TC
V.&lld. .... , •• .,.. ... ,.... c QEXPTRT*QSWT2TK
U""!''~UUU \J.D~IA't111~ c Qt"RT309 QEXPTRT*QSWT2WA
VU.Ul.lld""''A'il.il.;t c QTRT809 QEXPTRT*QSWT4HE
U"'lfoJVYV 'IJJ/JI'Idl.ll.'l""'l'&'ll.IW c QTRT709 QEXPTRT*QSWT4CN
C QTRT910 QEXPTRT*QSWTSFN
U"'li'Jti;;,UV v""'n·v-.r.a.•t.bf C QTRT911 QEXPTRT*QSWTSWC
U'"'i'J•,JI'UV ,.,._ .......... .,.,....... c QTRT912 QEXPTRT*QSWTJPX
U'"II'.J""'YVV ,_~..._. .... ,._-...... · .. .~~.:· c QBAN4NE+QBPA4NE+QBHIJ4NE+QBTC4NE+QBTK4NE+QBCN4NE
C QBSF4NE+QBHE4NE+QBWA4NE+QBFN4~m+QBPX4NE
.. JI .. _,.,..,..,,'OJ QSCF4~'E C QBSF4NE QBEX
C QTRTllO QEXPTRTaQSWT6AN
C QTRT210 QEXPTRT*QSWT2PA
vun•~~:a-~J~.r.&'ll C QTR'I31Q QEXPTRT*QS\n2WA
U"'?""'I'UUU QBTCSFN c QTRT510 QEXPTRT*QSWT2TC
C QTRT610 QEXPTRT*QSWT2TK
----~---C QTRT710
C QTJRT410 n'D<;JI'"I!"'imlol'i'I!A~n~t.li'I'I)UI
C QTRT910
U"'ii'""'F.JV'OJ F>.DV'I'"t:'!tll:':'~!f!I.T c 1'\'V~P'f}f'Fil)l'ftff,f"'(!f,JfiTI.,tJii'
C QTRTOll C n~~·n~)~*nQ~~~1W
c ""' ............ ~ .......
c
c
... &,.~~.,..,,.., QEXPTRT*QSCF2PA*QSWT2TC*BIZT2PA
C QEXPTRT*QSCF2PA*QSWT2TK*BIZT2PA
C QTRT207 QEXPTRT*QSCF2PA*QSWT4CN*BIZT2PA
U'"'''\ . .il"'ll'uu ,., ....... .~. ...... ,.., C QEXPTRT*QSCF2PA*QSWT4HE*BIZT2PA
C QTRT209 QEXPTRT*QSCF2PA*QSWT4NE*BIZT2PA
.... ..~~. ............... C QTRT210 QEXPTRT~QSCF2PA*QSWT5FN*BIZT2PA
QIZT211 C QTRT211 QEXPTRT*QSCF2PA*QSWT5WC*BIZT2PA*ZERO
V'"YVVVV ..., ...... .&.<liD"''-"" c QTR.T.U2 QEXPTRT*QSCF2PA*QSWT3PX*BIZT2PA
QIZT302 C QTRT203 QEXPTRT*QSCF2WA*QSWT2PA*BIZT2WA
......... ""'"""""..... QIZT301 C QTRT103 QEXPTR.T*QSCF2WA*QSWT6AN*BIZT2WA
QIZTJ04 C QTRT304 QEXPTRT*QSCF2WA~QSWT2HO*BIZT2WA
........... .~ ............... QIZT305.C QTRT305 QEXPTRT*QSCF2WA*QSWT2TC*BIZT2WA
QIZT306 C QTRT306 QEXP1RT*QSCF2WA~QSWT2TK*BIZT2WA
QIZT307 C QTRT307 QEXPTRT*QSCF2WA*QSWT4CN*BIZT2WA
._..__,_."a ..... QIZT308 C QTRT308 QEXPTRT*QSCF2WA*QSWT4HE*BIZT2WA
'V"'T""'""'"" QIZT309 C QTRT309 QEXPTRT*QSCF2WA*QSWT4NE*BIZT2WA
QIZT310 C QTRT310 QEXPTRT*QSCF2WA*QSWT5FN*BIZT2WA
QIZTJll C QTRT311 QEXPTRT*QSCF2WA*QSWT5WC*BIZT2WA*ZERO
QIZT312 C QTRT312 QEXPTRT*QSCF2WA*QSWT3PX*BIZT2WA
,L._ ... , ..... ~ .... !Uf QIZT401 C QTRT104 QEXPTRT*QSCF.2HO*QSWT6AN*BIZT2HO
_,._....,._... . ...,OJ.... C QTRT304 QEXPTRT*QSCF2HO*QSWT2WA *BIZT2HO
VJV.tt...VV QIZT402 c QTRT204 QEXPTRT·*QSCF2HO*QSWT2PA*BIZT2HO
,. .......................... QIZT405 C QTRT405 QEXPTRT*QSCF2HO*QSWT2TC*BIZT2HO
VJV""'''VV QIZT406 c QEXPTRT*QSCF2HO*QSWT2TK*BIZT2HO
C QEXPTRT*QSCF2HO*QSWT4CN*BIZT2HO
VJU'U'VU QIZT408 c QEXPTRT*QSCF2HO*QSWT4HE*BIZT2HO
c
......... .., .... ""... QIZT410 C
'I..I..LS:...A."V..li-.A. c
c
C 1\t'M:ll '1'it'Ji t'U::
C n~i~~~ n~~rnTDT1tAQ~V')~·•n~~,~~~~l~~~D ~m~~mv
.JI.""".II.VV""' c
C nl"ff"':l•m~l
UJ<JUUV Y..!!..lllDlLJb'Y'..!IaU c
./I.<Lii.!I.V..L..&. c
V.Jod/<!LVU V..L&J!.LU..!!;.&. c ,..l"'l''!nl'li'I.C:
c
c
C QTRT407 QEXPTRT*QSCF4CN*QSWT2H0~fB!ZT4CN
C QTRT507 QEXPTRT*QSCF4CN*QSWT2TC*BIZT4CN
C QTRT607 QEXPTRT*QSCF4CN*QSWT2TK*BIZT4CN
C QTRT307 QEXPTRT*QSCF4CN*QSWT2WA*BIZT4CN
~~~;~n C QTRT708 QEXPTRT*QSCF4CN*QSWT4HE*BIZT4CN
C QTRT709 QEXPTRT*QSCF4CN*QSWT4NE*BIZT4CN
C QTRT710 QEXPTRT*QSCF4CN*QSWT5FN*BIZT4CN
.. ,....,...,. ......... 'Llf QIZT711 C QTRT711 QEXPTRT*QSCF4CN*QSWT5WC*BIZTl~CN*ZERO
VJ"'T..,UU QIZT712 c QTRT712 QEXPTRT*QSCF4CN*QSWT3PX*BIZT4CN
'""....,..,....,. .... ...,., QIZT801 C QTRT108 QEXPTRT*QSCF4HE*QSWT6AN*BIZT4HE
VJ"""i'JVU QIZT803 c QTRT308 QEXPTRT*QSCF4HE*QSWT2~~*BIZT4HE
..,. ..... .,. ............. QIZT802 C QTRT208 QEXPTRT*QSCF4HE*QSWT2PA*BIZT4HE
QIZT805 C QTRT508 QEXPTRT*QSCF4HE*QSWT2TC*BIZT4HE
~~'~vv QIZT806 C QTRT608 QEXPTRT*QSCF4HE*QSWT2TK*BIZT4HE
QIZT807 C QTRT708 QEXPTRT*QSCF4HE*QSWT4CN*BIZT4HE
QIZT804 C QTRT408 QEXPTRT*QSCF4HE*QSWT2HO*BIZT4HE
QIZT809 C QTRT809 QEXPTRT*QSCF4HE*QSWT4NE*BIZT4HE
055200 QIZT810 C QTRT810 QEXPTRT*QSCF4HE*QSWT5FN*BIZT4HE
U.J...I/JUU QIZT811 c QTRT811 QEXPTRT*QSCF4HE*QSWT5WC*BIZT4HE*ZERO
055400 QIZT812 r QTRT812 QEXPTRT*QSCF4HE*QSWT3PX*BIZT4HE
055500 QIZT902 C QTRT209 QEXPTRT*QSCF4NE*QSWT2PA*BIZT4NE
055600 QIZT903 C QTRT309 QEXPTRT*QSCF4NE*QSWT2WA*BIZT4NE
055700 QIZT904 C QTRT409 QEXPTRT*QSCF4NE*QSWT2HO*BIZT4NE
055800 QIZT905 C QTRT509 QEXPTRT*QSCF4NE*QSWT2TC*BIZT4NE
055900 QIZT906 C QTRT609 QEXPTRT*QSCF4NE*QSWT2TK*B1ZT4NE
056000 QIZT907 C QT.RT709 QEXPT.RT*QSCF4NE*QSWT4CN*BIZT4NE
056100 QIZT908 C QTRT809 QEXPTRT*QSCF4NE*QSWT4HE*BIZT4NE
056200 QIZT901 C QTRT109 QEXPTRT*QSCF4NE*QSWT6AN*BIZT4NE
056300 QIZT910 C QTRT910 QEXPTRT*QSCF4NE*QSWTSFN*BIZT4NE
U.JU"TVV QIZT911 c QTRT911 QEXPTRT*QSCF4NE*QSWT5WC*BIZT4NE*ZERO
056500 QIZT912 C QTRT912 QEXPTRT*QSCF4.NE*QSWT3PX*BIZT4~'E
056600 QIZTOOl C QTRTllO QEXPTRT*QSCF5FN*QSWT6AN*BIZTSFN
QIZT003 C QTRT310
c
c
c
V.JV<JVV '\..1'.ll....,,.ll.d...li'-U c
c
c
Llil • .lf'Li''UI<!.A'UI "(.0..""'' .......... ,, .. c
'l.l.!I.""IJI..&..ao...n. C ..-..ft'ln<m'll
'{..C...W.II...ll.£d..L. c
C QTRT312
"(..!!.""'IJI.d..Q;.... C QTRT212
................ ""'..,. C QTRT512 QEXPTRT*QSCF3PX*QSWT2TC*BIZT3PX
V..ll.&dld.oll.clidV c QTRT612 QEXPTRT*QSCFJPX*QS~'T2TK*BIZT3PX
C QTRT712 QEXPTRT*QSCF3PX*QSWT4CN*BIZT3PX
"< ........................ C QTRT812 QEXPTRT*QSCF3PX*QSWT4HE*BIZT3PX
•&.•d.•~"" C QTRT912 QEXPTRT*QSCF3PX*QSWT4NE*BIZT3PX
............... _.... C QTRT012 QEXPTRT*QSCF3PX*QSWT5FN*BIZT3PX
C QTR.T122 QEXPTRT*QSCF3PX*QSWT5WC*5IZT3PX*ZERO
QIZT124 C QTRT412 QEXPTRT*QSCF3PX*QSWT2HO*BIZT3PX
o o " a • t~ a-NUMBER OF INTERZONAL TRIPS BY ROAD SEGMENT
-----1 14
BRSOl C BIZT6AN+QIZT20l+QIZT30l+QIZT40l+QIZT50l+QIZT60l+QIZT701
BRSOl C BRS0l+QIZT80l+QIZT901+QIZT00l+QIZT11A+QIZT121
,u, .......... _.....,...,. BRS02 C BIZT2PA+QIZT102+QIZT302+QIZT402+QIZT502+QIZT602+QIZT702
UUU""l''UU BRS02 c BRS02+QIZT802.+QIZT902+QIZT002+QIZT11P+QIZT122
BRS03 C BIZT6AN-QIZT102+BIZT2PA-QIZT20l+QIZT30l+QIZT302+QIZT401
._A,UIU'!J'L<" ... BRSOJ C BRS03+QIZT402+QIZT50l+QIZT502+QIZT60l+QIZ1602+QIZT701
BRS03 C BRS03+QIZT702+QlZT801+QIZT802+QIZT901+QIZT902+QIZT001
'UUUUUV BRSOJ c BRS03+QIZT002+QIZT11A+QIZT11P+QIZT12l+QIZT122
060900 BRS04 C BIZT6AN-QIZT102-QIZT103+BIZT2PA-QIZT201-QIZT203+BIZT2WA
061000 BRS04 C BRS04-QIZT301-QIZT302+QIZT40l+QIZT402+QIZT403+QIZT501
061100 BRS04 C BRS04+QIZT502+QIZT503+QIZT60l+QIZT602+QIZT603+QIZT701
061200 BRS04 C BRS04+QIZT702+QIZT703+QIZT801+QIZT802+QIZT803+QIZT901
061300 BRS04 C BRS04+QIZT902·}QIZT903+QIZT001+QIZT002+QIZT003+QIZT11A
061400 BRS04 C BRS04+QIZT11P+QIZT113+QIZT12l+QIZT122+QIZT123
061500 -------1 25
VU'"""'VI'Y'V BRS05 c BIZT6AN-QIZT102-QIZT103-QIZT104+BIZT2PA:-QIZT201-QIZT203
061700 BRS05 C BRS05-QIZT204+BIZT2WA·PQIZT301-QIZT302=QIZT304+BIZT2HO
061800 BRS05 C BRS05-QIZT401-QIZT402-QIZT403+QIZT501+QIZT502+QIZT503
061900 BRS05 C BRS05+QIZT504+QIZT60l+QIZT6024-QIZT603+QIZT60l;.+QIZT701
062000 BRS05 C BRS05+QIZT702+QIZT703+QIZT704+QIZT80l+QIZT802+QIZT803
C BRS05+QIZT804+QIZT90l+QIZT902+QIZT903+QIZT904+QIZT001
C BRS05+QIZT002+QIZT003+QIZT004+QIZT11A+QIZT11P+QIZT113
c
BRSlO
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BRSll
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VVV<&VV BRS13
C u&,\lol•vv 1r~v
c .............. v ....
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BRS09+QIZT509+QIZT510+QIZT608+QIZT609+QIZT610+QIZT708
C BRS09+QIZT709+QIZT710+BIZT4HE-QIZT809~QIZT810+BIZT4NE
C BRS09-QIZT910+BIZT5FN-QIZT008-QIZT009+QIZT118+QIZT119
C BRS09+QIZT11F+QIZT128+QIZT129+QIZT120
C QIZT109+QIZT110+QIZT209+QIZT210+~2~T309+QIZT310+QIZT409
C BRS10+QIZT410+QIZT509+QIZT510+QIZT609+QIZT610+QIZT709
C BRS10+QIZT710+QIZT809+QIZT810+BIZT4NE-QIZT910+BIZT5FN
C BRS10-QIZT009+QIZT119+QIZT11F+QIZT129+QIZT120
C QIZT110+QIZT210+QIZT310+QIZT410+QIZT510+QIZT610+QIZT710
C BRSll+QIZT810+QIZT910+BIZT5FN+QIZTllF+QIZT120
C QIZT112+QIZT212+QIZT312+QIZT412+QIZT512+QIZT612+QIZT712
C BRS12+BIZT3PX+QIZT812+QIZT912+QIZT012+QIZT11X
C ZERO
vuv..;vv ------15 25
066400 BRSOl
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067100 BRS04
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06 7 300 &I'.&.""'·J,..&'\o
C QIZT102+QIZT201
C BIZT2PA+QIZT102+QIZT302+QIZT402+QIZT502+QIZT602+QIZT702
C BRS02+QIZT802+QIZT902+QIZT002+QIZT11P+QIZT122
C BIZT2PA-QIZT20l+QIZT302+QIZT402+QIZT502+QIZT602
C BRSOJ+QIZT702+QIZT802+QIZT902+QIZT002+QIZT11P+QIZT122
C QIZT103+BIZT2PA-QIZT201-QIZT203+BIZT2WA+QIZT302+QIZT402
C BRS04+QIZT403+QIZT502+QIZT503+QIZT602+QIZT603
C BRS04+QIZT702+QIZT703+QIZ!802+QIZT803+QIZT902+QIZT903
C BRS04+QIZT002+QIZT003+QIZT11P+QIZT113+QIZT122+QIZT123
C BIZT6AN-QIZT20l+QIZT30l+QIZT40l+QIZT50l+QIZT60l+QIZT701
C BKNIK+QIZT80l+QIZT90l+QIZT00l+QIZT11A+QIZT121 ** DAILY VOLo BY COT.'I..,'I>6'i!':''t!.'~ 1:1f
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EUZT5FN C ETRP5F.N*ZTOR5FN
EUZT3PX C ETRP3PX*ZTOR3PX
EUZT!.PW'C C ZERO
EUZTALL C EUZT6AN+EUZT2PA+EUZT2WA+EUZT2HO+EUZT2TC+EUZT2TK+EUZT4CN
EUZTALL C EUZTALL+EUZT4HE+EUZT4NE+EUZT5FN+EUZT3PX
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ADJUST2 C EUZTALL/ETB~ALL
ADJUSTE C .5/ADJUST2
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072500 EIZT6AN C EUZT6AN*ADJUSTE
EIZT2PA C EUZT2PA*ADJUSTE
072700 EIZT2WA C EUZT2WA*ADJUSTE
EIZT2HO C EUZT2HO*ADJUSTE
'""'"'"'"""',. C EUZT2TK*ADJUSTE
EIZT2TC C EUZT2TC*ADJUSTE
EIZT4CN C J!:aU&r..l.."''l''U•.l"'--n....,.
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A.Yt.d. .............. ,v C QTRT306 QEXPTRT*QSCF2WA*QSHT2TK*EI.ZT2WA
C QTRT307 QEXPTRT*QSCF2WA*QSWT4CN*EIZT2WA
"ll"i'7ft'l:"'l.nn C QEXPTRT*QSCF2WA*QSWT4HE 11iEIZT2WA
C QTRT309 QEXPTRT*QSCF2WA*QSWT4NE 1tEIZT2WA
C QTRT310 QEXPTRT*QSCF2WA*QSWT5FN1"EIZT2WA
·~"-·.!...,..~ ....... C QTRT311 QEXPTRT*QSCF2WA*QSWT5WC*EIZT2WA*ZERO
..~.~ .... .~~~. ..... .~"'""' C QTRT312 QEXPTRT*QSCF2WA*QSWT3PX*EIZT2WA
n"''l>'"'llnnn C QTRT104· QEXPTRT*QSCF2HO*QSWT6AN*EIZT2HO
RIZT403 C QTRT304 QEXPTRT*QSCF2HO*QSWT2WA*EIZT2HO
RIZT402 C QTRT204 QEXPTRT*QSCF2HO*QSWT2PA*EIZT2HO
~~$~nn RIZT405 C QTRT405 QEXPTRT*QSCF2HO*QSWT2TC*EIZT2HO
RIZT406 C QTRT406 QEXPTRT*QSCF2HO*QSWT2TK*EIZT2HO
RIZT407 C QTRT407 QEXPTRT*QSCF2HO*QSWT4CN*EIZT2HO
RIZT408 C QTRT408 QEXPTRT*QSCF2HO*QSWT4HE*EIZT2HO
~~-wnn RIZT409 C QTRT409 QEXPTRT*QSCF2HO*QSWT4NE*EIZT2HO
RIZT410 C QTRT410 QEXPTRT*QSCF2HO*Q3WTSFN*EIZT2HO
--~·~~ RIZT411 C QTRT411 QEXPTRT*QSCF2HO*QSWT5WC*EIZT2HO*ZERO
RIZT412 C QTRT412 QEXPTRT*QSCF2HO*QSWT3PX*EIZT2HO
078100 RIZT502 C QTRT205 Q~~PTRT*QSCF2TC*QSWT2PA*EIZT2TC
078200 RIZT503 C QTRT305 QEXPTRT*QSCF2TC*QSWT2'WA*EIZT2TC
078300 RIZT504 C QTRT405 QEXPTRT*QSCF2TC*QSWT2HO*EIZT2TC
078400 RIZT501 C QTRT105 QEXPTRT*QSCF2TC*QSWT6AN*EIZT2TC
078500 RIZT506 C QTRT506 QEXPTRT*QSCF2TC*QSWT2TK*EIZT2TC
078600 RIZT507 C QTRT507 QEXPTRT*QSCF2TC*QSWT4CN*EIZT2TC
078700 RIZT508 C QTRT508 QEXPTRT*QSCF2TC*QSWT4HE*EIZT2TC
078800 RIZT509 C QTRT509 QEXPTRT*QSCF2TC*QSWT4NE*EIZT2TC
078900 RIZT510 C QTRT510 QEXPTRT*QSCF2TC*QSWT5FN*EIZT2TC
RIZT511 C QTRT511 QEXPTRT*QSCF2TC*QSWT5WC*EIZT2TC*ZERO
079100 RIZT512 C QTRT512 QEXPTR~*QSCF2TC*QSWT3PX*EIZT2TC
RIZT601 C QTRT106 QEXPTR1*QSCF2TK*QSWT6AN*EIZT2TK
079300 RIZT603 C QTRT306 QEXPTRT*QSCF2TK*QSWT2WA*EIZT2TK
A.'i>.d.S..I.!I.Uv.i!-v C QTRT406 QEXPTRT*QSCF2TK*QS"W"'T2HO*EIZT2TK
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C QEXPTRT*QSCF4HE*QSWT4NE*EIZT4HE
C QEXPTRT*QSCF4HE*QSWT5FN*EIZT4HE
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C QTRT209 QEXPTRT*QSCF4NE*QSWT2PA*EIZT4NE
C QTRT309 QEXPTRT*QSCF4NE*QSWT2WA*EIZT4NE
RIZT904 C QTRT409 QEXPTRT*QSCF4NE*QSWT2HO*EIZT4NE
u~~~uu RIZT905 C QTRT509 QEXPTRT*QSCF4NE*QSWT2TC*EIZT4NE
RIZT906 C QTRT609 QEXPTRT*QSCF4NE*QSWT2TK*EIZT4NE
uu..~~uuv RIZT907 C QTRT709 QEXPTRT*QSCF4NE*QSWT4CN*EIZT4NE
VV...,..II..UVI RIZT908 c QTRT809 QEXPTRT*QSCF4NE*QSWT4HE*EIZT4NE
VVoJ .... VY RIZT901 c QTRT109 QEXPTRT*QSCF4NE*QSWT6AN*EIZT4NE
VU..U.JUU RIZT910 c QTRT910 QEXPTRT*QSCF4NE*QSWT5FN*EIZT4NE
UU...JI""'i'IIJU RIZT911 c QTRT911 QEXPTR.T*QSCF4NE*QSWT5WC*EIZT4NE*ZERO
11.su...u...,vv RIZT912 C QTRT912 QEXPTRT*QSCF4NE*QSWT3PX*EIZT4NE
VUJUVV RIZTOOl c QTRT110 QEXPTRT*QSCF5FN*QSWT6AN*EIZT5FN
RIZT003 C QTRT310 QEXPTRT~QSCF5FN*QSWT2WA*EIZT5FN
VUJUVV RIZT004 c QTRT410 QEXPTRT*QSCF5FN~QSWT2HO*EIZT5FN
083900 RIZT005 C QTRT510 QEXPTRT*QSCF5FN*QSWT2TC*EIZT5FN
084000 RIZT006 C QTRT610 QEXPTRT*QSCF5FN*QSWT2TK*EIZT5FN
084100 RIZT007 C QTRT710 QEXPTRT*QSCF5FN*QSWT4CN*EIZT5FN
LO .... ~,.,.............. RIZT008 c QTRT810 QEXPTRT*QSCF5FN*QSWT4HE*EIZT5FN
084300 RIZT009 C QTRT910 QEXPTRT*QSCF5FN*QSWT4NE*EIZT5FN
084400 C QTRT210 QEXPTRT*QSCF5FN*QSWT2PA*EIZTSFN
UU"TJ'U\1.8 RIZTOll c QTRTOll QEXPTRT*QSCF.5FN*QSWT5WC*EIZTSFN*ZF .. RO
UU""'i'UUU RIZT012 c QTRT012 QEXPTRT*QSCF5FN*QSVIT3PX*E!ZTSFN
084700 RIZTllP C QTRT211 QE."'{PTRT*QSCF5WC*QSWT2PA*EIZT5WC
UU"'!i'UUU RIZTllA c QTRTlll QEXPTRT*QSCF5WC*QSWT6AN*EIZT5WC
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UU.JU'UV &'~...i.&.e.L..J!o,"''-""" C QTRT511 QEXPTRT*QSCF5WC";*QSWT2TC*EIZT5WC
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C ERS04+R.IZT702+RIZT703+RIZT801+RIZT802+RIZT80.3+RIZT90l
C ERS04+RIZT902+RIZT903+RIZT001+RIZT002+RIZTOOJ+RIZT11A
C ERS04+RIZT11P+RIZT113+RIZT121+RIZT122+RlZT123
1 25
C EIZT6AN-RIZT102-RIZT103-RIZT104+EIZT2PA-RIZT201-RIZT203
C ERS05-RIZT204+EIZT2WA-RIZT301-RIZT302-RIZT304+EIZT2HO
C ERS05-RIZT401-RIZT402-RIZT403+RIZT501+RIZT502+P~ZT503
C ERSOS+RIZT504+RIZT601+RIZT602+RIZT603+RIZT604+RIZT701
C ERS05+RIZT702+RIZT703+RIZT704+RIZT801+RIZT802+RIZT803
C ERS05+RIZT804+RIZT90l+RIZT902+RIZT903+RIZT904+RIZT001
C ERS05+RIZT002+RIZT003+RIZT004+RIZT11A+RIZT11P+RIZT113
C ERS05+RIZT114+RIZT121+RIZT122+RIZT123+RIZT124
C EIZT6AN-RIZT102-RIZT103-RIZT104-RIZT106+EIZT2PA-RIZT201
C ERS06-RIZT203-RIZT204-RIZT206+EIZT2WA-RIZT301-RIZT302
C ERS06-RIZT304-RIZT306+EIZT2HO-RIZT401-RIZT402-RIZT403
C ERS06+RIZT50l+RIZT502+RIZT503+RIZT504+RIZT506+EIZT2TK
C ERS06-RIZT601-RlZT602-RIZT603-RIZT604+RIZT70l+RIZT702
C ERS06+RIZT703+RIZT704+RIZT706+RIZT80l+RIZT802+RIZT803
C ERS06+RIZ1'8Q4,+RIZT806+RIZT901 +RIZT902+Rl ZT903+RI ZT904
C ERS06+RIZT906+RIZT00l+RIZT002+RIZT003+RIZT004+RIZT006
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C ERS06+RIZT122+RIZT123+RIZT124+RIZT126-RIZT406
C RIZT106+RIZT206+RIZT306+RIZT406+RIZT506+EIZT2TK+RIZT706
C ERS07+RIZT806+RIZT906+RIZT006+RIZT116+RIZT126
C EIZT6AN-RIZT102-RIZT103-RIZT104-RIZT105-RIZT106+EIZT2PA
C ERS08-RIZT201-RIZT203-RIZT204-RIZT205=RIZT206+EIZT2WA
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C JUJ~.-.....,,.su ... .-... ~~.."'"".._ ...... ._...._
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c J.:.lli.'T>.S..JVU ...... ...._ .... ,..,...,,..N.,..
c ~!o.,J!V&. 'A.'"-L&•.LU\.1&
EIZT2PA-RIZT20l+RIZT302+RIZT402+RIZT502+RIZT602
C ERS03+RlZT702+RIZT802+RIZT902+RIZT002+RIZT11P+RIZT122
C RIZT103+EIZT2PA-RIZT201-RIZT203+EIZT2WA+RIZT302+RIZT402
C ERS04+RIZT403+RIZT502+RIZT503+RIZT602+RlZT603
C ERS04+RIZT702+RIZ~703+RIZT802+RIZT803+RIZT902+RIZT903
C ERS04+RIZT002+RIZT003+RIZT11P+RIZT113+RIZT122+RIZT123
C EIZT6AN-RIZT20l+RIZT301+RIZT401+RIZT501+RIZT60l+RIZT701
C EKNIK+RIZT80l+RIZT90l+RIZT00l+RIZT11A+RIZT121 ** AVERAGE ANNUAL DAILY TRAFFIC VOL. BY ROAD SEGMENT **
1 25
C ERS01*2
C ERS02*2
C ERS03*2
C ERS04*2
C ERS05*2
c JI,;&II. ... S.JJUU
C ERS07*2
C ERS08*2
C ERS09*2
c .&.;~~~o.~#..bV
C ERS11*2
c I.:.IA.'-"''..&.&..
c .a..a.a.'-.. .,da..,
l"U'Ii'l'i\I"''!.TTJ!I' c Ud.'\oll.''ll4.& ...
.li.U.LJWI!V C u~.&.ll.l''.ll. AJ.~.~~ . ...~..
c c ................ ,_
.!lou.~oo.r..n'&'" C
c
c
c
c
c ...,.._._ ...... ,~-~,.JLI.
..... "'"".._...,.. ... ,. ..... C EIZT4NE+DIZT4NE
C EIZT5FN+DIZT5FN
~-·\~~ C EIZT3PX+DIZT3PX
C EIZT5WC+DEXT1Vl+DEXT1Wl+DTRUCKS+DSUPPRT+DOFFICL
C BIZT6AN+PIZT6AN
C BIZT2PA+PIZT2PA
TIZT2WA C BIZT2WA+PIZT2WA
TIZT2HO C BIZT2HO+PIZT2HO
nnnnnn TIZT2TK C BIZT2TK+PIZT2TK
TIZT2TC C BIZT2TC+PIZT2TC
TIZT4CN C BIZT4CN+PIZT4CN
TIZT4HE C BIZT4HE+PIZT4HE
~~&~~~ TIZT4NE C BIZT4NE+PIZT4NE
.. ".._._.Jii.._."-JJ TIZT5FN C BIZT5FN+PIZT5FN
TIZTJPX C BIZT3PX+PIZT3PX
TIZT5WC C BIZT5WC+PIZT5WC
100600 o•o•••• PROJECT-RELATED INTERZONAL TRIPS BY ROAD SEGMENT
100700 -------1 14
100800 DRSOl C DIZT6AN+DIZTNRO
100900 DRSO~ C DIZT2PA
101000 DRS03 C DIZT6AN+DIZTNRO+DIZT2PA
101100 DRS04 C DIZT6~+DIZTNRO+DIZT2PA+DIZT2WA
101200 -------1 25
101300 DRS05 C DIZT6AN+DIZTNliO+DIZT2PA+DIZT2WA+DIZT2HO
101400 DRS06 C DRS05+DIZT2TK
101500 DRS07 C DIZT2TK
101600 DRS08 C DRS06+DIZT2TC
101700 DRS09 C DIZT5FN+DIZT4HE+DIZT4NE+DIZTNRS
101800 DRSlO C DRS09-DIZT4HE
101900 DRSll C DRS10-DIZT4NE
102000 C DRS08+DRS09+DIZT4CN+DEXT12A~·DTRUCKS+DSUPPRT+DOFFICL
102100 C DIZT3PX+DEXT12B
c JIJ,O,l.t..i'..ll..&,£:11. UJ!.'l.U.J .. 8aJl.l UL.i.f1~.il...ll..ll''il..!..
c
c
c
c
c
c
C DADT06+EADT06
c
c
C DADT09+EADT09
C DADTlO+EADTlO
C DADTll+EADTll
liM# ....... ~ C DADT12A+EADT12
l!.a.J>I.&. ........ -C DADT12B+EADT12
C DADT13+EADT13
nM"'I:n'I"'D" C DADTKNK+EADTKNK
TOTAL INTERZONAL TRIPS BY ROAD SEGMENT
C BRSOl+DRSOl+ERSOl
-'L._., .......... ,.... .... TRS08
TRS09
107100 .~~. ............. ...
C BRS02+DRS02+ERS02
C BRS03+DRS03+ERS03
C BRS04+DRS04+ERS04
C BRS05+DRS05+ERS05
C ~iiS06+DltS06+ERS06
C BRS07+DRS07+ERS07
C BRS08+DRS08+ERS08
C BRS09+DRS09+ERS09
C BRSlO+DRSlO+ERSlO
C u&'\.A.Idi..A.--. ua.~.w..e...!l. --.--.&:.~&'-...,...1!:..&.
c ....,.1!.11.116'.Jl.6T.Lf'l.,~&,;t..JI.,~-r-£e~.'-•JJ..&
VOLe
C TPOP2HO+TPOP2WA+TPOP2SU*ZWvS2HO
C :POP2TC*ZHVS2TC
C TPOP4CN*ZHVS4CN
C TPOP4HE*ZHVS4HE
C TPOP4NE*ZHVS4NE
C TPOP3PX*ZHVS3PX
C BHVSSWC+PHVSSWC
0
***** AVERAGE ANNUAL D~~LY TRAFFIC VOLUME IMPACTS *****
C TADTOl-BADTOl
C TADT02-BADT02
C TADT03-BADT03
_..__._-"'-_.....,....,. UADT04 C TADT04-BADT04
..!l..;;.J;.UVV UADT05 c TADT05-BADT05
..11.-!.~.A.VV UADT06 c TADT06-BADT06
......... ,., .... UADT07 C TADT07-BADT07
_IL_._ .... ...., ..... """' UADT08 C TADT08=-BADT08
..JJ....E..Ih...,vv UADT09 C TADT09-BADT09
112500 UADTlO C TADT10-BADT10
C TADTll....,BADTll
U~'.Lo!l..6~ c TADT12A-BADT12A
_...__._,.._._.....,..,. ...,&ll> ... '.llo."'"".lii·-C TADT12B-BADT12B
c JI.Cli.JI.' ..II. ..,L.,J-,~,;.,;au ,.1. .&..J
-"-...lb.JVVV y~·4'1,.,1!>''4,1A"'-c .II.JIO;a.&ool''.li..&'Y.~I.,., U£1&1/J!..II~'I .. i;"-
B G
B G
B e
B a ol4, o03R22
B • , .188, §09R22
B e ,el88to09R22
f'lll R'lAMI"t.'l'l""''.'ll"'i'P B • 01 *
B .05*
B .11,.11,.1R22
B .06*
B .06*
B elJ*
B a
B olJ*
B .. 168*
118000 ZT.RK09 B ~134*
118100 B
B .13,al3,olOR22
B e144, al44, c
B .144,.144,ol7R22
..,..&.,I.I'..Ji''-fU ..., • ......,..,.,.,."""''"'"' B e 05*
BADT12*ZTRIQ.2
BADT13*ZCA!UJ
BADT13*ZCMP13
c
c
c
c
c ~..ll..VU .i>d'Y&;':IIA"Y''.I V U&.:a.JL!'A\.IV
c
c
c
c
C EADT07*ZTRK07
C EADT08*ZCAR08+DADT08
C EADT08*ZCMP08
C EADT08*ZTRK08
C EADT09*ZCAR09+DADT09
C EADT09*ZCMP09
C EADT09*ZTRK09
C EADTlO*ZOARlO+DADTlO
C EADTlO*ZCMPlO
C EADT10*ZTRK10
C EADTll*ZCARll+DADTll
C EADTll*ZCMPll
C EADTll*ZTRKll
~~·~&~ C ~il2*ZCAR12+DADT12A~DTRUCKS-DTRUCKS
C EADT12*ZCMP12
.I!.A.'WI:.....,...,..., C EADT12*ZTRK12+DTRUCKS+DTRUCKS
~"'.~..""u C EA.DT12*ZCAR12+DADT12B
EADT12*ZCMP12
.JJ....JI.J.JUU i'irlll"''hii"n~rrr C Rl'!~lf'Plll\l'Y-io'Pl
c M..a,.JI."-Ji."ffo,.\1.&.
c .U.I.Ei~J!.'!!o..U,&,TJ; .11.,11.'-i!.'W'II&
C BTRKQ3,·EP1:RKO
C B'.I'itK0.4+F~[04
C ""'.111."-'.&'-UJC...LY~f'I'IID'VI\ C
C BTR.K06~+P~m.K<)6
c .-....... 'Wo,'Y'
C BTRK08+PTR.K08
C BTR.K09+PTRK09
C BTlUUO+PTR.Kl.O
C BTRKll+PTRICtl
.~. .... "",.&A:'.L C BTRK12+PTRKl2A
b.J"'''UUV Ji. .L.I.'II..il."'-ol!:t..U c BTRK12+PTR1Ct2B
c U./l,J&Y.'Io..iio.,,JO'Jf; .,L.t.'\o.l."illo>""'
.A....e""'tu;;.•v """"""""·~·-C BTB:IOO\fK+:Pl~£/i''•n"'
.u~~.-.,..-.t:ll!. c
.~~."""";'ll,i;."""'.c'll. C PHVS2WA*ZCAR03
li.JI.'U&;:!lllo'lo,L.JI.V c
.~~.~~"""'~"""'·"'""' C PHVS2TK*ZCAR07
C PHVS2TC*ZCAR06
""'"'Q.L'\.'Y.I.'II c
J.I'U&;:!IAW;i&a c DUTrC! l.u»llltz',r:n. .. '-LV
,l,l'Y.n.il.'li..&'IIJ!.;4 c
C ft11'!;"11"7tl"'"''l'""'""!l!>=:.,'.,."'::n~~o'-L&
nv.a..n.n\,t C
c
.!I.A£\oili8.'l!JI.'I;.t"JU c .Ul.ll.'l.l•.n.Llt.II'IJ1\.it
C BHC:MPl~A+l~HC]MPP.
C BHC!MPlJA+J~HCMPW.
l'i"'1!"i;RlU'I/''ll1'11'1'\ c .UD.\.I.I.'.IIJI:'JIJ.V'T.J!:iJ.\
c UJ..&q..,A'A..:;;
C BHCMPTC+PHCMPTC
.... .., . .,...,v.,..., ll'ft1'1'.1"11lllrl"!il"l11.T C BHCMPCN+PHCMPCN
C BHCMPHE+PHCMPHE
C BHCMPNE+PHCMPNE
C BHCMPPX+BHCMPPX
C BHCMPWC+PHCMPWC
C BHTRKPA+PHTRXPA
..:!..""i'~J.IJ,.\JFU .11.411.d.4""i'to.!VV&."1i. c BHTRKWA+PHTRKWA
..l!.."''l'~.~o~:.\.i,v .~~.~..r..r..a."'~"'.a."' C BHTRKHO+PHTRKHO
...... .,.,...,_,...,, ..... THTR.KTK C BHTRKTK+PHTR.Kl'K
.A.JU • .!I.AI ........ .i~ .... c BHTRKTC+PHTRKTC
.,..,,,...,y•v THTRKCN C BHTRKCN+PHTRXCN
.,..~~. ... £.-~.,....... C BHTRKHE+PHTR.KHE
THTRKNE C BHTR.KNE+PHTR.KNE
C BHT.RKPX+BHTRKPX
.L.,.,.,.,. . ...,,"' .......... """""',...,...,,.,. C BH~L'RK:WC1~PHTR1GJC
QQQQQQO ****ACCIDENT ROUTINES ****
ROUNDS
B o00806,o io006J3,a00696R21
B ~00429~o00164,e00126,o00216R21
B GOOj ,a00082~a
B 0 g gaOOJ14,o
B 0 00345' 0 00345 i) t (!I \J\J...,j,..I!..Ul!:\.&...A.
B o ,o00Jli,e01JOO,o00752R21
UU'I.IUU~ 0 Sj 0 00811R21
UUJO..JIU..!Lft m0l09lp u00846R2l
'0 ~ o600, o417R21
o,750, J olll, o318R21
,10QO~aJJJ,o632R21
' G , "' ' 0 269R21
~444, o , 'e462R21
oOO,aOO,.OO,olOR21
B oOO,oOO,oOO,oOOR21
C ZINJOl
, ctOO, o80, .42R21
l) o25, ol9, o2JR21
lt .QQ, o67 J .41R21
B 1. ,.25,.23,.32R21
, ... ""!i' • .IJ"'%?1WVU ........ .,...... ............. B • 00' C> 00' 0 6 7 J fJ 40R21
ZINJ4CN B • ,.27,.33,.37R21
ZINJ4HE B .OO,.OO,l.0,.40R21
ZINJ4NE B .59,.33,e44,.45R21
ZINJ3PX B eOO,.OO,.OO,.lOR21
ZINJ5WC B .OO,.OO,.OO,QOOR21
ZPIAOl B .7*
ZPIA02 B o7*
ZPIA03 B • 7*
ZPIA04 B .7~
146400 ZPIA05 B .4*
ZPIA06 B e4*
146600 ZPIA07 B .4*
146700 ZPIA08 B .4*
146800 ZPIA09 B .4*
146900 ZPIAlO B
147000 ZPIAll B •
B .,4*
B •
C ZPIAOl
B .,
J!l..o&<I.Jl;.n,g. B o11
~ .. ,~.~~ . ...,B.
B o
ZPI.A2TK B ..
B o7*
o ,o33~.so~.20R21
oOO*:
.00 .50,.00,.l3R21
B o20,.20,.092,.142R21
B oll8,.091,.286,.143R21
..LJ..Luuu ZR.KAOJ B oOO*
.JI.Jd.,..!!..YU ZRXAQ4 B ol88 J o524, ol25 t e302R21
ZRKA05 B o0~~.60,.25,.267R21
.A.J.II.JII.I'U ZRKA06 B o50, .25, .J85, e368R21
.t<...J.II."''!'<uru ZRKA07 B .OQ t .60 J e 20 to JJR21
ZRKA08 B .125,.20,.222,.20R21
ZRKA09 B ol25,.00,.00,.053R21
ZRKAlO B .OO,o00,.056,.038R21
..LJ.A..U\.I!U ZRKAll B e 00*
151900 ZRKA12 B .00*
152000 ZRKA13 B laO*
152100 ZRKA14 C ZRKAOl
152200 ZRKA2PA B .00*
152300 ZRKA2WA B .009.167,e00,.034R21
152400 ZRKA2HO B .364,.385,.333s.359R21
.JJ....JI•!b.J'I.)•u ZRKA2TC B • 50s • 25 , o 385 , • 368R21
152600 ZRKA2TK B .00*
152700 ZRKA4CN B oOO,.OO,e33~.074R21
152800 ZR.KA4HE B e~l25, ., 00, e 00, e 053R21
152900 ZRKA4N.E B .059,e056,.l.25,.078R21
153000 ZRKA3PX B
153100 ZRKASWC B ls
B la00,.923,l.O,o957R21
B 1.,0*
B le
B 1.,
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B 1.
B lo
laO eO,o $!®
.lh.J • .D-'IU'U lf.d~J:Jl'\.A''9J!.'II.I:.I B
B loO*
&r.N.•&I.'\AJl'JV B
B eO*
B ~Ot¥
a-011"~
B oO*
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B ..
B s
B ,.
C ZBRAOl
ZBRA2PA B
ZBRA2WA B 0*
ZBRA2HO B 0*
157300 ZBRA2TC B 0*
uDJ:~..t'JI..{.J..A B 0*
.~r.a.~~:~D..a!OI>!l . ..a.vu B 0*
~DL'!I..M."-:>ElJ!. B
ZBRA4NE B
....... ,.., ... ,..,. ZBRA3PX B
ZBBASWC B
158000 ZOTHOl B ,OO,e0771)~00~ .. 043R2l
158100 ZOTii02 B
..LJ~&.1UU ZOTH03 B G
...!!...JUJVV ZQTH04 B oO*
.J!...JU""i!'UU ZOTH05 B 0
B ,o~
B !i)
B oOO~~OO~o509o25R21
B o
B
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c
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c
d!;.UL..UUU .UJ!':L~IV"=IIIII.Ii:'li. c
.!l..V41il>·ii>VV .UO.\.i,Vol!o&I.V c BHVS2HO*ZACC2HO
C BHVS2TC*ZACC2TC
d'll"" .. '""''~~', C .8HVS2TK*ZACC2TK
.li..U&. .... U'I.,O .IYJa'lo.<IU"''I'\,..;JI,'II c BHVS4CN*ZACC4CN
..!ii.V.&...!JtJV .!!.11.!:1'L·'Lo"''i"J::l.A.:> c BHVS4HE*ZACC4HE
..l'...'I,,!I&;,UUU .U~'L.II'LA"'V.J.~i.U c BHVS4NE*ZACC4NE
..... ,.................... BINJOl
.&.V..,VVV BINJ02
.&.V<J.A.VV BINJOJ
..L.V..,&VV BINJ04
• ..,..,..,vv BINJOS
J.Uv"'PUV BINJ06
J&.VvJVV BINJ07
-"-.............. "-H.... BIN.J08
163800 BINJlO
163900
164000
C BHVS3PX*ZACC3PX
C ZERO
C BACCOl*ZINJ'Ol
C BACC02*ZINJ02
C BACC03*ZINJ03
C BACC04*ZINJ04
C BACC05*ZINJ05
C BACC06*ZINJ06
C BACC07*ZINJ07
C BA.CC08*ZINJ08
C BACC09*ZINJ09
C BACClO*ZINJlO
C BACCll*ZINJll
C BACC12*ZIN.Jl2
C ZERO
.lio..U"''I'.r:..UV Md.J.'IV.!I.'-\11.1!."" c A'"U'I'n"i!.1'1'JI''i!l!>=:;.lid.'IIW..lio""T
c .~YnV>Vi!b.L"""
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C BINJJPX*ZPIA3PX
C BINJ5WC*ZPIA5WC
C BINJOl*ZFPIOl
C BINJ02*ZFPI02
C BINJ03*ZFPI03
C BINJ04*ZFPI04
C BINJ05*ZFPI05
C BINJ06*ZFPI06
C BINJ07*ZFPI07
BFPI08 C BINJ08*ZFPI08
..II..UU.-IIUU BFPI09 c BINJ09*ZFPI09
..ll..UUUUU BFPilO c BINJlO*ZFPilO
BFPill C BINJll*ZFPill
.!bUVVVV BFPll2 c BINJ12*ZFPI12
BFPI13 C ZERO
BFPIKNK C BINJKNK*ZFPI14
169100 BFPI2PA C BINJ2PA*ZFPI2PA
BFPI2WA C BINJ2WA*ZFPI2WA
169300 BFPI2HO C BINJ2HO*ZFPI2HO
169400 BFPI2TC C BINJ2TC*ZFPI2TC-
169500 BFPI2TK C BINJ2TK*ZFPI2TK
169600 BFPI4CN C BINJ4CN*ZFPI4CN
169700 C BINJ4HE*ZFPI4HE
169800 BFPI4NE C BINJ4NE*ZFPI4NE
169900 BFPI3PX C BINJ3PX*ZFPI3PX
170000 BFPI5WC C BINJSWC*ZFPISWC
170100 BRKAOl C BACCOl*ZRKAOl
170200 BRKA02 C BACC02*ZRKA02
170300 C BACC03*ZRKA03
C BACC04*ZRKA04
C BACC05 *ZP..KA05
c UCi!.YUUU ,r..u;y,&,":li,UV
c Ufi\..,\4V
c ..U5.'-·""'-'UIUI .Ull.1l.l!'-QVV
C u.c'i.\4~~v
c Ufi'Y,"'.J..bU &,o.!l.'\.ll";,.l:~ V
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175100 BBRA03
BB.RA04
BRKA4HE*ZOTH4HE
Jl.JIU ..l!. • .llA""l''..l.'l.!i.:> c BRKA4NE*ZOTH4NE
UVd .. IU.,..,.I;.n c BRKA3PX*ZOTH3PX
Jl.DV.!£,..1..11.-HI'IIY c BRK.~...SWC*ZOTHSWC
C PADTOl*ZACCOl
C PADT02*ZACC02
C PADT03*ZACC03
PACC04 C PADT04*ZACC04
PACCOS C PADT05*ZACC05
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..LOUJUU PACC07 c PADT07*ZACC07
.JI...I!..II'I.JI""''''I.Iu PACC08 C PADT08*ZACC08
..LUU'..JU'U PACC09 c PADT09*ZACC09
.JLLn . .~~u ... eu PACC10 C PADT10*ZACC10
PACCll C PADTll*ZACCll
_LOUOUU PACC12A c PADT12A*ZACC12
180900 PACC12B C PADT12B*ZACC12
181000 PACClJ C ZERO
181100 PACCKNK C PADTKNK*ZACC14
..~~..u..~~. .• vu PACC2PA C PHVS2PA*ZACC2PA
181300 PACC2WA C PHVS2WA*ZACC2WA
181400 PACC2HO C PHVS2HO*ZACC2HO
..~~..u..~~...;vv PACC2TC C PHVS2TC*ZACC2TC
""'"' ....................... ,. C PHVS2TK*ZACC2TK
C.l::li.IO.IIU''!''I.A.II.'Ii c PHVS4CN*ZACC4CN
A"'Lu~~...a-.n..c. C PHVS4HE*ZACC4HE
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c "'ii'll'lov.T•<i>~~LtU,..JIJE;;
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c .l!..lO&U·'IJV..l!.
c .J;;&::J.VV&..L
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c li:&'ll.~oV"t'J.,I.&:t L....ci!...J.'I'io..!!'"'i'J.'IIIJL:a
c .I:A\,1\,:; •• ;u::·A L<..ILJ.'IIt.l! • .II:E.
C JI:A\.11\.f..IVIi\.#
c
c
c
C PINJ04*ZPIA04
C PINJ05*ZPIA05
C PINJ06*ZPIA06
C PINJ07*ZPIA07
C PINJ08*ZPIA08
C PINJ09*ZPIA09
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