Southcoast Region 2013 Traffic and Safety Report · C. Annual Average Daily Traffic Maps. I. SAFETY SECTION ... (CDS #) Injuries Injuries 1 Juneau 296000 Egan/Glacier - Mendenhall

Alaska Department of Transportation and Public Facilities

Southcoast Region 2013 Traffic and Safety Report

Prepared December 2016

Introduction The Traffic and Safety Section conducts studies of traffic characteristics and investigates the operation and management of roadway facilities in order to provide for the safe, convenient and efficient movement of people and goods. These studies help to determine ways to meet the transportation needs of Southcoast Alaska Communities. Traffic and safety data was collected and analyzed for those roadways that provide a key community link and had significant amounts of vehicular volume. The State of Alaska maintains the majority of these roads and highways. Although this report is for 2013, data from other years is included where appropriate. Traffic and safety information is provided in four sections:

I. SAFETY A. Intersection Crash Rate Ranking B. Rural Highway Crash Rate Ranking

II. QUALITY OF OPERATION

A. Quality of Operation at Signalized Intersections B. Quality of Operation at Unsignalized Intersections C. Quality of Operation at Roundabouts

III. VEHICLE CLASSIFICATION IV. TRAFFIC VOLUME

A. Historical Population Growth Rates B. Permanent Traffic Recorder Data C. Annual Average Daily Traffic Maps

I. SAFETY SECTION A. Intersection Crash Rate Ranking The intersection crash rate ranking was derived from the State of Alaska's computerized traffic crash database. This report covers crashes that occurred during a five-year period from January 1st, 2009 – December 31st, 2013. All crashes within 0.05 miles of the center of an intersection were counted as intersection crashes. Because there are over a thousand intersections in the Southcoast Region, this report only analyzes intersections with ten or more crashes in a five year period or five or more crashes if one was a fatal crash. When highway improvements are being considered on the basis of crash history, it is prudent to verify and supplement computer generated data, such as the tables contained in this section, with copies of the actual crash reports. In addition, two types of crash rates were computed, weighted and unweighted. Weighted rates are calculated using crash severity. The weighted rates are used to identify locations with more serious crashes. However, these locations are more likely to change from one year to the next because they can be heavily influenced by random severe crashes, especially on low volume roads typical of this region. Unweighted rates fluctuate less and provide a better indication of crash patterns. To compute weighted rates, crash weights are taken from the statewide Highway Safety Improvement Program (HSIP). The following weights were assigned to each crash type:

Property damage only (PDO): 1 Minor (non-disabling) injury: 10 Major (disabling) injury: 50 Fatality: 100

Crash rates are computed by crashes (weighted or unweighted) per million vehicles entering an intersection. The formulas used to compute the intersection crash rates are as follows: Unweighted rate: Total crashes in five years

ADT ADT … ADT 365day/yr 5yrs /1,000,000

Weighted rate: Weighted crash numbers for five years

ADT ADT …ADT 365day/yr 5yrs /1,000,000

Where:

ADT = Average daily traffic

Weighted crash number =

The basis for determining the crash rate is as follows. Individual ADT’s from each leg (either three or four legs) of that intersection is totaled and then divided by two. This accounts for counting each vehicle twice: once when entering the intersection and again when leaving. The entering ADT is then multiplied by one year (365 days) times the reporting period (five years). Crashes are rare events and the calculated crash rate is usually a very small fraction. Therefore, for ease in writing, the rate is multipied by one million and expressed as crashes per million vehicles. Unreported crashes are the final factor in crash rate analysis. Policing agencies usually only investigate injury crashes or property damage crashes above a certain dollar amount. Many minor “fender bender” crashes go unreported. Also, many drivers do not want agencies to discover that a crash has occurred for fear that they will lose their license or have their insurance rates increased. Furthermore, when the reportable property damage amount is raised, the apparent effect is a reduction in traffic crashes rather than a change in reporting procedures. Therefore, one should be cautious about the differences between crash rates for different years. Five tables follow; each ranked by different criteria. Table 1 ranks the crashes by total number of crashes without regard to traffic volumes. Tables 2 and 3 rank intersections by an unweighted and a weighted rate. Tables 4 and 5 are sorted by city, then ranked by an unweighted and a weighted rate.

City Major IntersectionStreet PDO Minor Major Fatality Total

(CDS #) Injuries Injuries1 Juneau 296000 Egan/Glacier - Mendenhall Loop 38 16 1 0 55

2 Juneau 296000 Egan/Glacier - Glacier Nugget 33 13 0 0 46

3 Juneau 296000 Egan/Glacier - Twin Lakes 20 16 0 0 36

4 Sitka 295400 Halibut Point Rd - Lake St 27 3 0 0 30

5 Juneau 296000 Egan/Glacier - Douglas Hwy 17 9 0 0 26

6 Juneau 296400 Mendenhall Loop - Stephan Richards Dr 19 6 0 0 25

7 Juneau 296400 Mendenhall Loop - Mendenhall Mall 17 7 0 0 24

8 Juneau 296000 Egan/Glacier - Lemon 16 5 1 0 22

9 Juneau 296000 Egan/Glacier - Yandukin 8 12 2 0 22

10 Juneau 296331 Glacier Nugget - Old Dairy Rd 11 10 0 0 21

11 Juneau 296400 Mendenhall Loop - Mendenhall Blvd 10 9 1 0 20

12 Kodiak 068525 Rezanof Dr - Mill Bay Rd (North) 16 3 1 0 20

13 Juneau 296500 Riverside - Mendenhall Mall 14 2 0 0 16

14 Juneau 296000 Egan/Glacier - 12th 12 2 0 1 15

15 Sitka 295505 Lake St - Lincoln St 12 2 1 0 15

16 Juneau 296000 Egan/Glacier - Highland 9 4 0 1 14

17 Juneau 296331 Glacier Nugget - Jordan Ave 7 4 1 0 12

18 Ketchikan 291415 Third Ave - Jefferson St 6 6 0 0 12

19 Juneau 296400 Mendenhall Loop - Nancy St 7 4 0 0 11

20 Ketchikan 291400 S Tongass - Jefferson St 7 3 1 0 11

21 Ketchikan 291400 S Tongass - Washington St 6 5 0 0 11

22 Ketchikan 291400 S Tongass - Carlanna Lake Rd 9 1 0 0 10

23 Sitka 295400 Halibut Point Rd - Katlian St 8 2 0 0 10

24 Kodiak 068525 Mill Bay Rd - Ole Johnson Ave 3 2 0 1 6

25 Kodiak 068543 Mission Rd - Mission Beach Access 0 0 0 1 1

Table 1: Southcoast Region Intersection Crashes

Ranked by 5-Year Total Number of Crashes (2009-2013)(not including intersections with fewer than 10 crashes or 1 fatality in 5 years)

Rank

Vehicle Crashes

5 Yr 5 YrCity Major Intersection Average AADT Unwtd Wtd

Street PDO Minor Major Fatality Total No. of Crash Crash(CDS #) Injuries Injuries Crashes Rate Rate

1 Kodiak 068543 Mission Rd - Mission Beach Access 0 0 0 1 1 0.2 1890 0.29 28.99

2 Kodiak 068525 Rezanof Dr - Mill Bay Rd (North) 16 3 1 0 20 4 5015 2.19 10.49

3 Juneau 296400 Mendenhall Loop - Mendenhall Blvd 10 9 1 0 20 4 10786 1.02 7.62

4 Kodiak 068525 Mill Bay Rd - Ole Johnson Ave 3 2 0 1 6 1.2 9340 0.35 7.22

5 Juneau 296331 Glacier Nugget - Old Dairy Rd 11 10 0 0 21 4.2 11986 0.96 5.07

6 Juneau 296000 Egan/Glacier - Highland 9 4 0 1 14 2.8 18122 0.42 4.51

7 Ketchikan 291415 Third Ave - Jefferson St 6 6 0 0 12 2.4 8131 0.81 4.45

8 Juneau 296000 Egan/Glacier - 12th 12 2 0 1 15 3 17747 0.46 4.08

9 Juneau 296331 Glacier Nugget - Jordan Ave 7 4 1 0 12 2.4 13310 0.49 3.99

10 Juneau 296000 Egan/Glacier - Mendenhall Loop 38 16 1 0 55 11 35235 0.86 3.86

11 Juneau 296000 Egan/Glacier - Twin Lakes 20 16 0 0 36 7.2 25722 0.77 3.83

12 Sitka 295505 Lake St - Lincoln St 12 2 1 0 15 3 12164 0.68 3.69

13 Juneau 296000 Egan/Glacier - Yandukin 8 12 2 0 22 4.4 34512 0.35 3.62

14 Ketchikan 291400 S Tongass - Jefferson St 7 3 1 0 11 2.2 14478 0.42 3.29

15 Juneau 296000 Egan/Glacier - Glacier Nugget 33 13 0 0 46 9.2 31240 0.81 2.86

16 Ketchikan 291400 S Tongass - Washington St 6 5 0 0 11 2.2 11419 0.53 2.69

17 Juneau 296000 Egan/Glacier - Douglas Hwy 17 9 0 0 26 5.2 22020 0.65 2.66

18 Juneau 296400 Mendenhall Loop - Stephan Richards Dr 19 6 0 0 25 5 16410 0.83 2.64

19 Juneau 296000 Egan/Glacier - Lemon 16 5 1 0 22 4.4 25583 0.47 2.48

20 Juneau 296400 Mendenhall Loop - Mendenhall Mall 17 7 0 0 24 4.8 21685 0.61 2.20

21 Sitka 295400 Halibut Point Rd - Lake St 27 3 0 0 30 6 14775 1.11 2.11

22 Juneau 296400 Mendenhall Loop - Nancy St 7 4 0 0 11 2.2 15915 0.38 1.62

23 Sitka 295400 Halibut Point Rd - Katlian St 8 2 0 0 10 2 12787 0.43 1.20

24 Juneau 296500 Riverside - Mendenhall Mall 14 2 0 0 16 3.2 16688 0.53 1.12

25 Ketchikan 291400 S Tongass - Carlanna Lake Rd 9 1 0 0 10 2 17849 0.31 0.58

Rank

Vehicle Crashes

Table 2: Southcoast Region Intersection Crash Rate Ranking

Ranked by 5-Year Weighted Crash Rate (2009-2013)(not including intersections with fewer than 10 crashes or at least 1 fatality in 5 years)




























Rank

Vehicle Crashes


Ranked by 5-Year Unweighted Crash Rate (2009-2013)(not including intersections with fewer than 10 crashes or at least 1 fatality in 5 years)













11 Juneau 296400 Mendenhall Loop - Stephan Richards 19 6 0 0 25 5 16410 0.83 2.64















Rank

Vehicle Crashes


Sorted by City: Ranked by 5-Year Weighted Crash Rate (2009-2013)(not including intersections with fewer than 10 crashes or at least 1 fatality in 5 years)




























Rank

Vehicle Crashes


Sorted by City: Ranked by 5-Year Unweighted Crash Rate (2009-2013)(not including intersections with fewer than 10 crashes or at least 1 fatality in 5 years)

B. Rural Highway Crash Rate Ranking Rural highway crash rates reflect the frequency of non-intersection and non-urban highway crashes. Accordingly, only highway segments with few intersections were analyzed. Weighted and unweighted rates were computed for a five-year time period (January 1st 2009 through December 31st 2013). Rates are given in crashes per million vehicle miles. Table 6 is ranked by an unweighted rate, and Table 7 is ranked by a weighted rate. The crash weighting factors are the same ones used to compute intersection crash rates. The formulas used to compute the crash rates are as follows: Unweighted rate: Total crashes in five years

ADT milesin highway segment 5yrs 365days/yr /1,000,000

Weighted rate: Weighted crash number for five years

ADT milesin highway segment 5yrs 365days/yr /1,000,000

Where:

ADT = Average daily traffic

Weighted crash number =

The same words of caution described in the previous section, Intersection Crash Rate Ranking, are also appropriate here. Computer generated data such as these tables should be verified and supplemented by reviewing the actual police crash reports when analyzing specific locations. When researching crashes, one should be cautious about differences between crash rates for different years.

R Road Name Total Weighted Length Unweighted Weighted

A Community and Crashes Crash Average in Crash Crash

N Segment Description Number ADT miles Rate * Rate **

K

1 Yakutat Coast Guard Rd: Beginning - End 1 10 10 3.47 15.79 157.86

2 Ketchikan N Tongass Hwy: N Point Higgins Spur - End 27 322 467 4.45 7.12 84.88

3 Naknek Airport Way: Beginning - End 1 50 250 0.56 3.94 197.21

4 Skagway Skagway-Dyea Rd: Beginning - End 7 43 128 8.42 3.56 21.87

5 Petersburg Nordic Dr: Excel St - Haugen Dr 1 1 3295 0.05 3.33 3.33

6 Petersburg Nordic Dr: Haugen Dr - End 12 70 4370 0.78 1.92 11.22

7 Haines 3rd Ave: Beginning - Haines Hwy 2 2 1125 0.52 1.89 1.89

8 Dutch Harbor Ballyhoo Rd: Beginning - End 8 53 933 2.70 1.74 11.53

9 Prince of Wales S Whale Pass Rd: Beginning - End 1 1 40 8.34 1.64 1.64

10 Prince of Wales Hydaburg Hwy: Beginning - End 8 116 124 22.50 1.57 22.79

11 Prince of Wales Craig/Klawock/Hollis Hwy: Big Salt Lake Rd - End 22 201 368 23.28 1.41 12.86

12 Dutch Harbor East Point Rd: Beginning - End 2 11 449 1.82 1.34 7.38

13 Haines Haines Hwy: 3rd Ave - End 37 257 420 39.60 1.22 8.47

14 Douglas N Douglas Hwy: Beginning - End 38 294 1456 12.00 1.19 9.22

15 Skagway Broadway: Beginning - End 2 2 1045 0.94 1.12 1.12

16 Haines Haines Hwy/Lutak Rd: Beginning - End 4 13 469 4.43 1.05 3.43

17 Haines Front St: Beginning - End 1 10 598 0.96 0.95 9.54

18 Dutch Harbor Airport Beach Rd: Beginning - End 16 52 3344 2.88 0.91 2.96

19 Prince of Wales Coffman Cove Rd: Beginning - End 5 211 152 20.59 0.88 36.94

20 Prince of Wales Thorne Bay Rd: Beginning - End 8 134 303 17.48 0.83 13.87

21 Wrangell Zimovia Hwy: Beginning - End 16 177 807 13.58 0.80 8.85

22 Kodiak Monashka Bay Rd: Pillar Creek - End 1 10 210 3.61 0.72 7.22

23 Wrangell Evergreen Ave: Beginning - End 1 10 828 1.04 0.64 6.37

24 Angoon Kootznahoo Rd: Beginning - End 2 20 640 2.78 0.62 6.16

25 Petersburg Mitkof Hwy: Beginning - End 22 134 621 32.21 0.60 3.67

26 King Salmon Naknek/King Salmon Rd: Beginning - End 15 87 938 15.32 0.57 3.32

27 Skagway Klondike Hwy: Beginning - End 6 6 438 13.17 0.57 0.57

28 Kodiak Chiniak Hwy: Beginning - End 17 53 473 34.63 0.57 1.77

29 Petersburg Sandy Beach Rd: Beginning - End 1 10 624 1.64 0.53 5.34

30 Dutch Harbor Summer Bay Rd: Beginning - End 2 11 412 5.25 0.51 2.79

31 Prince of Wales Big Salt Lake Rd: Beginning - End 7 25 503 17.06 0.45 1.60

32 Petersburg Haugen Dr: 6th St - End 1 10 937 1.35 0.43 4.34

33 Prince of Wales Craig/Klawock/Hollis Hwy: Beginning - Big Salt Lake Rd 10 144 1870 7.28 0.40 5.80

34 Haines Mud Bay Rd: Beginning - End 3 21 530 7.88 0.39 2.75

35 Kodiak Anton Larson Bay Rd: Beginning - End 1 1 137 11.56 0.35 0.35

36 Haines Lutak Rd: Beginning - End 1 1 302 5.32 0.34 0.34

37 Dutch Harbor Broadway Ave: Beginning - End 4 22 2540 3.18 0.27 1.49

38 Dutch Harbor Biorka Dr: Beginning - End 1 10 2850 0.71 0.27 2.70

39 Kake Keku Rd: Beginning - End 5 23 676 15.42 0.26 1.21

40 Prince of Wales N Prince of Wales: Beginning - End 2 11 64 79.96 0.21 1.18

41 Kodiak Rezanof Dr: 11.3mi - End 1 1 2370 2.46 0.09 0.09

* Crashes / Million Vehicle Miles** Weighted Crash Number / Million Vehicle Miles

Table 6: Rural Road Vehicle Crash Rate Ranking2009-2013

(Ranked by Unweighted Vehicle Crash Rate)

R Road Name Total Weighted Length Unweighted Weighted

A Community and Crashes Crash Average in Crash Crash

N Segment Description Number ADT miles Rate * Rate **

K

1 Naknek Airport Way: Beginning - End 1 50 250 0.56 3.94 197.21

2 Yakutat Coast Guard Rd: Beginning - End 1 10 10 3.47 15.79 157.86

3 Ketchikan N Tongass Hwy: N Point Higgins Spur - End 27 322 467 4.45 7.12 84.88

4 Prince of Wales Coffman Cove Rd: Beginning - End 5 211 152 20.59 0.88 36.94

5 Prince of Wales Hydaburg Hwy: Beginning - End 8 116 124 22.50 1.57 22.79

6 Skagway Skagway-Dyea Rd: Beginning - End 7 43 128 8.42 3.56 21.87

7 Prince of Wales Thorne Bay Rd: Beginning - End 8 134 303 17.48 0.83 13.87

8 Prince of Wales Craig/Klawock/Hollis Hwy: Big Salt Lake Rd - End 22 201 368 23.28 1.41 12.86

9 Dutch Harbor Ballyhoo Rd: Beginning - End 8 53 933 2.70 1.74 11.53

10 Petersburg Nordic Dr: Haugen Dr - End 12 70 4370 0.78 1.92 11.22

11 Haines Front St: Beginning - End 1 10 598 0.96 0.95 9.54

12 Douglas N Douglas Hwy: Beginning - End 38 294 1456 12.00 1.19 9.22

13 Wrangell Zimovia Hwy: Beginning - End 16 177 807 13.58 0.80 8.85

14 Haines Haines Hwy: 3rd Ave - End 37 257 420 39.60 1.22 8.47

15 Dutch Harbor East Point Rd: Beginning - End 2 11 449 1.82 1.34 7.38

16 Kodiak Monashka Bay Rd: Pillar Creek - End 1 10 210 3.61 0.72 7.22

17 Wrangell Evergreen Ave: Beginning - End 1 10 828 1.04 0.64 6.37

18 Angoon Kootznahoo Rd: Beginning - End 2 20 640 2.78 0.62 6.16

19 Prince of Wales Craig/Klawock/Hollis Hwy: Beginning - Big Salt Lake Rd 10 144 1870 7.28 0.40 5.80

20 Petersburg Sandy Beach Rd: Beginning - End 1 10 624 1.64 0.53 5.34

21 Petersburg Haugen Dr: 6th St - End 1 10 937 1.35 0.43 4.34

22 Petersburg Mitkof Hwy: Beginning - End 22 134 621 32.21 0.60 3.67

23 Haines Haines Hwy/Lutak Rd: Beginning - End 4 13 469 4.43 1.05 3.43

24 Petersburg Nordic Dr: Excel St - Haugen Dr 1 1 3295 0.05 3.33 3.33

25 King Salmon Naknek/King Salmon Rd: Beginning - End 15 87 938 15.32 0.57 3.32

26 Dutch Harbor Airport Beach Rd: Beginning - End 16 52 3344 2.88 0.91 2.96

27 Dutch Harbor Summer Bay Rd: Beginning - End 2 11 412 5.25 0.51 2.79

28 Haines Mud Bay Rd: Beginning - End 3 21 530 7.88 0.39 2.75

29 Dutch Harbor Biorka Dr: Beginning - End 1 10 2850 0.71 0.27 2.70

30 Haines 3rd Ave: Beginning - Haines Hwy 2 2 1125 0.52 1.89 1.89

31 Kodiak Chiniak Hwy: Beginning - End 17 53 473 34.63 0.57 1.77

32 Prince of Wales S Whale Pass Rd: Beginning - End 1 1 40 8.34 1.64 1.64

33 Prince of Wales Big Salt Lake Rd: Beginning - End 7 25 503 17.06 0.45 1.60

34 Dutch Harbor Broadway Ave: Beginning - End 4 22 2540 3.18 0.27 1.49

35 Kake Keku Rd: Beginning - End 5 23 676 15.42 0.26 1.21

36 Prince of Wales N Prince of Wales: Beginning - End 2 11 64 79.96 0.21 1.18

37 Skagway Broadway: Beginning - End 2 2 1045 0.94 1.12 1.12

38 Skagway Klondike Hwy: Beginning - End 6 6 438 13.17 0.57 0.57

39 Kodiak Anton Larson Bay Rd: Beginning - End 1 1 137 11.56 0.35 0.35

40 Haines Lutak Rd: Beginning - End 1 1 302 5.32 0.34 0.34

41 Kodiak Rezanof Dr: 11.3mi - End 1 1 2370 2.46 0.09 0.09

* Crashes / Million Vehicle Miles** Weighted Crash Number / Million Vehicle Miles

Table 7: Rural Road Vehicle Crash Rate Ranking2009-2013

(Ranked by Weighted Vehicle Crash Rate)

II. QUALITY OF OPERATION SECTION A. Quality of Operation at Signalized Intersections Although it is desirable to analyze the quality of operation of all several hundred intersections within the region, DOT is unable to, due to limited resources. Traffic signals generally control the busiest intersections. Therefore, monitoring signalized intersections provides a good measure of the effectiveness of the most important nodes in the region’s highway network. The quality of operation at signalized intersections is measured by determining the Level of Service (LOS) at each intersection. LOS is determined by counting the number of vehicles at an intersection during peak traffic hours and estimating delay using the signalized intersection analysis process as described in the 2010 federal standard, "Highway Capacity Manual" (a publication of the Transportation Research Board). Six LOS are defined and are given letter designations, from A to F, with LOS A representing the best and LOS F the worst. LOS is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. LOS ratings are defined as follows for signalized intersections:

Level of Service (LOS)

Average stopped delay per vehicle

Effect

(seconds) A <=10.0 Most vehicles aren't stopped B 10.1 to 20.0 Low delay C 20.1 to 35.0 Significant number of stopped vehicles D 35.1 to 55.0 Noticeable congestion

- occasional cycle failure E 55.1 to 80.0 Limit of acceptable delay

- frequent cycle failure F > 80.0 Unacceptable delay

Date of City Intersection most Comments

recent Traffic Level of Delay Traffic Level of Delaycount Volume Service (Sec.) Volume Service (Sec.)

Juneau Egan Drive/10th St 8/15/2013 2485 D 41.5 3128 D 37.2Egan Drive/Loop Rd 7/25/2012 3050 C 27.2 3918 E 58.5Egan Drive/Main St 8/15/2013 1121 A 7.2 1487 A 8.6Egan Drive/McNugget 9/29/2010 4214 B 18.7 5527 C 24.1Egan Drive/Riverside 2/28/2012 1686 A 7.3 1473 A 6.6Egan Drive/Salmon Ck 7/1/2009 1856 B 19.3 5305 F *Egan Drive/Vanderbilt 11/2/2007 2387 B 16.3 2543 C 23.4Egan Drive/Whittier 8/15/2013 1358 B 11.1 1739 B 17.4Glacier Hwy/Glacier Access 7/17/2013 870 B 11.1 1327 B 15.3Glacier Hwy/Jordan 7/18/2013 726 B 10.5 1092 B 13.3Glacier Hwy/Shell Simmons 7/17/2013 1025 B 11.0 1285 B 15.9Lemon Rd/Anka 10/4/2012 1171 A 6.8 1473 A 8.9Lemon Rd/Walmart 4/5/2012 821 A 7.2 1223 A 8.1Loop Rd/Atlin 8/2/2012 1610 A 6.2 2564 D 36.6Loop Rd/Mendenhall Blvd 9/20/2012 1138 B 14.8 1602 B 10.9Loop Rd/Stephen Richards 9/20/2012 1554 B 19.3 2015 B 15.5Riverside Dr/Vintage 2/28/2012 1141 D 36.5 1242 C 28.5Riverside Dr/Riverwood 10/16/2008 881 B 11.4 974 A 7.3

Ketchikan Carlanna Lake Rd./Tongass 6/18/2008 1163 B 14.5 1709 C 23.3 Front St/Dock 5/11/2012 913 A 6.7 1156 A 4.5Tongass/Carlanna 5/9/2013 1301 B 17.9 1710 B 16.7Tongass/Jefferson St 5/9/2013 1352 B 17.6 1805 C 22.1Tongass/Walmart 5/20/2004 762 A 7.4 971 B 10.5Tongass/Washington St 5/9/2013 1134 B 11.8 1627 B 16.8

Sitka Halibut Pt. Road/Katlian 7/11/2012 1036 B 12.6 1291 B 16.4 Lake/Lincoln 7/11/2012 757 B 13.4 1041 B 18.7

* Denotes a delay greater than 100 seconds.Note: Delay and Level of Service (LOS) were determined according to the 2010 Highway Capacity Manual.

Table 8: Quality of Operation at Signalized Intersections

AM Peak PM PeakIntersection

B. Quality Of Operation at Unsignalized Intersections There are different ways to measure quality of operation at unsignalized intersections, including direct delay measurement, capacity analysis, and signal warrant analysis. Signal warrant analysis has been used in this report because the data is readily available and it bears directly on the most common question asked about busy unsignalized intersections, “would that intersection work better with a signal?” The extent to which an intersection meets signal warrants is also indicative of its Level of Service. This section analyzes the region's busiest unsignalized and other selected principle intersections. This section includes stop and yield controlled intersections but does not include intersections with roundabouts, which is covered in Section C. Determining whether intersections should be signalized is a two step process according to the Manual on Uniform Traffic Control Devices (MUTCD) published by the Federal Highway Administration. Intersections are first analyzed to see whether they meet any of the eight signal warrants defined in the MUTCD. If one of more of the warrants are met, an engineering study is performed to determine whether signalization will improve the overall intersection safety and/or operation. The MUTCD allows signals to be installed only if both steps yield positive results. Just because an intersection meets warrants does not mean it is the best treatment for an intersection. Step one calculates signal warrants that are based on traffic volume, pedestrian volume, school crossings, crashes, signal coordination, or a combination of these warrants. Step one, determining whether warrants are met, is almost entirely a numerical process. Step two is less determinate. Signals have both good and bad effects - as a general rule, they:

• Decrease peak hour side street delay • Make peak hour entry from the side street less stressful • Increase delay for main street traffic all day long • Increase off-peak side street delay • Facilitate pedestrian movement • May have either a positive or negative effect on the number of crashes

The magnitude of these impacts depends to a large extent on traffic volume. The benefits of signalization are greater at higher traffic volumes while negative impacts are magnified at lower volumes. External factors such as spacing between adjacent intersections are also important to consider. All of these factors are weighed in determining whether a signal will improve intersection safety and operation. This analysis is based on either two-hour or twelve hour volume counts. Warrants 1a, 1b, & 2 are analyzed with twelve hour data while warrant 3, the peak hour volume warrant, is analyzed with two hour data. The signal warrants analyzed in this report are those that are most commonly met. If other warrants are pertinent at a particular intersection, relevant information is included in the comments column.

The 8 signal warrants relate to the following issues:

Warrant 1: Eight hour vehicular volume Warrant 2: Four hour vehicular volume Warrant 3: Peak hour volume Warrant 4: Pedestrian volume Warrant 5: School crossing Warrant 6: Coordinated signal system Warrant 7: Crash experience Warrant 8: Roadway Network (intersections of two or more major routes)

Of all the information in this report, signal warrant data is the easiest to misinterpret. It is important not to take the results of step one at face value without considering the practical questions raised by step two.

Intersection Most Total MUTCD Signal Warrantsrecent Entering Commentscount Volume (% of attainment)

Pk. Hour W1A W1B W2 W3Juneau Auke Bay School AM 5/12/2011 777 18% Back Loop/Montana Creek Rd PM 5/10/2008 489 27% Douglas/Cordova PM 4/16/2004 1056 38% Poor signal location due to proximity to roundabout Egan/12th (12 hr) 7/16/2002 2180 63% 25% 113% Poor signal location, also entrance to Harris Harbor Egan/8th Ave. PM 5/1/2008 1804 106% Poor signal location due to alignment Egan/9th Ave. PM 4/30/2008 1615 4% Egan/Aurora Harbor Entrance AM 8/19/2003 2186 21% Egan/Glacier Ave. Spur PM 10/2/2008 1581 39% Egan/Harbor Masters Entrance (12 hr) 4/4/2002 2369 13% 27% Also entrance to the UAS Marine Tech Bldg. Egan/Highland Dr. PM 10/9/2008 2412 62% Egan/Vintage PM 5/25/2011 1936 139% Poor signal location due to alignment Egan/Willoughby PM 8/15/2013 1627 165% Poor signal location due to alignment Egan/Yandukin PM 9/28/2000 3426 449% Intersection is undergoing recon study for improvements Glacier/Alaway PM 4/2/2012 1110 32% Glacier Ave/10th Ave PM 7/3/2003 1024 36% Glacier Ave/12th AM 10/1/2008 731 55% Glacier Ave/Highland AM 5/28/2002 680 33% Glacier Ave/Whittier PM 4/4/2002 528 18% Glacier/Engineers Cutoff PM 7/18/2013 1331 71% Glacier/Fritz Cove PM 2/7/2012 1095 45% Glacier/Glacier Hwy. North PM 7/18/2013 1092 79% Glacier/Hospital PM 10/17/2001 611 69% Glacier/Industrial PM 9/14/2010 1647 235% Operation okay without signal. Glacier/Old Dairy/Trout Noon 7/17/2013 1636 126% Poor signal location Lemon Rd. (Glacier)/Belardi Drive PM 4/3/2012 1046 28% Lemon Rd. (Glacier)/Central Ave PM 4/3/2012 1052 23% Lemon Rd. (Glacier) Concrete PM 4/4/2012 1181 70% Lemon Rd. (Glacier)/Davis PM 4/4/2012 1131 42% Lemon Rd. (Glacier)/Lemon Spur PM 12/18/2001 1016 59% Road behind Fred Meyer Lemon Rd. (Glacier)/Renninger PM 4/2/2012 1181 39% Access road to DZ School Lemon Rd. (Glacier)/Sunny Dr. New construction. Need count. Lemon Rd. (Glacier)/Twin Lakes PM 10/4/2012 994 150% Operation okay without signal. Loop/Back Loop PM 7/19/2012 798 126% Good roundabout location Loop/Chancie PM 9/12/2012 1402 5% Loop/Cinema PM 8/8/2012 1723 36% Loop/Dudley PM 9/13/2012 1527 19% Loop/Floyd Dryden PM 7/26/2012 1508 49% Controlled by x-ing guards. HAWK installed. Loop/Grant PM 7/19/2012 763 8% Loop/James PM 10/2/2012 2244 61% Loop/Keegan PM 7/24/2012 825 11% Loop/Kimberly PM 7/25/2012 927 5% Loop/Kodzoff #1 PM 7/25/2012 1995 9% Loop/Kodzoff #2 PM 8/9/2012 2027 19% Loop/Kodzoff #3 PM 8/9/2012 1781 8% Loop/Kodzoff #4 PM 7/25/2012 1740 8% Loop/McGinnus PM 9/13/2012 1507 46% Loop/Nancy PM 8/9/2012 2022 75% Operation okay without signal, poor alignment Loop/Spruce PM 8/1/2012 1445 7% Loop/Taku AM 7/24/2012 875 11% Loop/Thunder Mtn. PM 7/25/2012 909 12% Loop/Tongass PM 9/13/2012 1448 33% Loop/Trinity PM 8/8/2012 1678 3% Riverside/Stephan Richards PM 10/21/2008 1004 59% Yandukin/Crest PM 12/20/2001 220 0% Yandukin/Old Dairy PM 12/21/2001 317 0%

Table 9: Quality of Operation at Unsignalized Intersections

Intersection Most Total MUTCD Signal Warrantsrecent Entering Commentscount Volume (% of attainment)

Pk. Hour W1A W1B W2 W3Ketchikan

Front/Mission (12 hr) 6/10/2003 1298 0% W4 (Pedestrian) met in summerMill (S. Tong.)/Bawden PM 6/5/2003 973 42%Mill (S. Tong.)/Main PM 6/13/2003 1076 62% W4 (Pedestrian) met in summerN. Tongass/Bryant+FT PM 6/12/2003 1403 37% Includes AMHS Ferry Terminal traffic N. Tongass/North Point PM 5/14/2013 257 N/AN. Tongass/Post Office PM 6/2/2003 1428 65%N. Tongass/Revilla AM 5/14/2013 674 N/ATongass/3rd Ave. PM 5/15/2013 1613 59%Tongass/Bawden PM 5/11/2012 902 36%Tongass/Deermount PM 5/14/2013 938 53%Tongass/Forest Park PM 5/15/2013 615 23%Tongass/Main PM 5/15/2013 878 34%Tongass/Schoenbar PM 6/3/2003 1831 77%Tongass/Totem Row AM 5/2/2006 416 10%

Haines Main/2nd PM 6/13/2013 365 N/A Main/3rd PM 6/13/2013 354 N/A New Haines Hwy/Union Street PM 6/11/2013 175 N/AHoonah Front/Hill PM 8/6/2013 195 N/A Garteeni/Harbor PM 8/7/2013 231 N/APrince of Wales Craig-Klawock-Hollis/Anchorage PM 8/27/2013 337 N/A Craig-Klawock-Hollis/Bayview PM 8/29/2013 330 N/APetersburg Haugen Drive/2nd 5/22/2013 503 13% Haugen Drive/12th 5/23/2013 572 35% Nordic (Main)/Haugen Drive 5/23/2013 722 56% 52% Nordic / Gjoa 5/23/2013 674 25% Nordic / Sing Lee 5/23/2013 647 35%Sitka HPR/Cascade/Seamart PM 6/19/2003 872 21% Sawmill Crk Rd/Indian River PM 7/18/2001 927 18%

The quality of operation at unsignalized intersections can also be measured by determining the Level of Service (LOS) at each intersection. LOS is determined by counting the number of vehicles at an intersection during peak traffic hours and estimating delay using the unsignalized intersection analysis process as described in the 2010 Highway Capacity Manual. Unlike signalized intersections, average delay at unsignalized intersections is not indicative of the overall intersection operation. The major street never has to stop for through or right movements, and often only briefly for left turns. Therefore the LOS from the side street critical movement is used to determine the quality of operation for the intersection. The LOS also deteriorates faster as delay increases for unsignalized intersections than for signalized intersections. This is because a driver at a signalized intersection inherently knows that he or she will eventually get a green light. A motorist at a stop controlled intersection must find an acceptable gap in traffic and is more likely to become nervous or frustrated after a long wait. LOS is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. LOS ratings are defined as follows for unsignalized intersections:


Average stopped delay per vehicle

(seconds)

Effect

A <=10.0 Most vehicles aren't stopped B 10.1 to 15.0 Low delay C 15.1 to 25.0 Significant number of stopped vehicles D 25.1 to 35.0 Noticeable congestion E 35.1 to 50.0 Limit of acceptable delay F > 50.0 Unacceptable delay

Level of Service F is the point where traffic breaks down with more vehicles arriving than departing. Once an intersection reaches LOS F, delay is difficult to accurately calculate and depends on the traffic patterns before and after the analysis. For this reason, delay calculated above 100 seconds will be denoted with an asterisk (*).



Juneau Auke Bay School 05/12/2011 777 B 12.0 557 A 4.5Back Loop/Montana Creek Rd 05/10/2008 320 B 10.7 489 B 11.9Douglas/Cordova 04/16/2004 826 C 22.5 1056 D 26.6Egan/12th Ave. 08/11/2009 3585 B 4.9 4569 E 33.1 10th / Egan provides main accessEgan/8th Ave. 05/01/2008 1520 D 34.1 1804 F 97.9Egan/9th Ave. 04/30/2008 1527 C 16.1 1615 B 10.0Egan/Aurora Harbor Entrance 08/19/2003 2186 E 40.9 2710 D 33.0Egan/Back Loop 03/03/2011 857 880Egan/Glacier Ave. Spur 10/02/2008 1301 A 9.5 1581 C 15.6Egan/Harbor Master's Entrance 04/04/2002 2210 D 29.4 2369 F 63.8Egan/Highland Dr 10/09/2008 2198 B 12.9 2412 D 26.9Egan/Vintage 05/25/2011 1562 C 23.6 1936 F 74.3 Lt turns from Glacier removed with Brotherhood Brdg ProjectEgan/Willoughby 08/15/2013 1198 A 9.5 1627 B 14.9Egan/Yandukin 09/28/2000 2589 D 32.6 3426 E 39.8 Intersection is undergoing recon study for improvementsGlacier Ave/10th 07/03/2003 576 C 16.4 1024 F 69.8Glacier Ave/12th 10/01/2008 731 B 13.6 690 B 10.1 4 way stop, average intersection delay listedGlacier Ave/Highland 05/28/2002 680 C 20.1 PM counts unavailable

Glacier Ave/Whittier 04/04/2002 430 B 10.9 528 C 16.4Glacier/Alaway 04/02/2012 737 B 14.1 1110 C 21.1Glacier/Engineers Cutoff 07/18/2013 962 C 16.2 1331 C 22.4Glacier/Fritz Cove 02/07/2012 987 E 39.2 1095 D 32.6Glacier/Glacier Hwy N. 07/18/2013 726 B 11.7 1092 C 17.0Glacier/Hospital Dr 10/17/2007 611 C 19.0 669 C 18.9Glacier/Industrial 09/14/2010 1430 B 2.4 1712 B 4.8Glacier/Old Dairy/Trout 07/17/2013 1226 F * 1636 F *Lemon Rd. (Glacier)/Belardi Drive 04/03/2012 778 B 12.4 1046 C 17.1Lemon Rd. (Glacier)/Central Ave 04/03/2012 757 C 15.1 1052 C 15.1Lemon Rd. (Glacier)/Concrete Way 04/04/2012 878 C 18.0 1181 D 30.5Lemon Rd. (Glacier)/Davis 04/04/2012 804 B 13.8 1131 C 18.6Lemon Rd. (Glacier)/Lemon Spur 12/18/2001 507 B 12.4 1016 E 36.5

Lemon Rd. (Glacier)/Renninger 04/02/2012 901 C 16.4 1181 C 19.1 Dzantik'i Heeni EntranceLemon Rd. (Glacier)/Twin Lakes 10/04/2012 786 C 15.0 994 C 15.4Loop/Back Loop 07/19/2012 495 B 10.7 798 C 15.1Loop/Chancie 09/12/2012 1221 B 14.1 1402 C 18.6 Near Floyd Dryden.Loop/Cinema 08/08/2012 1299 C 23.1 1723 C 21.2Loop/Dudley 09/13/2012 1234 B 13.3 1527 C 19.7Loop/Floyd Dryden 07/26/2012 945 B 12.6 1508 E 36.4 X-ing Guards help move traffic. HAWK installed.Loop/Grant 07/19/2012 487 B 11.6 763 B 14.0Loop/James 10/02/2012 1773 C 19.3 2244 C 23.6Loop/Keegan 07/24/2012 495 B 12.3 825 C 16.4Loop/Kimberly 07/25/2012 605 B 12.3 927 C 15.2Loop/Kodzoff #1 07/25/2012 1652 B 14.5 1995 B 13.4

Table 9A: Level of Service (LOS) at Unsignalized Intersections(Unless otherwise noted, information refers to the PM peak hour)

IntersectionAM Peak PM Peak




Juneau (Cont) Loop/Kodzoff #2 08/09/2012 1444 C 16.9 2027 C 21.6Loop/Kodzoff #3 08/09/2012 1272 B 12.8 1781 B 13.2Loop/Kodzoff #4 07/25/2012 1445 C 21.1 1740 B 13.9Loop/McGinnis 09/13/2012 1231 C 20.6 1507 C 16.6Loop/Nancy 08/09/2012 1438 F 59.0 2022 F * Lane configuration helps facilitate Lt turns from NancyLoop/Spruce 08/01/2012 900 C 15.8 1445 F 54.3Loop/Taku 07/24/2012 545 B 13.8 875 B 13.2Loop/Thunder Mtn. 07/25/2012 597 C 16.6 909 C 17.8Loop/Tongass 09/13/2012 1246 B 12.0 1448 C 21.0Loop/Trinity 08/08/2012 1279 A 9.8 1678 C 19.9Riverside/Stephen Richards 10/21/2008 831 C 18.5 1004 C 20.1 4 way stop, average intersection delay listedYandukin / Crest 12/20/2001 191 A 9.8 220 A 9.9Yandukin / Old Dairy 12/21/2001 181 A 9.8 256 B 10.2

Ketchikan Front / Mission 06/10/2003 912, 66 peds A 5.9 1040, 307 peds A 5.0Mill / Bawden 06/13/2003 674, 59 peds C 18.2 937, 60 peds E 50.0Main / Mill 06/05/2003 739, 312 peds F * 1076, 78 peds E 49.5 Major delay occurs during summer. LOS D with low #s of Peds.Main / Mill 05/25/2001 908, 1093 peds F * Mid-Day CountN. Tongass / Bryant / FT 06/12/2003 1116 E 44.2 1403 F 66.7N. Tongass / North Point 05/14/2013 251 B 12.3 257 B 13.5N. Tongass / Post Office 06/02/2003 975 C 17.0 1428 F 71.8N. Tongass / Revilla Rd 05/14/2013 674 C 15.7 670 C 17.3Tongass / 3rd Ave 05/15/2013 1196 B 12.8 1613 C 15.0S. Tongass / Bawden St 05/11/2012 724 C 17.8 902 E 37.3Tongass / Deermount 05/14/2013 754 C 19.5 938 D 27.3Tongass / Forest Park 05/15/2013 571 B 12.9 615 B 10.5Tongass / Main 05/15/2013 681 B 14.0 878 C 20.3Tongass / Schoenbar 06/03/2003 1208 F * 1831 F * Monitoring situation. Will make changes as deemed feasible.S. Tongass / Totem Row 05/02/2006 416 B 10.6 424 A 9.8

Prince of Wales Craig-Klawock-Hollis/Anchorage 08/27/2013 248 A 9.9 337 B 10.7Craig-Klawock-Hollis/Bayview 08/29/2013 231 B 10.2 330 B 10.7

Petersburg Haugen Dr. / 2nd 05/22/2013 384 B 12.7 503 B 13.3Haugen Dr. / 12th 05/23/2013 412 B 10.9 572 B 12Nordic / Haugen Dr. 05/23/2013 559 B 14.6 722 C 18.5Nordic / Gjoa 06/06/2002 674 B 12.7 AM counts unavailableNordic / Sing Lee 05/23/2013 490 B 11.5 647 B 12.7

Haines Main / 2nd 06/13/2013 337 A 8 365 A 8.6Main / 3rd 06/13/2013 328 B 11.1 354 B 12.1New Haines Hwy / Union St 06/11/2013 142 A 2.9 175 A 2.9

Hoonah Front / Hill 08/06/2013 175 A 9.4 195 A 9.8Garteeni / Harbor 08/07/2013 213 A 9.7 231 A 9.8

Sitka HPR / Cascade / Seamart 06/19/2003 535 C 17.8 872 D 26.2Sawmill Crk / Indian River 07/18/2001 638 B 11.9 927 B 12.8

Note: Delay and Level of Service (LOS) were determined according to the 2010 Highway Capacity Manual.* denotes a delay greater than 100 seconds for the critical movement

C. Quality Of Operation at Roundabouts For congested intersections, roundabouts are an alternative form of traffic control to signals and stop signs. Roundabouts are able to accommodate moderate to large traffic volumes with minimal delay. Furthermore, traffic operates much more efficiently than traffic signals at off-peak hours because traffic is not unnecessarily delayed while waiting for a red light to change. As of 12/31/09, there are roundabouts in Southcoast Alaska, the facility in Sitka having been commissioned in September of 2009. The quality of operation at roundabout intersections is measured by determining the Level of Service (LOS) at each intersection. LOS is determined by counting the number of vehicles at an intersection during peak traffic hours and estimating delay using the signalized intersection analysis process as described in the NCHRP Report 572, “Roundabouts in the United States”, (2008). Six LOS are defined and are given letter designations, from A to F, with LOS A representing the best and LOS F the worst. LOS is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. Delay times relate to Level of Service similar to stop controlled intersections. LOS ratings are defined as follows for intersections with roundabouts:


Average control delay per vehicle

(seconds)

Effect

A <=10.0 Most vehicles do not have to wait B 10.1 to 15.0 Low delay C 15.1 to 25.0 Significant wait before entering roundabout D 25.1 to 35.0 Noticeable congestion E 35.1 to 50.0 Limit of acceptable delay F > 50.0 Unacceptable delay



Juneau Douglas Hwy/N. Douglas 8/30/2012 1338 F * 1487 B 14.0Sitka Sawmill Cr/Lake St 7/12/2012 1178 B 13.1 1455 D 28.7

Table 10: Quality of Operation at Roundabouts


III. Vehicle Classification Section Vehicle classification is the process by which the mix of traffic (percentage of trucks, cars, and other vehicles) is determined. There are 13 federal vehicle classifications, of which nine deal with trucks exclusively. For the purpose of this report, only the four most common classes (motorcycles, cars, pickups, and trucks) are listed in Table 11. Written descriptions of the Federal Highway Administration (FHWA) vehicle classifications are also included in this section. Although familiar class names such as a car or pickup readily recall familiar vehicle types to one’s mind, the reader should be aware that vehicle classification is based on the number of axles and the spacing between axles, not vehicle appearance. Consequently, class names sometimes do not match all vehicles included in the class. For example, errors occur when long, full-size cars are classified as pickups and short pickups are classified as compact cars. However, axle-based classification provides the information most important to highway designers and is the agreed upon standard. Several one-week classification studies are conducted annually in this region. The studies are made with electronic counting equipment connected to rubber road tubes fastened across the roadway. Every year the FHWA directs the Traffic Section to conduct class studies at specific locations, usually on major thoroughfares. Many classification sites may be counted once, then not recounted because FHWA chooses a preferable or more representative class count location. Seasonal fluctuations in traffic volumes can be substantial in Alaska and are an important factor in vehicle classification. Due to snowplowing operations and cold winter temperatures, the Traffic Section does not conduct rubber road tube classifications during the winter months. Typically the vehicle classification studies are done between May and October. Therefore, class counts reflect peak traffic and tourist volumes during the spring to fall conditions only. To correct for seasonal fluctuations, one needs to review permanent traffic recorder data. See the Permanent Traffic Recorder Data section. 2010, 2011, 2012, and 2013 classification counts showed a substantial increase in truck traffic across Southcoast Alaska. This is largely due to the recent increase in pickup and SUV size. Vehicles such as the Chevy Suburban and the Ford F350 (sometimes even an F250) register as a heavy truck, as opposed to a regular pickup.

FHWA VEHICLE TYPES The vehicle types of interest to FHWA are described below. The classification scheme is separated into categories depending on whether the vehicle carries passengers or commodities. Non-passenger vehicles are further subdivided by number of axles and number of units including both power and trailer units.

A. FHWA VEHICLE CLASS DEFINITIONS Type Name and Description: 1. Motorcycles (Optional) - All two-or three-wheeled motorized vehicles. Typical vehicles

in this category have saddle type seats and are steered by handlebars rather than wheels. This category includes motorcycles, motor scooters, mopeds, motor-powered bicycles, and three-wheel motorcycles. This vehicle type may be reported at the option of the State.

2. Passenger Cars - All sedans, coupes, and station wagons manufactured primarily for the

purpose of carrying passengers and including those passenger cars pulling recreational or other light trailers.

3. Other Two-Axle, Four-Tire Single Unit Vehicles - All two-axel, four-tire vehicles, other than passenger cars. Included in this classification are pickups, panels, vans, and other vehicles such as campers, motor homes, ambulances, hearses, and carryalls. Other two-axle, four-tire single unit vehicles pulling recreational or other light trailers are included in this classification.

4. Buses - All vehicles manufactured as traditional passenger-carrying buses with two axles and six tires or three or more axles. This category includes only traditional buses (including school buses) functioning as passenger-carrying vehicles. Modified buses should be considered as trucks and be appropriately classified.

NOTE: In reporting information on trucks the following criteria should be used:

a. Truck tractor units traveling without a trailer will be considered single unit trucks. b. A truck tractor unit pulling other such units in a "saddle mount" configuration will

be considered as a one single unit truck and will be defined only by the axles on the pulling unit.

c. Vehicles shall be defined by the number of axles in contact with the roadway. Therefore, "floating" axles are counted only when in the down position.

d. The term "trailer" includes both semi-and full trailers. 5. Two-Axle, Six-Tire, Single Unit Trucks - All vehicles on a single frame, including

trucks, camping and recreational vehicles, motor homes, etc., having two axles and dual rear wheels

6. Three-Axle Single Unit Trucks - All vehicles on a single frame, including trucks,

camping and recreational vehicles, motor homes etc., having three axles. 7. Four or More Axle Single Unit Trucks - All trucks on a single frame with four or more

axles. 8. Four or Less Axle Single Trailer Trucks - All vehicles with four or less axles consisting

of two units, one of which is a tractor or straight truck power unit. 9. Five-Axle Single Trailer Trucks - All five-axle vehicles consisting of two units, one of

which is a tractor or straight truck power unit. 10. Six or More Axle Single Trailer Trucks - All vehicles with six or more axles consisting

of two units, one of which is a tractor or straight truck power unit. 11. Five or Less Axle Multitrailer Trucks - All vehicles with five or less axles consisting of

three or more units, one of which is a tractor or straight truck power unit. 12. Six-Axle Multitrailer Trucks - All six-axle vehicles consisting of three or more units, one

of which is a tractor or straight truck power unit. 13. Seven or More Axle Multitrailer Trucks - All vehicles with seven or more axles

consisting of three or more units, one of which is a tractor or straight truck power unit.

City Road Study Mile Location Motor- Cars Pick- TrucksName Date cycles ups

Angoon Kootzanhoo Inlet Rd 2008 2.344 Seaplane Access - End 0.0% 66.8% 24.5% 8.7%Haines Haines Hwy. 2013 0.349 6th St - Mud Bay Rd. 2.5% 51.9% 35.0% 10.5%Haines Haines Hwy. 2013 0.925 Mud Bay Rd. - Sawmill Rd. 2.3% 50.6% 34.4% 12.6%Haines Haines Hwy. 2013 1.315 Sawmill Rd - Airport 0.2% 52.4% 36.8% 10.5%Haines Haines Hwy. 2013 15.252 Milepost 12 - Kluckwan 1.1% 52.9% 31.6% 14.4%Haines Haines Hwy. 2013 23.412 Kluckwan - Misquito Lake Rd. 1.4% 47.4% 31.4% 19.9%Haines Haines Hwy. 2013 28.398 Mosquito Lake - Big Boulder Cr. 1.1% 53.4% 27.6% 18.0%Haines Haines Hwy. 2013 33.336 Big Boulder Cr. - US Customs 2.2% 50.2% 24.5% 23.1%Haines Haines Lutak Rd 2013 4.016 Ferry - Front St. 1.9% 50.9% 30.2% 16.9%Haines Old Haines Hwy. 2013 0.238 Haines Hwy. - Beach Rd. 2.3% 51.2% 35.4% 11.1%Hoonah Hoonah Airport Rd. 2013 0.17 Ferry - Seaplane Float 1.1% 44.4% 41.3% 13.2%Hyder Salmon River Rd. 2013 0.1 Hyder - Canadian Customs 2.0% 29.8% 37.4% 30.8%Hyder Salmon River Rd. 2013 10.68 North City Limits 0.9% 31.7% 38.1% 29.3%Juneau Auke Rec Rd. 2012 1.595 Lee Dr. - Pt Louisa Rd. 0.3% 70.3% 22.9% 6.5%Juneau Amalga Harbor Rd. 2011 0.09 Egan Dr. - Peterson Creek Bridge 0.8% 59.0% 28.4% 11.8%Juneau Back Loop Rd. 2012 0.037 Glacier Spur - Tournere 0.7% 67.9% 22.8% 8.7%Juneau Back Loop Rd. 2012 1.02 Tournere - Montana Creek Rd. 0.6% 68.6% 22.6% 8.2%Juneau Cordova 2012 0.03 Douglas Hwy. - Nowell Ave. 0.4% 73.4% 18.6% 7.6%Juneau Egan Drive 2001 2.579 3 Mile Egan Dr. 0.3% 77.2% 17.9% 4.6%Juneau Egan Drive 2003 5.87 Sunny Pt. - Vanderbilt 0.3% 75.4% 20.1% 4.2%Juneau Egan Drive 2013 6.311 Sunny Pt. - Yandukin 0.0% 71.6% 25.2% 3.2%Juneau Egan Drive 2004 6.527 Sunny Pt. - Yandukin 0.4% 73.9% 20.0% 5.7%Juneau Egan Drive 2004 7.961 McNugget - Yandukin 0.0% 77.1% 19.2% 3.7%Juneau Glacier Highway - Egan 2007 9.256 Engineers Cutoff - Glacier Hwy North 0.4% 64.2% 23.1% 12.3%Juneau Glacier Highway - Egan 2012 10.713 Engineers Cutoff - Fritz Cove Rd. 0.2% 65.9% 23.7% 10.1%Juneau Glacier Highway - Egan 2007 10.977 Fritz Cove Rd. - Back Loop Rd. 0.5% 75.2% 18.7% 5.7%Juneau Glacier Highway - Egan 2007 11.672 Waydelich Cr Br - N Jct Mend. Loop 0.6% 61.8% 25.9% 11.7%Juneau Glacier Highway - Egan 2012 17.252 Pt. Stephens - N. Junction Lena Loop 0.3% 63.4% 24.1% 12.1%Juneau Glacier Highway - Egan 2008 19.633 Shrine of St Therese - Pt. Stephens 1.3% 64.8% 23.3% 10.6%Juneau Glacier Highway - Egan 2012 21.781 Dotson's Landing - .1 Mi. N. of Shrine 0.6% 62.9% 22.0% 14.5%Juneau Industrial Blvd. 2012 0.063 Glacier Hwy - Bentwood 0.9% 52.4% 32.1% 14.6%Juneau Lemon Road (Glacier) 2013 1.179 Lemon Spur - DOT Access 1.0% 68.9% 22.6% 7.4%Juneau Lemon Road (Glacier) 2013 1.334 DOT - Sunny Dr. 1.0% 70.9% 22.1% 6.0%Juneau Lemon Road (Glacier) 2007 1.509 Sunny Dr. - Walmart 1.2% 68.2% 20.4% 10.2%Juneau Lemon Road (Glacier) 2013 1.88 Walmart - Davis Ave. 0.7% 67.3% 25.6% 6.4%Juneau Lemon Road (Glacier) 2013 2.305 Davis St. - Twin Lakes Dr. 0.7% 66.8% 24.7% 7.8%Juneau Lemon Road (Glacier) 2013 3.311 Twin Lakes Dr. - Egan 0.5% 65.7% 23.9% 9.9%Juneau Lena Loop Rd. 2011 2.132 Near South Junction 0.2% 65.1% 25.7% 9.0%Juneau Mendenhall Blvd. 2007 0.365 Mendenhall Loop - End 0.4% 71.0% 19.5% 9.1%Juneau Mendenhall Loop Rd. 2007 0.648 James Blvd. - Stephen Richards 0.2% 70.7% 21.0% 8.0%Juneau Mendenhall Loop Rd. 2013 1.397 S Richards - Floyd Dryden 0.5% 68.5% 21.9% 9.1%Juneau Mendenhall Loop Rd. 2013 2.04 Taku Blvd. - Back Loop 0.7% 65.6% 21.2% 12.6%Juneau Mendenhall Glacier Rd. 2012 2.659 Garnet - End 1.3% 63.1% 16.0% 19.6%Juneau Montana Creek Rd. 2012 0.196 Mendenhall Loop - Skaters Cabin 0.4% 68.9% 23.3% 7.5%Juneau N. Douglas Hwy 2007 0.014 J/D Bridge - M.P. 2 0.9% 68.0% 20.6% 10.6%Juneau N. Douglas Hwy 2012 2.086 Eagle Cr. - Heliport 0.2% 71.0% 21.8% 7.1%Juneau N. Douglas Hwy 2010 2.104 Fish Creek Rd. - Heliport 0.6% 69.2% 23.2% 6.9%Juneau N. Douglas Hwy 2012 8.034 Fish Creek Bridge - Boat Ramp 3.5% 68.5% 16.1% 11.9%Juneau Old Dairy Rd. 2002 0.337 Crest - Yandukin 0.2% 68.4% 24.1% 7.3%Juneau Riverside Dr. 2012 0.286 Vintage - James Blvd. 0.6% 70.8% 22.7% 6.0%Juneau S. Douglas Hwy 2012 1.242 Cordova - Lawson Cr. Bridge 0.9% 71.7% 19.3% 8.1%Juneau Thane Rd 2013 0.226 Mt Roberts Rd - Sewage Plant 1.5% 68.1% 22.0% 8.3%Juneau Thane Rd 2013 0.273 Ferry - Mt Roberts Rd 1.5% 48.1% 21.1% 29.4%Juneau Thane Rd 2013 1.085 Sewage Plant - Sheep Cr. Bridge 2.0% 70.7% 21.2% 6.1%Juneau Twin Lakes Dr. 2012 0.779 Craig - Blackerby 0.8% 74.0% 19.0% 6.1%Juneau Twin Lakes Dr. 2012 1.033 Blackerby - S Junction Rec Area 0.7% 74.1% 19.1% 6.2%

Table 11: Vehicle Classification 2001 - 2013



Juneau Twin Lakes Dr. 2012 1.583 S. Rec Access - Hospital Dr. 2.0% 72.0% 17.6% 8.5%Juneau Vintage Blvd. 2011 0.247 Safeway Access - Glacier Hwy. 0.5% 67.9% 24.0% 7.6%Juneau Yandukin Dr 2012 0.571 Old Dairy Rd - Crest Ave 0.5% 66.9% 24.6% 8.1%Kake Kake - Keku Rd 2007 1.19 Little Gunnuk Creek - Big Gunnuk Creek 1.1% 54.0% 39.0% 5.9%

Ketchikan Baranof 2012 0.126 Jackson - Carlanna 1.0% 71.2% 22.6% 5.1%Ketchikan N. Tongass Hwy 2008 0.405 Carlanna Creek Br. - Shorline Drive 0.6% 63.1% 25.1% 11.2%Ketchikan N. Tongass Hwy 2010 1.334 Rose's Caboose 0.2% 63.5% 30.1% 6.2%Ketchikan N. Tongass Hwy 2013 3.635 N Junction Shoreline Dr - Ward Lake Rd. 0.4% 58.3% 27.4% 13.9%Ketchikan N. Tongass Hwy 2013 4.625 Ward Lake Rd. - Mill Entrance 0.3% 59.9% 32.0% 7.8%Ketchikan N. Tongass Hwy 2013 8.985 Beechwood Dr. - Pond Reef Rd. 0.0% 60.3% 31.4% 8.4%Ketchikan N. Tongass Hwy 2013 9.607 Pond Reef Rd. - Big Turnout 0.2% 59.5% 31.3% 8.9%Ketchikan N. Tongass Hwy 2012 11.271 N. Point Higgins - Big Turnout 0.3% 55.0% 31.6% 13.2%Ketchikan N. Tongass Hwy 2013 12.722 N. Point Higgins - 1st Waterfall Cr 0.6% 57.6% 32.3% 9.5%Ketchikan N. Tongass Hwy 2013 14.403 1st waterfall Cr. - End 1.0% 56.4% 33.3% 9.4%Ketchikan Revillla Rd. 2007 7.478 White River Spur - Harriet Hunt Lake 2.2% 53.4% 30.0% 14.5%Ketchikan Roosevelt Dr. 2007 1.2 Franklin - Jct. w/ S. Tongass 0.9% 49.5% 22.0% 27.6%Ketchikan S. Tongass Hwy 2013 0.452 Carlanna - Madison 0.4% 63.0% 29.5% 7.1%Ketchikan S. Tongass Hwy 2013 0.804 Madison - Austin 0.6% 56.5% 26.6% 16.3%Ketchikan S. Tongass Hwy 2013 1.514 Austin - Water St 0.3% 59.9% 30.5% 9.3%Ketchikan S. Tongass Hwy 2001 1.651 Shoenbar - Water St. 0.6% 62.5% 30.2% 6.8%Ketchikan S. Tongass Hwy 2013 2.371 Barney Way - Deermont 0.4% 60.7% 30.0% 8.9%Ketchikan S. Tongass Hwy 2008 3.649 USCG - Gunner St. 0.9% 61.9% 23.8% 13.4%Ketchikan S. Tongass Hwy 2013 4.44 Gunner St. - Totem P. Row 0.2% 60.7% 28.3% 10.8%Ketchikan S. Tongass Hwy 2013 5.955 Totem P. Row - Rotary Beach 0.1% 60.1% 29.9% 9.9%Ketchikan S. Tongass Hwy 2012 7.989 Rotary Beach - Roosevelt Dr. 0.5% 58.0% 28.7% 12.8%Ketchikan S. Tongass Hwy 2013 9.586 Roosevelt - Power House Spur 0.2% 52.8% 30.7% 16.3%Ketchikan Schoenbar 2012 0.02 Park Ave. - Forest 0.4% 63.3% 26.2% 10.1%

P.O.W. Big Salt Lake Road 2013 0.002 Craig/Klawock Hwy - Bennet Creek Br 0.3% 42.6% 37.4% 19.7%P.O.W. Big Salt Lake Road 2013 3.324 Airport Rd. - Duke Creek Bridge 0.6% 37.5% 42.2% 19.7%P.O.W. Big Salt Lake Road 2013 4.347 Duke Cr. - Steelhead Cr. 0.8% 37.3% 41.4% 20.6%P.O.W. Craig to Hollis Hwy 2013 0.698 Craig City Limits - MP 6 Klawock 0.2% 50.3% 37.1% 12.5%P.O.W. Craig to Hollis Hwy 2004 8.931 Hatchery - Hydaburg Rd. 0.1% 48.2% 31.3% 20.4%P.O.W. Hydaburg Hwy 2013 12.532 12 Mile Arm Rd - Hydaburg City 0.1% 57.4% 37.1% 5.4%P.O.W. Hydaburg Hwy 2013 22.476 Hollis Hwy - End 0.0% 51.5% 39.5% 9.0%P.O.W. N. POW Hwy 2013 1.111 Big Salt Rd. - Coffman Cove Rd 0.3% 37.8% 45.3% 16.6%P.O.W. Thorne Bay Rd. 2013 0.548 Big Salt Rd. - End 0.7% 37.0% 40.2% 22.1%

Petersburg Haugen Dr. 2007 0.003 Mitkof Hwy. - 6th Street 2.0% 63.6% 23.2% 11.1%Petersburg Haugen Dr. 2007 0.395 6th St. - Hammer 0.6% 60.0% 31.6% 7.9%Petersburg Haugen Dr. 2013 0.842 Hammer&Wiken - Airport 0.8% 52.8% 38.4% 8.0%Petersburg Haugen Dr. 2013 1.378 Airport - Sandy Beach 0.7% 55.5% 36.2% 7.6%Petersburg Mitkof Hwy. 2013 0.037 Ferry - N Junction Scow Bay Rd 0.5% 53.0% 36.0% 10.5%Petersburg Mitkof Hwy. 2013 8.866 Twin Creek Trailer Park - Falls Creek Br. 0.4% 49.4% 35.0% 15.2%Petersburg Mitkof Hwy. 2013 11.761 Falls Cr. - Swan Observatory 0.2% 48.8% 31.2% 19.7%Petersburg Mitkof Hwy. 2007 15.446 Swan Observatory - Crystal Lake Hatch 2.4% 47.4% 31.9% 18.3%Petersburg Nordic Dr. 2007 0.28 Middleton - Harder Street 0.4% 58.1% 30.6% 10.9%Petersburg Nordic Dr. 2013 1.194 Sing Lee Alley - Ferry Term 1.2% 53.9% 36.1% 8.7%Petersburg Nordic Dr. 2013 1.354 Sing Lee Alley - Ferry Term 1.4% 51.4% 36.0% 11.2%

Sitka Edgecombe Road 2013 0.509 Peterson - Charteris 0.2% 63.2% 30.1% 6.6%Sitka Halibut Pt. Road 2012 0.729 Peterson - Katlian St. 0.3% 63.8% 31.2% 4.7%Sitka Halibut Pt. Road 2012 1.347 Kruzoff - Airport 0.3% 59.3% 34.3% 6.0%Sitka Halibut Pt. Road 2013 1.476 Cascade Cr. Rd - Davidoff 0.2% 56.0% 32.1% 11.6%Sitka Halibut Pt. Road 2013 2.022 Harbor Mt. Rd - Cascade Cr. Rd. 0.2% 56.1% 32.9% 10.8%Sitka Halibut Pt. Road 2013 4.251 Granite Creek. - Harbor Mountain Rd. 0.3% 51.4% 36.0% 12.3%Sitka Harbor Dr. 2013 1.347 Kruzoff - Airport 0.3% 56.3% 35.5% 7.9%Sitka Kaltian Ave. 2007 0.074 H.P.R. - Thompson Harbor 1.5% 64.1% 25.3% 9.1%Sitka Katlian Ave. 2003 0.247 Thompson Harbor - Cold Storage 1.1% 68.7% 25.2% 5.0%



Sitka Lake St. 2012 0.371 Lake Street 0.8% 58.9% 29.7% 10.6%Sitka Rodman Bay Rd. 2002 6.646 At Starrigavan Creek Bridge 1.2% 69.4% 25.0% 4.4%Sitka Sawmill Ck. Road 2007 0.166 Lake - Jeff Davis 1.0% 61.4% 25.9% 11.8%Sitka Sawmill Ck. Road 2013 1.21 USPS - Rookies Night Club 0.2% 57.7% 31.3% 10.8%Sitka Sawmill Ck. Road 2012 4.276 Thimbleberry Creek - Mill 0.5% 58.8% 29.7% 11.0%

Skagway Dyea Road 2012 0.02 Klondike - Observation Pt 0.6% 39.0% 31.7% 28.7%Skagway Dyea Road 2012 5.576 Observation Pt - Taiya River Bridge 0.6% 37.1% 30.5% 31.7%Skagway Klondike Hwy 2010 0.83 Dyea Rd. - Sanitorium Rd. 0.7% 54.3% 24.7% 20.3%Skagway Klondike Hwy 2012 9.951 Sanitorium Rd. - U.S. Customs 1.3% 38.6% 25.0% 35.1%Skagway State Street 2012 0.996 8th - 12th St 1.5% 45.2% 28.5% 24.8%Skagway State Street 2012 1.696 22nd - Dyea Rd. 1.2% 44.0% 27.8% 26.9%Wrangell Airport Rd. 2012 0.71 East Rd. - Airport 0.1% 53.7% 36.3% 9.8%Wrangell Bennet 2012 0.003 Zimovia - East Rd. 0.3% 53.4% 33.6% 12.6%Wrangell Church/2nd St 2012 0.005 Ferry - McKinnon NB 1.0% 58.6% 30.5% 9.8%Wrangell Church/2nd St 2012 0.38 McKinnon - Bennet 0.8% 57.3% 34.2% 7.7%Wrangell McCormack Rd 2012 10.195 Zimovia - End 0.3% 54.6% 32.7% 12.4%Wrangell Spear (Wrangel East) 2012 0.911 Near Shooting Range 1.3% 47.1% 27.3% 24.4%Wrangell Stikine / Evergreen 2007 0.014 Ferry Terminal - Landfill 1.1% 58.6% 33.1% 7.1%Wrangell Zimovia Hwy. 2007 1.294 Case Ave - MP 2 0.8% 57.4% 32.4% 9.4%Wrangell Zimovia Hwy. 2012 2.231 MP 2 - Wrangel Inst. 0.1% 54.4% 36.3% 9.2%Wrangell Zimovia Hwy. 2012 4.524 Wrangell Institute - Shoemaker Rd. 0.4% 54.5% 34.5% 10.6%Wrangell Zimovia Hwy. 2012 8.396 MP 7 - Pats Cr. Bridge 0.1% 55.3% 30.0% 14.6%Wrangell Zimovia Hwy. 2007 10.195 Pat Creek - End 0.0% 20.3% 21.9% 57.8%

Notes: 1) 2006 vehicle classification counts were not included because collected data was corrupt.

IV. TRAFFIC VOLUME SECTION A. Historical Population Growth Rates This section shows historic population growth rates. Table 12 includes population estimates from 2000 through 2013 that were calculated by the Alaska Department of Labor, Research and Analysis Section, Demographics Unit. One of the most important factors in planning future road systems is determining the annual rate of traffic volume, or ADT, growth. Although historical population growth does not necessarily predict future trips, it is a simple indicator of the combined effect of the many complex state, local, societal, and economic factors which impact traffic volume growth. It is important to note that there is no direct relationship between population changes and traffic volume changes. Even so, population change is an important indicator of changing traffic volumes. Where no actual traffic counts have been done it is often the only means of projecting future traffic volumes. Where counts have been done it helps to verify volumes which might otherwise be in question.

Table 12: Southcoast Region Population Estimates2010-2019 %*Area Name 2010 2011 2012 2013 Change

Haines Borough 2,508 2,614 2,614 2,527 0.25%Juneau/ City and Borough 31,275 32,379 32,806 33,030 1.84%Ketchikan Gateway Borough 13,477 13,741 13,890 13,828 0.86%Prince of Wales Borough 5,559 5,796 4,971 4,973 -3.65%Sitka City/Borough 8,881 9,022 9,055 9,034 0.57%

City Name 2010 2011 2012 2013 Change

Angoon 459 474 455 438 -1.55%Gustavus 442 456 488 501 4.26%Hoonah 760 761 775 797 1.60%Kake 557 577 597 621 3.69%Metlakatla 1,405 1,420 1,460 1,470 1.52%Petersburg 2,948 3,020 2,965 2,954 0.07%Skagway 968 965 959 981 0.45%Wrangell 2,369 2,412 2,445 2,453 1.17%Yakutat 662 646 621 622 -2.06%

2000-2009 %**Area Name 1 2 2002 2003 2004 2005 2006 2007 2008 2009 Change

Haines Borough 2,392 2,368 2,357 2,319 2,245 2,207 2,241 2,257 2,322 2,286 0.47%Juneau/ City and Borough 30,711 30,371 30,899 31,656 31,142 31,193 30,650 30,305 30,405 30,661 0.18%Ketchikan Gateway Borough 14,059 13,742 13,676 13,533 13,030 13,125 13,174 13,160 12,980 12,984 -0.42%Prince of Wales Borough 6,157 5,814 5,680 5,594 5,548 5,497 5,477 5,328 5,358 5,392 -1.02%Sitka City/Borough 8,835 8,724 8,799 8,897 8,805 8,947 8,833 8,640 8,641 8,627 0.05%

City Name 1 2 2002 2003 2004 2005 2006 2007 2008 2009 Change

Angoon 572 559 544 507 481 497 482 478 429 442 -2.18%Gustavus 429 418 421 438 473 459 441 442 446 451 0.30%Hoonah 860 875 877 850 841 861 829 852 819 764 -1.23%Kake 710 697 701 683 663 598 536 535 519 497 -2.40%Metlakatla 1,447 1,416 1,418 1,397 1,302 1,397 1,377 1,335 1,370 1,385 -0.29%Petersburg 3,224 3,218 3,148 3,079 3,123 3,155 3,129 3,071 3,010 2,973 -0.89%Skagway 862 837 843 844 870 834 854 845 846 865 1.17%Wrangell 2,308 2,220 2,175 2,123 2,023 1,974 1,911 1,947 1,939 1,892 0.26%Yakutat 680 641 664 635 619 618 609 596 592 628 -0.27%

* Compounded rate of growth 2010-2013

B. Permanent Traffic Recorder Data Permanent Traffic Recorders (PTRs) consist of electronic counting devices connected to inductive loops buried in the roadway. As vehicles pass over the loops, a cumulative total is compiled for selected periods of time and reported to a mainframe database for analysis. PTRs are installed to collect the number of vehicles that travel over a particular road classification. PTRs are located on select roadways that are representative for a community. There are sixteen PTRs in the region, and the oldest one has been in operation since 1959. The sixteen PTRs and their locations are as follows: 1. Ketchikan – North Tongass Highway (CDS Mile Pt 1.33) 2. Ketchikan – South Tongass Highway (CDS Mile Pt. 3.07) 3. Ketchikan – 3rd Avenue (CDS Mile Pt. 0.508) 4. Sitka – Sawmill Creek Road (CDS Mile Pt. 0.73) 5. Sitka – Halibut Point Road (CDS Mile Pt. 0.53) 6. Sitka – Airport Road (CDS Mile Pt. 0.573) 7. Prince of Wales – Craig / Klawock / Hollis Highway (CDS Mile Pt. 6.71) 8. Wrangell – Zimovia Highway (CDS Mile Pt. 0.71)* 9. Petersburg – Mitkof Highway (CDS Mile Pt. 2.55) 10. Juneau – Egan Drive (CDS Mile Pt. 2.58) 11. Juneau – Egan Drive (CDS Mile Pt. 6.311) 12. Juneau – Riverside Drive (CDS Mile Pt. 1.47) 13. Juneau – Glacier Highway (CDS Mile Pt. 15.76) 14. Juneau – Douglas Highway (CDS Mile Pt. 1.058) 15. Haines – Haines Highway (CDS Mile Pt. 1.32) 16. Skagway – Klondike Highway (CDS Mile Pt. 0.83) * Represents incomplete or missing data for 2013. Because of this no detail data is available for the year. PTR data is presented in several different ways. The graphs depict annual average daily traffic (AADT) and 30th highest hour volumes for each year the PTRs have been in operation as well as AADT for each day of the week, and the annual average hourly traffic for weekdays (weekends and holidays excluded) for 2013. The numerical matrices provide the most detailed and comprehensive data. The 30th highest hour volumes, also called the Design Hourly Volume (DHV), are shown because highway projects are usually designed to accommodate this volume in the design year. PTR data is very important to traffic engineers because they record hourly traffic volumes in both directions 24 hours per day, 365 days per year. Unlike rubber road tube counts, the PTRs collect traffic volumes year round and show seasonally adjusted traffic volumes. These seasonal factors can then be used to adjust other traffic volume counts taken by road tubes.

ALASKA DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES TRAFFIC STUDIES

FIXED RECORDER SUMMARY: 2013 RECORDER NUMBER 60025100 9

SOUTH TONGASS @ CEMETERY ROAD TO USCG BASE - TOTAL PTR ON 291400 AT MILEPOINT 3.070 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 5151 87.2 93.7 6.3 103.8 100.0 107.8 108.3 110.4 106.1 97.0 72.7 | 2013 5904 | 2012 5993 FEB 5426 91.9 93.5 6.5 101.3 105.8 105.2 105.1 108.3 105.1 98.0 76.3 | 2011 5860 | 2010 MAR 5539 93.8 94.2 5.8 103.4 105.4 104.3 105.6 107.6 105.3 94.2 79.4 | 2009 5973 | 2008 5831 APR 5843 99.0 94.9 5.1 104.0 105.7 101.7 101.1 106.5 103.8 102.0 78.9 | 2007 5798 | 2006 5955 MAY 6350 107.6 94.5 5.5 101.2 107.5 104.3 103.9 107.5 104.9 93.1 82.6 | 2005 6057 | 2004 5992 JUN 6836 115.8 93.6 6.4 104.3 102.5 103.1 104.8 104.4 103.8 92.8 88.1 | 2003 5985 | 2002 5968 JUL 6717 113.8 93.4 6.6 107.3 105.8 104.9 97.4 104.4 104.0 92.4 87.7 | | AUG 6658 112.8 94.1 5.9 103.2 103.2 106.0 104.1 107.4 104.8 91.2 84.9 | | SEP 6294 106.6 94.7 5.3 99.6 108.1 105.1 103.0 109.4 105.0 96.7 77.9 | | OCT 5586 94.6 94.2 5.8 102.7 106.7 108.1 107.8 109.9 107.0 93.6 71.2 | | NOV 5382 91.2 92.4 7.6 105.6 110.2 104.7 96.3 106.5 104.7 97.2 79.6 | | DEC 5068 85.8 93.0 7.0 105.1 109.2 96.3 101.3 113.4 105.1 98.7 76.0 | | ANN 5904 93.9 6.2 103.5 105.8 104.3 103.2 108.0 105.0 95.6 79.6 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 7661 7639 7563 7543 7512 7493 7484 7463 7460 7434 7525 06/14 08/09 08/07 06/27 08/01 07/29 07/30 07/15 07/31 07/16 129.8 129.4 128.1 127.8 127.2 126.9 126.8 126.4 126.4 125.9 127.5 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 682 675 673 671 665 665 663 658 655 651 636 627 617 611 666 18 18 17 18 18 18 18 18 18 17 18 17 18 17 06/05 07/16 05/08 09/10 08/07 07/02 05/07 07/31 07/15 06/11 09/03 05/20 05/08 06/04 11.6 11.4 11.4 11.4 11.3 11.3 11.2 11.1 11.1 11.0 10.8 10.6 10.5 10.3 11.3 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.7 0.5 0.4 0.3 0.4 1.1 3.7 6.4 5.5 5.3 5.6 6.3 7.0 6.7 6.6 7.9 8.2 8.2 5.9 4.4 3.5 2.7 1.6 1.0

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2010 Incomplete Data



THIRD AVENUE EXTENSION - KETCHIKAN ***PTR*** TOTAL ON 291433 AT MILEPOINT 0.508 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 3992 94.4 95.2 4.8 109.1 100.1 116.1 112.5 113.5 110.3 88.0 60.7 | 2013 4231 | 2012 4085 FEB 4394 103.9 95.7 4.3 101.4 109.5 111.5 112.4 113.9 109.7 92.9 58.2 | 2011 3993 | 2010 4266 MAR 4099 96.9 94.3 5.7 108.4 110.3 113.6 110.2 111.1 110.7 86.9 59.5 | 2009 4048 | 2008 3969 APR 4358 103.0 95.1 4.9 107.9 111.4 109.5 108.3 112.1 109.8 90.4 60.5 | 2007 4251 | 2006 4800 MAY 4508 106.5 95.2 4.8 99.5 117.7 111.8 110.7 115.2 111.0 83.5 61.7 | 2005 4208 | 2004 JUN 4520 106.8 94.1 5.9 109.9 111.3 111.5 109.7 107.7 110.0 85.2 64.6 | | JUL 4114 97.2 94.0 6.0 112.4 110.2 110.9 109.5 104.8 109.6 81.7 70.5 | | AUG 4292 101.4 94.3 5.7 111.2 109.7 110.9 107.2 111.2 110.0 83.0 66.8 | | SEP 4544 107.4 95.3 4.7 101.9 117.1 117.1 111.0 112.3 111.9 82.7 57.8 | | OCT 4347 102.7 95.1 4.9 109.2 113.8 114.0 113.4 107.6 111.6 85.8 56.3 | | NOV 3906 92.3 95.2 4.8 110.7 114.3 109.6 102.6 112.0 109.8 88.9 61.9 | | DEC 3695 87.3 94.4 5.6 110.5 109.8 102.0 106.2 115.4 108.8 91.7 64.3 | | ANN 4231 94.8 5.2 107.7 111.3 111.5 109.5 111.4 110.3 86.7 61.9 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 5645 5580 5568 5507 5496 5495 5453 5432 5427 5423 5503 05/24 05/28 09/03 05/31 09/11 06/05 05/20 09/12 05/23 09/10 133.4 131.9 131.6 130.2 129.9 129.9 128.9 128.4 128.3 128.2 130.1 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 617 613 593 593 589 559 540 538 537 534 519 512 506 501 571 12 14 8 8 8 8 14 8 8 8 8 8 7 8 07/04 07/04 09/04 09/03 09/05 09/11 07/03 06/05 09/09 09/12 05/30 05/29 03/13 03/05 14.6 14.5 14.0 14.0 13.9 13.2 12.8 12.7 12.7 12.6 12.3 12.1 12.0 11.8 13.5 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.5 0.3 0.3 0.2 0.4 1.2 3.3 6.9 5.3 5.2 5.4 6.5 7.5 7.2 7.7 8.2 8.1 8.0 5.6 4.3 3.3 2.3 1.4 0.9

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NORTH TONGASS PTR @ ROSES CABOOSE TOTAL ON 291500 AT MILEPOINT 1.334 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 7908 85.7 95.7 4.3 106.2 98.6 107.5 107.6 115.1 107.0 95.0 70.0 | 2013 9231 | 2012 9358 FEB 8347 90.4 96.0 4.0 104.4 105.7 105.6 107.5 110.9 106.8 95.3 70.5 | 2011 9293 | 2010 9425 MAR 8747 94.8 93.4 6.6 104.2 104.2 106.0 105.5 111.6 106.3 94.2 74.2 | 2009 9442 | 2008 9372 APR 9355 101.3 95.1 4.9 106.0 105.0 101.6 102.2 109.3 104.8 100.7 75.3 | 2007 9651 | 2006 9545 MAY 10144 109.9 95.7 4.3 99.1 108.7 104.4 105.0 110.9 105.6 94.5 77.4 | 2005 10135 | 2004 10018 JUN 10627 115.1 95.0 5.0 103.3 103.8 104.4 103.6 109.9 105.0 95.0 80.0 | 2003 9847 | 2002 9883 JUL 10302 111.6 94.9 5.1 107.5 105.9 108.0 96.2 107.6 105.0 93.1 81.6 | | AUG 10353 112.2 95.1 4.9 104.6 105.5 105.4 103.4 109.6 105.7 92.1 79.4 | | SEP 9657 104.6 95.6 4.4 101.5 106.6 107.3 104.3 111.2 106.2 95.6 73.6 | | OCT 8947 96.9 95.3 4.7 103.1 106.5 105.1 107.0 113.2 107.0 98.0 67.1 | | NOV 8179 88.6 95.6 4.4 105.7 108.7 105.9 97.8 113.6 106.3 96.6 71.8 | | DEC 8208 88.9 95.8 4.2 112.2 109.5 91.8 102.6 114.2 106.1 97.5 72.3 | | ANN 9231 95.3 4.7 104.8 105.7 104.4 103.6 111.4 106.0 95.6 74.4 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 12142 12085 12024 11934 11841 11775 11656 11636 11588 11528 11821 07/03 06/28 08/02 06/14 05/24 05/31 07/31 05/23 07/01 05/21 131.5 130.9 130.3 129.3 128.3 127.6 126.3 126.1 125.5 124.9 128.1 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 1083 1061 1058 1055 1045 1044 1042 1035 1029 1029 1012 1004 996 989 1048 17 17 17 17 17 17 17 17 17 16 16 17 17 17 05/21 05/06 05/07 07/03 08/01 07/01 05/20 09/06 07/31 07/02 10/25 05/09 07/30 09/13 11.7 11.5 11.5 11.4 11.3 11.3 11.3 11.2 11.1 11.1 11.0 10.9 10.8 10.7 11.4 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.3 0.2 0.1 0.2 0.6 2.2 4.7 6.0 5.6 6.1 6.9 7.7 8.0 7.8 7.9 8.5 8.3 6.0 4.3 3.3 2.6 1.6 0.8 0.5

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Permanent Traffic Recorder At N. Tongass Hwy (CDS Mi 1.33)



CRAIG/KLAWOCK/HOLLIS BTW KLAWOCK R. BR. & BAYVIEW, KLAW ON 292000 AT MILEPOINT 6.709 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 1774 80.3 95.4 4.6 104.5 98.4 116.3 112.6 125.5 111.5 84.8 58.1 | 2013 2210 | 2012 FEB 1934 87.5 96.0 4.0 102.6 111.3 116.0 110.5 115.0 111.1 86.1 58.4 | 2011 | 2010 MAR 2043 92.4 95.5 4.5 103.7 103.4 111.0 108.3 121.0 109.5 86.9 65.7 | 2009 2231 | 2008 2108 APR 2309 104.5 95.4 4.6 107.5 105.8 109.7 104.7 116.7 108.9 89.9 65.6 | 2007 1996 | 2006 1937 MAY 2375 107.5 94.3 5.7 95.0 106.9 112.4 106.8 117.6 107.7 94.3 66.9 | 2005 2031 | 2004 2073 JUN 2502 113.2 93.5 6.5 104.0 105.5 112.1 103.9 114.3 108.0 89.9 70.2 | 2003 2017 | 2002 2012 JUL 2553 115.5 92.7 7.3 109.5 105.9 116.0 102.7 109.0 108.6 86.8 70.2 | 2001 2047 | 2000 2199 AUG 2733 123.7 93.7 6.3 105.0 107.4 112.5 104.9 111.9 108.3 89.6 68.8 | 1999 2241 | 1998 2273 SEP 2427 109.8 94.7 5.3 99.3 107.3 110.8 104.2 116.8 107.7 93.2 68.6 | 1997 2253 | 1996 2320 OCT 2197 99.4 95.0 5.0 103.0 108.1 112.2 110.8 117.2 110.3 87.1 61.5 | 1995 2380 | 1994 2157 NOV 1937 87.6 95.1 4.9 107.8 113.2 112.8 96.2 115.3 109.1 87.7 66.7 | 1993 2152 | DEC 1735 78.5 95.7 4.3 114.3 113.2 97.1 110.9 119.1 110.9 84.0 61.6 | | ANN 2210 94.8 5.3 104.7 107.2 111.6 106.4 116.6 109.3 88.4 65.2 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 3488 3409 3323 3232 3193 3109 3080 3066 3019 3001 3192 08/16 08/15 08/14 09/06 07/03 08/30 08/07 06/28 05/24 09/03 157.8 154.3 150.4 146.2 144.5 140.7 139.4 138.7 136.6 135.8 144.4 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 316 302 288 288 288 285 284 281 280 280 270 264 259 255 289 13 13 17 16 13 17 13 13 17 13 13 13 17 16 08/16 08/15 09/13 08/15 08/05 08/15 06/19 08/12 09/06 09/03 09/04 08/23 08/13 09/06 14.3 13.7 13.0 13.0 13.0 12.9 12.9 12.7 12.7 12.7 12.2 11.9 11.7 11.5 13.1 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.4 0.3 0.2 0.3 0.7 1.5 3.8 5.2 4.9 5.6 6.3 7.1 9.0 7.9 7.8 8.0 8.2 7.5 4.6 4.1 2.8 1.9 1.2 0.7

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Permanent Traffic Recorder At Craig/Klawock/Hollis Hwy (CDS Mi 6.71)

2010, 2011, 2012 Incomplete Data



MITKOF HWY, S JCT SCOW BAY LOOP - USFS WAREHOUSE, PETER ON 294000 AT MILEPOINT 2.550 0MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 767 73.5 95.8 4.2 106.7 97.3 104.6 104.5 111.8 105.0 94.3 80.6 | 2013 1043 | 2012 1016 FEB 866 83.0 95.9 4.1 108.8 109.0 102.4 103.2 103.6 105.4 93.9 79.4 | 2011 1027 | 2010 1074 MAR 928 89.0 94.3 5.7 100.9 102.2 105.0 106.6 104.7 103.9 90.9 89.8 | 2009 1091 | 2008 1045 APR 1080 103.5 95.6 4.4 102.4 98.7 96.5 99.1 107.4 100.8 103.2 92.4 | 2007 1077 | 2006 1115 MAY 1246 119.5 95.3 4.7 101.5 107.0 102.9 104.0 106.2 104.3 89.7 88.6 | 2005 1083 | 2004 1111 JUN 1304 125.0 94.4 5.6 104.8 99.0 103.0 98.5 108.6 102.8 92.5 93.4 | 2003 1066 | 2002 1069 JUL 1224 117.4 94.6 5.4 108.7 106.7 104.7 94.6 106.8 104.3 90.5 87.9 | 2001 1063 | 2000 1062 AUG 1201 115.1 94.5 5.5 99.2 96.5 105.1 100.6 110.5 102.4 98.1 90.3 | 1999 992 | 1998 1042 SEP 1158 111.0 95.4 4.6 96.9 102.8 103.5 100.7 106.8 102.1 101.1 88.4 | 1997 1035 | 1996 1040 OCT 1032 98.9 95.2 4.8 103.2 104.3 104.0 104.5 104.7 104.1 97.3 81.9 | 1995 1062 | 1994 1021 NOV 904 86.7 95.6 4.4 102.6 106.7 105.3 94.4 110.4 103.9 98.5 81.9 | 1993 1009 | DEC 811 77.8 95.5 4.5 104.6 108.2 94.5 99.4 108.0 102.9 101.7 83.3 | | ANN 1043 95.2 4.8 103.4 103.2 102.6 100.8 107.5 103.5 96.0 86.5 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 1570 1515 1491 1478 1472 1470 1469 1467 1462 1462 1486 05/23 05/22 05/28 06/07 07/26 06/28 06/24 05/20 08/01 06/12 150.5 145.3 143.0 141.7 141.1 140.9 140.8 140.7 140.2 140.2 142.5 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 153 148 147 145 140 139 138 138 137 136 130 128 125 124 142 17 17 17 17 17 17 17 17 17 17 16 17 17 13 06/24 09/06 05/21 09/11 05/30 08/05 08/01 06/28 06/21 08/19 07/15 08/12 10/24 05/21 14.7 14.2 14.1 13.9 13.4 13.3 13.2 13.2 13.1 13.0 12.5 12.3 12.0 11.9 13.6 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.3 0.2 0.2 0.3 0.7 1.7 3.9 6.3 5.7 6.5 6.8 7.5 7.9 8.1 8.3 8.6 8.4 6.0 3.9 3.2 2.6 1.5 1.0 0.5

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1998 Based on Incomplete Data


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Permanent Traffic Recorder At Mitkof Hwy (CDS Mi 2.55)



HALIBUT PT RD BTW KATLIAN & MARINE ST, SITKA ON 295400 AT MILEPOINT 0.533 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 8760 88.2 92.7 7.3 106.8 98.4 108.4 106.9 112.3 106.6 94.3 73.0 | 2013 9933 | 2012 9582 FEB 9320 93.8 93.2 6.8 102.2 106.2 108.1 108.2 111.0 107.1 91.8 72.5 | 2011 9931 | 2010 9882 MAR 9986 100.5 93.6 6.4 101.0 104.4 106.7 108.5 109.5 106.0 94.5 75.4 | 2009 9310 | 2008 9547 APR 10581 106.5 95.1 4.9 103.2 103.5 104.2 102.9 110.4 104.8 96.4 79.4 | 2007 9901 | 2006 10156 MAY 10950 110.2 94.9 5.1 99.3 108.1 106.3 108.0 108.2 106.0 92.0 78.2 | 2005 10391 | 2004 10700 JUN 11052 111.3 93.5 6.5 105.0 102.6 105.3 103.6 109.9 105.3 92.5 81.1 | 2003 10933 | 2002 10977 JUL 10400 104.7 93.4 6.6 106.5 106.6 110.5 97.7 103.9 105.0 93.1 81.7 | 2001 11029 | 2000 11103 AUG 10610 106.8 93.6 6.4 103.4 103.6 106.0 104.1 109.6 105.3 92.8 80.4 | 1999 11205 | 1998 11241 SEP 9995 100.6 94.9 5.1 100.7 108.1 106.3 103.2 110.6 105.8 95.1 76.1 | 1997 10946 | 1996 10629 OCT 9696 97.6 94.9 5.1 104.3 105.7 107.0 108.6 107.4 106.6 95.3 71.7 | 1995 10599 | 1994 11200 NOV 9063 91.2 94.3 5.7 106.3 107.7 110.4 94.8 108.9 105.6 96.5 75.4 | 1993 11502 | 1992 11418 DEC 8784 88.4 93.4 6.6 109.5 108.1 95.7 105.9 112.7 106.4 93.1 75.1 | 1991 11043 | 1990 10581 ANN 9933 94.0 6.0 104.0 105.3 106.2 104.4 109.5 105.9 94.0 76.7 | 1989 10516 -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 12368 12262 12250 12237 12232 12210 12140 12052 12047 12037 12184 06/28 05/09 05/28 06/07 05/30 05/22 05/10 07/03 06/14 05/21 124.5 123.4 123.3 123.2 123.1 122.9 122.2 121.3 121.3 121.2 122.7 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 1088 1086 1058 1043 1036 1036 1036 1032 1030 1020 1002 992 984 978 1047 17 17 17 17 13 17 17 17 17 17 17 14 12 17 06/07 05/28 05/22 05/09 05/30 05/23 05/07 10/09 06/19 05/08 05/30 05/24 05/30 08/12 11.0 10.9 10.7 10.5 10.4 10.4 10.4 10.4 10.4 10.3 10.1 10.0 9.9 9.8 10.5 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.6 0.4 0.3 0.3 0.7 1.3 2.5 5.0 5.6 5.6 6.0 7.3 8.1 7.9 7.8 7.9 8.2 7.1 5.5 4.1 3.2 2.3 1.6 1.0

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Permanent Traffic Recorder At 1 Mi. Halibut Pt. Road (CDS MP 0.53)

1998 Based on Incomplete Data



HARBOR DRIVE BTW SEWARD AVE & TONGASS DR **PTR***TOTAL ON 295464 AT MILEPOINT 0.573 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 3442 84.9 92.3 7.7 113.1 101.6 116.5 117.6 123.4 114.4 69.5 58.4 | 2013 4055 | 2012 4093 FEB 3583 88.4 92.8 7.2 111.6 117.0 117.3 118.1 108.6 114.5 69.8 57.5 | 2011 4211 | 2010 4394 MAR 4025 99.3 92.8 7.2 105.5 112.8 115.5 113.6 115.8 112.6 73.2 63.6 | 2009 4166 | 2008 4167 APR 4422 109.1 93.3 6.7 108.2 109.3 110.6 111.6 114.4 110.8 77.5 68.4 | 2007 4279 | 2006 4187 MAY 4518 111.4 94.4 5.6 102.3 114.0 111.9 113.5 113.9 111.1 75.2 69.1 | 2005 4114 | 2004 4301 JUN 4906 121.0 91.5 8.5 109.6 108.2 110.1 109.1 112.4 109.9 76.9 73.7 | | JUL 4528 111.7 92.3 7.7 111.9 113.1 113.9 98.4 107.0 108.9 78.2 77.4 | | AUG 4572 112.7 92.3 7.7 110.5 110.5 111.3 111.2 111.0 110.9 75.3 70.1 | | SEP 3933 97.0 92.9 7.1 103.9 114.9 114.4 114.5 115.9 112.7 72.1 64.6 | | OCT 3808 93.9 93.1 6.9 111.1 115.7 113.5 116.5 107.3 112.8 73.2 62.6 | | NOV 3573 88.1 93.2 6.8 114.3 116.9 117.2 99.3 112.6 112.1 75.6 64.1 | | DEC 3346 82.5 92.5 7.5 114.4 111.6 102.3 116.1 118.8 112.6 72.1 64.7 | | ANN 4055 92.8 7.2 109.7 112.1 112.9 111.6 113.4 111.9 74.1 66.2 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 5603 5565 5562 5546 5540 5539 5515 5510 5499 5486 5537 05/30 06/19 06/14 06/26 06/17 06/28 06/07 06/18 06/10 06/27 138.2 137.2 137.2 136.8 136.6 136.6 136.0 135.9 135.6 135.3 136.5 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 554 545 532 525 525 525 524 519 518 517 496 486 479 475 528 13 17 13 13 13 10 17 17 13 17 8 16 13 13 06/17 05/30 06/03 06/19 06/07 04/27 04/03 05/22 08/27 05/20 04/29 06/10 06/25 07/03 13.7 13.4 13.1 12.9 12.9 12.9 12.9 12.8 12.8 12.7 12.2 12.0 11.8 11.7 13.0 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.3 0.2 0.2 0.7 1.6 1.5 4.6 7.6 5.5 6.4 7.3 8.5 8.6 7.1 6.9 7.5 8.1 5.7 3.9 2.3 1.6 1.2 1.9 0.9

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Permanent Traffic Recorder At Harbor Drive (CDS Mi 0.57)

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SAWMILL CREEK RD @ INDIAN RIVER BRIDGE PTR - TOTAL SI ON 295500 AT MILEPOINT 0.730 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 7789 87.5 94.7 5.3 108.9 99.1 111.1 110.7 116.0 109.2 89.9 64.2 | 2013 8902 | 2012 8622 FEB 8414 94.5 95.2 4.8 105.5 110.5 108.7 110.2 112.4 109.5 87.5 65.1 | 2011 8712 | 2010 8855 MAR 8860 99.5 95.1 4.9 105.3 106.2 109.3 109.4 113.6 108.8 89.7 66.7 | 2009 8744 | 2008 8838 APR 9624 108.1 95.6 4.4 107.0 106.4 106.1 104.1 111.1 106.9 93.8 71.4 | 2007 9008 | 2006 9168 MAY 9870 110.9 95.2 4.8 100.5 110.3 109.5 109.0 110.8 108.0 89.3 70.6 | 2005 9049 | 2004 9525 JUN 9945 111.7 94.2 5.8 105.8 105.3 108.2 106.4 111.9 107.5 89.4 73.1 | 2003 9543 | 2002 9398 JUL 9420 105.8 93.9 6.1 109.1 108.9 113.1 98.1 108.2 107.5 89.5 73.1 | | AUG 9398 105.6 94.1 5.9 107.0 106.4 108.4 107.4 111.1 108.1 88.4 71.4 | | SEP 8976 100.8 95.4 4.6 101.9 110.9 108.8 106.2 111.8 107.9 93.2 67.2 | | OCT 8567 96.2 95.7 4.3 107.1 109.3 110.0 110.1 109.5 109.2 90.7 63.2 | | NOV 8156 91.6 95.5 4.5 110.2 112.1 109.8 94.9 111.9 107.8 92.6 68.5 | | DEC 7808 87.7 94.9 5.1 112.5 110.2 97.9 109.3 114.6 108.9 89.0 66.4 | | ANN 8902 95.0 5.0 106.7 108.0 108.4 106.3 111.9 108.3 90.3 68.4 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 11436 11263 11234 11216 11185 11140 11119 11056 11045 11037 11173 06/28 04/12 05/22 05/28 05/06 07/03 06/07 05/21 05/08 05/30 128.5 126.5 126.2 126.0 125.6 125.1 124.9 124.2 124.1 124.0 125.5 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 1008 1007 992 992 989 985 982 981 980 980 957 951 942 937 990 13 17 12 16 17 16 16 17 17 12 17 16 17 13 05/30 05/08 05/06 04/12 05/21 06/18 05/22 05/31 05/07 04/15 05/30 05/21 05/06 07/08 11.3 11.3 11.1 11.1 11.1 11.1 11.0 11.0 11.0 11.0 10.8 10.7 10.6 10.5 11.1 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.5 0.3 0.2 0.3 0.5 1.3 2.8 5.0 5.5 5.8 6.5 8.0 8.6 8.3 8.2 8.4 8.3 6.6 4.8 3.6 2.7 2.0 1.2 0.8

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Westbound Eastbound

Permanent Traffic Recorder At Sawmill Creek Rd (CDS Mi 0.73)



EGAN BTW TWIN LKS DR & GLACIER AVE @ 3 MILEPOST EGAN ON 296000 AT MILEPOINT 2.583 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 18528 87.3 94.2 5.8 104.3 101.5 113.9 114.7 120.0 110.9 84.0 61.6 | 2013 21225 | 2012 21428 FEB 19993 94.2 94.5 5.5 101.0 111.7 112.7 115.2 115.9 111.3 83.3 60.0 | 2011 21683 | 2010 MAR 20759 97.8 94.4 5.6 102.3 107.9 111.3 112.3 114.4 109.6 85.9 65.9 | 2009 | 2008 21477 APR 21592 101.7 94.7 5.3 106.6 107.1 108.7 109.8 115.6 109.6 86.0 66.1 | 2007 22275 | 2006 22744 MAY 23148 109.1 94.2 5.8 100.0 111.8 111.1 110.7 112.5 109.2 83.2 70.6 | 2005 23341 | 2004 23863 JUN 24264 114.3 93.5 6.5 106.2 108.7 107.8 107.5 112.2 108.5 83.7 73.9 | 2003 23902 | 2002 23637 JUL 23641 111.4 93.1 6.9 106.6 110.4 113.7 104.3 108.6 108.7 83.7 72.6 | 2001 23514 | 2000 23681 AUG 23608 111.2 94.2 5.8 107.0 110.7 110.9 110.1 110.7 109.9 82.3 68.4 | 1999 23785 | 1998 24433 SEP 21951 103.4 94.6 5.4 100.8 112.4 112.2 111.6 114.1 110.2 82.5 66.4 | 1997 23992 | 1996 23947 OCT 20149 94.9 94.6 5.4 106.6 111.1 111.0 114.0 109.8 110.5 84.9 62.7 | 1995 23124 | 1994 22496 NOV 18677 88.0 94.4 5.6 105.5 115.7 116.2 94.7 116.8 109.8 86.2 64.9 | 1993 21503 | 1992 21383 DEC 18384 86.6 93.9 6.1 112.7 112.4 96.5 106.2 118.9 109.3 88.2 65.2 | 1991 20532 | 1990 19791 ANN 21225 94.2 5.8 105.0 110.1 110.5 109.3 114.1 109.8 84.5 66.5 | 1989 19049 -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 29542 27774 27613 27161 26994 26943 26894 26829 26744 26684 27318 07/03 06/21 06/28 06/14 06/12 05/21 05/22 05/23 08/02 07/10 139.2 130.9 130.1 128.0 127.2 126.9 126.7 126.4 126.0 125.7 128.7 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 2693 2676 2671 2664 2664 2657 2648 2641 2631 2625 2609 2591 2577 2556 2657 17 17 17 17 17 17 17 17 17 17 17 17 17 17 06/27 06/18 08/15 06/19 05/20 06/12 05/23 07/16 06/17 08/27 09/05 06/24 07/22 07/25 12.7 12.6 12.6 12.6 12.6 12.5 12.5 12.4 12.4 12.4 12.3 12.2 12.1 12.0 12.5 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.7 0.4 0.3 0.3 0.4 0.9 2.7 7.2 6.1 5.0 5.2 6.1 7.2 7.0 6.9 7.5 9.6 8.0 5.6 4.0 3.1 2.9 1.8 1.1

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Permanent Traffic Recorder At 3 Mi. Egan Dr. (CDS MP 2.58)

1998, 2000, 2001, 2008, and 2010 volumes were based on incomplete data. The 30th highest hours were omitted for this reason.



EGAN BTW YANDUKIN & SUNNY PT ACCESS JUNEAU ON 296000 AT MILEPOINT 6.311 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 21878 86.6 93.9 6.1 104.9 99.8 112.3 113.8 117.7 109.7 85.1 66.5 | 2013 25254 | 2012 25281 FEB 23714 93.9 94.4 5.6 101.5 109.9 111.6 112.6 113.2 109.8 87.6 63.6 | 2011 25310 | 2010 25802 MAR 24619 97.5 93.0 7.0 102.6 105.2 110.0 111.1 113.4 108.5 89.7 68.0 | | APR 25753 102.0 94.1 5.9 105.9 104.4 107.0 107.3 113.7 107.7 91.1 70.5 | | MAY 27635 109.4 94.1 5.9 99.0 109.3 110.6 110.7 111.2 108.2 87.0 72.2 | | JUN 28704 113.7 93.3 6.7 106.2 106.3 106.5 105.8 112.6 107.5 87.3 75.4 | | JUL 27813 110.1 93.0 7.0 107.0 109.3 112.3 100.3 109.1 107.6 87.6 74.4 | | AUG 27826 110.2 94.0 6.0 106.1 109.2 109.3 108.9 110.2 108.7 85.9 70.5 | 1999 25053 | SEP 26087 103.3 94.3 5.7 100.0 110.0 110.4 110.2 112.7 108.7 87.8 68.9 | | 1996 27191 OCT 24660 97.6 94.0 6.0 105.1 108.4 108.8 112.5 109.5 108.9 89.5 66.0 | | NOV 22555 89.3 94.0 6.0 105.0 113.0 113.1 93.9 114.9 108.0 90.0 70.0 | 1993 23325 | DEC 21806 86.3 93.7 6.3 110.4 110.8 96.4 105.4 115.7 107.7 92.2 69.0 | 1991 21277 | ANN 25254 93.8 6.2 104.5 108.0 109.0 107.7 112.8 108.4 88.4 69.6 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 32808 32597 32365 32332 31914 31832 31674 31633 31541 31426 32012 06/28 06/14 07/03 06/21 08/02 06/12 05/23 07/31 06/07 05/22 129.9 129.1 128.2 128.0 126.4 126.0 125.4 125.3 124.9 124.4 126.8 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 3139 3113 3100 3099 3092 3089 3088 3085 3068 3068 3026 3008 2996 2982 3094 17 17 17 17 17 17 17 17 17 17 17 17 17 17 06/12 06/11 08/15 07/29 06/26 05/22 06/10 06/24 06/28 06/17 08/27 05/01 09/26 06/05 12.4 12.3 12.3 12.3 12.2 12.2 12.2 12.2 12.1 12.1 12.0 11.9 11.9 11.8 12.3 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.6 0.3 0.3 0.4 0.7 1.6 3.9 6.9 5.3 5.0 5.6 6.7 7.4 7.0 7.1 7.9 9.2 7.1 5.3 3.7 3.1 2.6 1.5 1.0

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Permanent Traffic Recorder on 7 Mi. Egan Dr. (CDS MP 6.31)

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GLACIER HWY BTW N LENA LOOP & AUKE REC ROAD JUNEAU ON 296000 AT MILEPOINT 15.758 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 1494 70.9 93.8 6.2 99.6 95.9 100.2 104.2 108.5 101.7 103.1 88.7 | 2013 2107 | 2012 2086 FEB 1588 75.4 94.0 6.0 103.2 101.4 98.4 99.1 103.7 101.2 104.6 89.7 | 2011 2031 | 2010 2118 MAR 1866 88.6 94.4 5.6 92.0 92.5 102.3 104.3 100.9 98.4 105.6 102.5 | 2009 1965 | 2008 1825 APR 2155 102.3 93.9 6.1 92.0 84.3 90.4 93.5 104.8 93.0 117.9 117.0 | 2007 1899 | 2006 1914 MAY 2688 127.6 93.3 6.7 104.7 98.4 93.0 94.5 99.6 98.0 102.2 107.6 | 2005 2028 | 2004 2089 JUN 2998 142.3 93.3 6.7 93.5 90.7 90.4 88.2 107.6 94.1 110.7 118.8 | 2003 2015 | 2002 2019 JUL 2808 133.3 93.1 6.9 91.9 95.0 98.8 91.5 97.1 94.9 110.7 115.1 | 2001 2005 | 2000 2005 AUG 2642 125.4 92.7 7.3 92.7 96.7 98.0 98.9 102.2 97.7 109.7 102.0 | 1999 2333 | 1998 2487 SEP 2185 103.7 93.7 6.3 107.3 95.3 94.8 95.2 101.7 98.9 109.1 96.5 | 1997 2419 | 1996 2454 OCT 1828 86.8 93.2 6.8 98.1 97.2 98.4 98.4 103.5 99.1 112.8 91.5 | 1995 2339 | 1994 2256 NOV 1632 77.5 93.7 6.3 99.0 96.1 99.4 92.0 107.1 98.7 106.2 99.8 | 1993 2190 | 1992 2171 DEC 1405 66.7 92.8 7.2 98.8 106.3 96.3 100.4 104.3 101.2 104.5 89.7 | 1991 1975 | 1990 2060 ANN 2107 93.5 6.5 97.7 95.8 96.7 96.7 103.4 98.1 108.1 101.6 | 1989 2010 -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 4223 4176 4051 3873 3859 3802 3796 3770 3725 3664 3894 05/26 06/15 05/27 05/25 07/14 06/16 07/28 08/10 06/09 06/30 200.4 198.2 192.3 183.8 183.2 180.4 180.2 178.9 176.8 173.9 184.8 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 398 386 380 367 366 364 359 347 346 346 339 327 319 306 366 15 15 16 14 14 15 14 13 15 16 13 15 14 14 05/27 07/14 06/16 06/30 05/26 05/26 05/27 06/16 07/28 05/26 05/25 09/02 06/09 03/02 18.9 18.3 18.0 17.4 17.4 17.3 17.0 16.5 16.4 16.4 16.1 15.5 15.1 14.5 17.4 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.4 0.3 0.2 0.4 0.8 2.2 4.7 5.4 5.2 5.2 5.8 6.3 6.8 7.1 7.4 7.9 8.6 7.5 5.6 4.2 3.4 2.4 1.4 0.8

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Permanent Traffic Recorder At 16 Mile Glacier Hwy. (CDS MP 15.76)

This PTR station was relocated in 1999 to a point north of the south Lena Loop entrance. The drop in volume is due to this new location.



DOUGLAS HIGHWAY AT JOHN STREET **PTR***TOTAL*** ON 296110 AT MILEPOINT 1.058 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 7230 90.7 93.5 6.5 98.8 98.2 105.6 108.4 114.4 105.1 96.3 78.4 | 2013 7967 | 2012 8028 FEB 7620 95.6 93.9 6.1 98.6 105.2 106.5 108.0 110.5 105.8 94.4 76.8 | 2011 8076 | 2010 8307 MAR 7931 99.5 93.6 6.4 98.1 102.4 103.5 105.9 109.3 103.8 98.2 82.6 | 2009 8044 | 2008 7948 APR 8308 104.3 93.1 6.9 100.6 100.3 103.9 103.5 111.8 104.0 97.0 83.0 | 2007 8146 | 2006 8399 MAY 8461 106.2 92.8 7.2 98.3 105.5 104.8 107.5 109.9 105.2 91.9 82.1 | 2005 8528 | 2004 8638 JUN 8729 109.6 92.7 7.3 100.6 98.8 99.2 100.0 111.2 102.0 99.0 91.3 | | JUL 8490 106.6 92.3 7.7 99.0 105.2 109.5 107.1 103.0 104.8 94.5 81.7 | | AUG 8439 105.9 92.6 7.4 101.1 103.6 105.8 105.6 108.9 105.0 94.0 81.0 | | SEP 8184 102.7 92.9 7.1 99.6 106.0 106.1 106.0 109.6 105.5 93.5 79.0 | | OCT 7770 97.5 93.1 6.9 101.0 105.8 104.9 109.1 106.4 105.4 96.5 76.3 | | NOV 7350 92.3 94.0 6.0 99.0 108.4 109.1 93.6 111.6 104.3 97.2 81.1 | | DEC 7089 89.0 93.6 6.4 104.1 109.3 96.1 103.1 112.2 105.0 97.3 77.8 | | ANN 7967 93.2 6.8 99.9 104.1 104.6 104.8 109.9 104.7 95.8 80.9 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 10818 10697 10069 9838 9804 9775 9760 9709 9637 9632 9974 07/03 07/04 06/28 06/21 06/23 05/10 05/23 04/19 04/12 06/14 135.8 134.3 126.4 123.5 123.1 122.7 122.5 121.9 121.0 120.9 125.2 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 1209 992 972 962 948 947 945 928 920 901 880 872 866 862 972 16 12 13 14 13 15 12 16 16 16 16 7 7 16 07/04 07/04 07/04 07/04 06/23 07/04 06/23 09/24 07/23 09/03 06/21 09/18 03/13 07/16 15.2 12.5 12.2 12.1 11.9 11.9 11.9 11.6 11.5 11.3 11.0 10.9 10.9 10.8 12.2 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.5 0.3 0.3 0.4 0.8 2.3 5.6 5.8 4.7 4.9 5.9 6.9 6.5 6.5 7.2 8.5 8.4 6.9 5.3 4.2 3.4 2.4 1.4 0.8

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Permanent Traffic Recorder At Douglas Hwy (CDS Mi 1.06)

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RIVERSIDE PTR CEMETARY ACCESS TO DIVISION JUNEAU ON 296500 AT MILEPOINT 1.471 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 3485 87.8 93.4 6.6 103.1 96.4 106.8 105.1 113.1 104.9 100.1 75.4 | 2013 3969 | 2012 3920 FEB 3590 90.5 93.7 6.3 102.7 106.2 106.3 101.9 109.1 105.2 94.5 79.4 | 2011 4050 | 2010 4142 MAR 3669 92.4 94.1 5.9 96.8 99.9 104.9 106.6 107.8 103.2 102.7 81.5 | 2009 4013 | 2008 3919 APR 3944 99.4 94.4 5.6 100.5 95.7 103.3 103.4 108.7 102.3 104.2 84.2 | 2007 4228 | 2006 4298 MAY 4442 111.9 94.7 5.3 98.3 104.5 100.3 102.8 107.7 102.7 103.1 83.3 | 2005 4522 | 2004 4613 JUN 4280 107.8 93.7 6.3 101.2 100.5 99.3 100.1 106.6 101.5 106.6 85.7 | 2003 4563 | 2002 4615 JUL 4165 104.9 93.3 6.7 102.0 102.8 106.0 92.8 104.6 101.6 106.5 85.2 | 2001 4617 | 2000 4641 AUG 4294 108.2 94.1 5.9 104.0 104.7 103.4 103.1 105.4 104.1 100.2 79.2 | 1999 4630 | 1998 4727 SEP 4194 105.7 94.6 5.4 97.7 105.0 105.4 103.0 108.9 104.0 101.7 78.3 | 1997 4914 | 1996 5036 OCT 4235 106.7 94.8 5.2 103.1 101.7 105.8 106.1 105.0 104.3 103.0 75.5 | 1995 4912 | 1994 4413 NOV 3735 94.1 94.1 5.9 100.0 104.1 109.2 93.3 107.6 102.8 102.7 83.2 | 1993 4173 | 1992 4014 DEC 3596 90.6 93.2 6.8 105.5 104.7 95.0 104.8 109.5 103.9 97.0 83.6 | 1991 | ANN 3969 94.0 6.0 101.2 102.2 103.8 101.9 107.8 103.4 101.9 81.2 | -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 5074 5049 5045 5013 4996 4896 4888 4852 4827 4823 4946 05/10 10/31 05/21 07/27 05/24 05/23 05/03 05/08 09/13 05/22 127.8 127.2 127.1 126.3 125.9 123.4 123.2 122.2 121.6 121.5 124.6 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 564 547 547 542 541 534 534 533 533 532 519 503 496 490 541 17 17 17 17 17 17 17 17 17 17 17 17 17 17 10/21 10/24 05/21 09/11 10/29 10/31 09/19 09/24 08/13 08/22 10/07 10/01 08/20 09/23 14.2 13.8 13.8 13.7 13.6 13.5 13.5 13.4 13.4 13.4 13.1 12.7 12.5 12.3 13.6 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.5 0.3 0.3 0.4 0.5 1.6 4.5 5.8 5.1 4.7 5.0 5.9 6.4 6.3 6.6 7.9 9.3 8.3 6.5 5.1 3.9 2.7 1.5 0.9

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Permanent Traffic Recorder At Riverside Dr. (CDS Mi 1.47)



HAINES HWY BTW SAWMILL & AIRPORT RDS 1200 FT N OF PIEDA ON 298000 AT MILEPOINT 1.315 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 583 58.0 94.9 5.1 106.6 98.5 112.6 107.2 112.8 107.5 89.1 73.1 | 2013 1006 | 2012 985 FEB 652 64.8 95.7 4.3 109.2 108.9 108.0 107.1 104.4 107.5 85.4 76.8 | 2011 1017 | 2010 1087 MAR 817 81.2 96.0 4.0 101.5 101.8 112.5 107.1 108.0 106.2 91.7 77.3 | 2009 1058 | 2008 920 APR 952 94.6 96.3 3.7 106.5 96.8 102.2 103.0 109.3 103.6 96.9 85.4 | 2007 950 | 2006 953 MAY 1291 128.3 95.8 4.2 108.5 103.1 102.6 111.6 108.9 106.9 82.9 82.0 | 2005 955 | 2004 948 JUN 1331 132.3 95.1 4.9 105.4 101.2 100.4 102.9 106.1 103.2 100.0 83.7 | 2003 998 | 2002 1035 JUL 1389 138.1 95.0 5.0 103.0 99.7 107.3 99.1 111.5 104.1 93.8 85.9 | 2001 1045 | 2000 1092 AUG 1363 135.5 95.4 4.6 106.1 101.3 105.2 103.1 107.5 104.6 96.0 81.1 | 1999 1062 | 1998 1110 SEP 1197 119.0 96.2 3.8 103.9 104.1 102.2 105.8 103.5 103.9 100.1 80.2 | 1997 1067 | 1996 1063 OCT 1063 105.7 97.2 2.8 104.1 99.0 94.7 100.9 109.1 101.6 103.6 88.6 | 1995 1075 | 1994 968 NOV 770 76.5 96.2 3.8 110.7 101.9 105.3 96.8 113.1 105.6 94.4 77.6 | 1993 955 | 1992 951 DEC 659 65.5 95.7 4.3 121.2 107.7 95.3 103.6 110.9 107.7 89.1 72.5 | 1991 988 | 1990 998 ANN 1006 95.8 4.2 107.2 102.0 104.0 104.0 108.8 105.2 93.6 80.4 | 1989 883 -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 2060 1790 1769 1703 1627 1607 1595 1593 1587 1581 1691 06/15 07/26 05/23 05/24 08/02 07/29 05/20 05/10 05/09 08/12 204.8 177.9 175.8 169.3 161.7 159.7 158.5 158.3 157.8 157.2 168.1 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 341 281 245 173 159 158 158 157 157 157 148 145 143 140 199 16 17 15 15 13 13 12 11 14 14 11 14 16 13 06/15 06/15 06/15 05/10 05/24 05/20 05/20 08/12 08/19 06/15 06/16 07/26 05/10 09/28 33.9 27.9 24.4 17.2 15.8 15.7 15.7 15.6 15.6 15.6 14.7 14.4 14.2 13.9 19.8 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.3 0.2 0.1 0.2 0.3 1.5 2.5 5.2 6.2 6.3 7.1 8.3 8.3 8.5 8.7 8.4 7.8 6.8 4.5 3.3 2.4 1.6 1.0 0.7

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Permanent Traffic Recorder At 5 Mi. Haines Hwy. (CDS MP 1.32)



KLONDIKE HWY BTW DYEA & SANITORIUM RD,SKAGWAY ON 299500 AT MILEPOINT 0.830 MONTH MADT % 6-10 10-6 MON TUE WED THU FRI WKDY SAT SUN | HISTORICAL DATA JAN 263 45.0 81.3 18.7 187.3 108.1 122.7 70.2 77.9 113.2 62.9 70.0 | 2013 584 | 2012 562 FEB 222 38.0 94.2 5.8 100.1 113.4 103.3 108.0 106.6 106.3 92.5 77.3 | 2011 548 | 2010 558 MAR 286 49.0 92.2 7.8 87.8 85.8 96.3 91.1 105.4 93.3 131.7 102.2 | 2009 550 | 2008 533 APR 401 68.7 93.4 6.6 100.4 108.8 95.6 92.4 92.1 97.9 103.7 106.7 | 2007 558 | 2006 587 MAY 978 167.5 92.5 7.5 95.1 100.1 109.5 110.5 108.4 104.7 87.2 89.1 | 2005 588 | 2004 621 JUN 1135 194.3 95.1 4.9 96.4 111.3 110.2 101.9 109.8 105.9 85.8 84.5 | 2003 601 | 2002 599 JUL 1177 201.5 95.7 4.3 99.3 113.3 110.6 106.6 102.0 106.4 86.1 82.1 | 2001 574 | 2000 879 AUG 1135 194.3 95.6 4.4 98.6 112.5 110.2 102.7 103.4 105.5 90.2 82.4 | 1999 872 | SEP 840 143.8 95.2 4.8 84.8 116.3 111.3 103.0 102.3 103.5 96.1 86.5 | | 1996 659 OCT 280 47.9 93.5 6.5 101.3 114.9 96.4 90.2 110.0 102.6 97.2 89.8 | 1995 571 | 1994 584 NOV 158 27.1 93.3 6.7 96.8 114.9 102.8 86.7 104.6 101.2 98.1 94.5 | 1993 542 | 1992 DEC 136 23.3 91.4 8.6 112.2 107.2 92.1 92.6 114.2 103.7 97.4 81.8 | 1991 608 | 1990 742 ANN 584 92.8 7.2 105.0 108.9 105.1 96.3 103.1 103.7 94.1 87.2 | 1989 608 -------------------------------------------------------------------------------------------------------------------------- HIGHEST DAYS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH AVG 1511 1486 1463 1427 1419 1408 1404 1390 1383 1344 1424 09/06 05/29 07/03 07/02 01/07 05/30 05/23 05/20 06/28 06/19 258.7 254.5 250.5 244.3 243.0 241.1 240.4 238.0 236.8 230.1 243.8 -------------------------------------------------------------------------------------------------------------------------- HIGHEST HOURS 1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH 9TH 10TH 20TH 30TH 40TH 50TH AVG 254 241 211 207 181 181 180 171 168 168 142 137 133 130 196 14 3 2 15 11 10 20 14 16 15 13 14 9 16 05/20 01/07 01/07 05/15 01/07 01/07 01/08 05/15 05/23 05/20 07/02 08/07 07/02 05/18 43.5 41.3 36.1 35.4 31.0 31.0 30.8 29.3 28.8 28.8 24.3 23.5 22.8 22.3 33.6 --------------------------------------------------------------------------------------------------------------------------- AM PERCENT BY HOUR PM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 0.3 0.3 0.3 0.3 1.1 2.5 3.4 6.9 7.1 6.9 7.5 7.6 9.4 9.5 9.0 7.8 5.8 4.9 3.5 2.4 1.4 1.0 0.9 0.5

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Permanent Traffic Recorder on Klondike Highway (CDS MP 0.83)

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C. Average Daily Traffic Maps The volumes shown on the following maps denote average daily traffic (ADT) during 2013. This data is derived from the traffic volume counts which are done between May and October. Since it is impractical to do a count on every road in the region in a single year, they are done on a three year rotating schedule. The maps have been prepared by the Department's Mapping Section from data collected by the Southcoast Traffic and Safety Section. The "push pin" tick marks along roads define the boundary between road segments. The ADT's marked indicate the average traffic, under statistically derived normal conditions, between the tick marks or major road intersections.

Documents

Southcoast Region 2013 Traffic and Safety Report · C. Annual Average Daily Traffic Maps. I. SAFETY SECTION ... (CDS #) Injuries Injuries 1 Juneau 296000 Egan/Glacier - Mendenhall