US 101/SALISHAN DRIVE

Southbound US 101 Approach

Northbound US 101 Approach

Eastbound Salishan Drive Approach

Westbound Salishan Drive Approach

15 1310 50

202730 1370 55

501555

501040

10 860 30

2005 20 900 35

301035

30525

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

V/C = 1.04 Delay = 93 LOS = F

V/C = 0.71 Delay = 14 LOS = B

US 101 & Salishan Drive

US 101/DRIFT CREEK ROAD

Southbound US 101 Approach

Northbound US 101 Approach

Westbound Drift Creek Road Approach

1250 15

20271520 40

25

25

820 10

2005 1000 25

15

15

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

P O

T S

MAJOR MINORV/C = 0.65 0.52Delay = 1 78LOS = A F

MAJOR MINORV/C = 0.94 >2.0Delay = 13 >150LOS = B F

US 101 & Drift Creek Road

US 101/IMMONEN ROAD

Southbound US 101 Approach

Northbound US 101 Approach

Westbound Immonen Road Approach

1380 25

20271445 15

25

10

905 15

2005 950 10

15

5

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.89 0.76Delay = 14 >150LOS = B F

MAJOR MINORV/C = 0.59 0.23Delay = 1 35LOS = A D

P O

T S

US 101 & Immonen Road

US 101/GLENEDEN BEACH LOOP NORTH

Southbound US 101 Approach

Northbound US 101 Approach

Eastbound Gleneden Beach Loop North Approach

25 1270

2027160 1285

100

15

15 835

2005 105 845

65

10

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.80 >2.0Delay = >150 >150LOS = F F

MAJOR MINORV/C = 0.52 >2.0Delay = 1 >150LOS = A F

P O

T

S

US 101 & Gleneden Beach Loop North

US 101/LANCER STREET–SEAGROVE DRIVE

Southbound US 101 Approach

Northbound US 101 Approach

Eastbound Lancer Street Approach

Westbound Lancer Street Approach

25 1265 10

202715 1270 15

151030

101010

15 830 5

2005 10 835 10

10 0

20

5 0 5

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.80 >2.0Delay = 13 >150LOS = B F

MAJOR MINORV/C = 0.53 0.30Delay = 1 63LOS = A F

P O

T

S

P O

T S

US 101 & Lancer Street/Seagrove Drive

US 20/BUSINESS 20 (WEST)

Northbound Business 20 Approach

Eastbound US 20 Approach

Westbound US 20 Approach

235 45

2027

570325

60010

155 30

2005

380 215

400 5

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.55 1.97Delay = 1 >150LOS = A F

MAJOR MINOR V/C = 0.38 0.68 Delay = 1 39 LOS = A E

P O T S

US 20 & Business 20 (West)

US 20/OR 229

Southbound OR 229 Approach

Northbound OR 229 Approach

Eastbound US 20 Approach

Westbound US 20 Approach

0 80 45

2027220 135 40

205415

0

7039055

0 55 30

2005 150 90 25

135 275

0

45 255 35

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.26 >2.0Delay = 9 >150LOS = A F

MAJOR MINORV/C = 0.18 0.84Delay = 3 54LOS = A F

P O T S

P O T S

US 20 & OR 229

P O

T S

OR 18/OLD SCENIC HIGHWAY 101

Southbound Old Scenic Highway Approach

Eastbound OR 18 Approach

Westbound OR 18 Approach

202785 25

110825

451130

2005 60 15

75 580

30 795

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.70 1.15Delay = 13 >150LOS = B F

MAJOR MINORV/C = 0.56 0.41Delay = 2 34LOS = A D

P O T S

P O

T S

OR 18 & Old Scenic Highway 101

OR 18/NORTH BANK ROAD

Southbound North Bank Road Approach

Eastbound OR 18 Approach

Westbound OR 18 Approach

202725 25

15825

401130

2005 15 15

10 580

25 795

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.72 0.56Delay = 1 88LOS = A F

MAJOR MINOR V/C = 0.54 0.23 Delay = 1 31 LOS = A D

P O T S

OR 18 & North Bank Road

OR 18/SLICK ROCK ROAD

Northbound Slick Rock Road Approach

Eastbound OR 18 Approach

Westbound OR 18 Approach

15 10

2027

79545

114510

10 0

2005

560 30

805 5

LANE GEOMETRY

TRAFFIC OPERATIONS 30TH-HIGHEST HOUR CONDITIONS

MAJOR MINORV/C = 0.52 0.31Delay = 10 67LOS = A F

MAJOR MINORV/C = 0.53 0.13Delay = 1 39LOS = A E

P O T S

OR 18 & Slick Rock Road