Crashes 2013 - 00923 Crashes 2016 - 01253 Crashes 2013 - 00991

Total Unknown 

Non-Motorists 0

Total Pedalcyclist Injuries 0

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Injured

0

Total Persons 

Involved 2

Total Unknown 

Non-Motorist 

Injured

0

Total Persons 

Involved 2

Total Safety 

Equip Used 2

Total Persons 

Involved 5

Total Safety 

Equip Used 2

Total Safety 

Equip Un-used 0

Total Safety 

Equip Used 3

Total Safety 

Equip Un-used 0

Total Safety 

Equip 

Unknown if 

Used

0

Total Safety 

Equip Un-used 0

Total Safety 

Equip 

Unknown if 

Used

0

Crash Month 7

Total Safety 

Equip 

Unknown if 

Used

2 Crash Month 7

Crash Day 17 Crash Month 7 Crash Day 28

Crash Year 2013 Crash Day 31 Crash Year 2013

Day of Week 4 Crash Year 2016 Day of Week 1

Crash Cause 1 

Code 12 Day of Week 1 Crash Cause 1 Code 1

Crash Cause 1 

Desc

Other (not 

improper 

driving)

Crash Cause 1 

Code 2

Crash Cause 1 

Desc

Too fast for 

conditions (not 

exceed posted 

speed)

Crash Cause 2 

Code Null Crash Cause 1 Desc

Did not yield 

right-of-way

Crash Cause 2 

Code Null

Crash Cause 2 

Desc

Crash Cause 2 

Code 40 Crash Cause 2 Desc

Crash Cause 3 

Code Null Crash Cause 2 Desc View obscured Crash Cause 3 Code Null

Crash Cause 3 

Desc

Crash Cause 3 

Code Null Crash Cause 3 Desc

Crash Event 1 

Code 35 Crash Cause 3 Desc Null Crash Event 1 Code 79
Crashes 2013 - 00923 Crashes 2016 - 01253 Crashes 2013 - 00991

Crash Event 1 

Desc

Crash Event 1 

Code 1

Crash Event 1 

Desc

Crash Event 2 

Code Null Crash Event 1 Desc

Occupant fell, 

jumped or was 

ejected from 

moving vehicle

Crash Event 2 

Code Null

Crash Event 2 

Desc

Crash Event 2 

Code 130 Crash Event 2 Desc

Crash Event 3 

Code Null Crash Event 2 Desc

View obscured 

by curve

Crash Event 3 

Code Null

Crash Event 3 

Desc

Crash Event 3 

Code 129 Crash Event 3 Desc

GIS Processing 

Date 5/22/2017 Crash Event 3 Desc

Vertical grade 

/ hill present 

at crash 

location

GIS Processing 

Date 5/22/2017

Effective Date 2015 GIS Processing 

Date 6/1/2018 Effective Date 2015

Effective Date 2016
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

CRASH ID 1640391 CRASH ID 1482137 CRASH ID 1484330

DMV Serial No 1129 DMV Serial No 997 DMV Serial No 1141

CRASH Date 8/7/2015 CRASH Date 7/29/2012 CRASH Date 8/25/2012

CRASH Hour 13 CRASH Hour 17 CRASH Hour 99

CRASH Hour 

Desc

01:00 PM to 

01:59 PM

CRASH Hour Desc 05:00 PM to 05:59 PM CRASH Hour Desc Unknown Time

County Code 9 County Code 9 County Code 9

County Name Deschutes County Name Deschutes County Name Deschutes

City Code Null City Code Null City Code Null

City Name Null City Name Null City Name Null

Urban Area 

(FAUB) Null Urban Area (FAUB) Null Urban Area (FAUB) Null

Urban Area 

Name (FAUB) Null Urban Area Name 

(FAUB)

Urban Area Name 

(FAUB)

Functional 

Class Code 7 Functional Class Code 7 Functional Class Code 7

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

Functional Class Desc RURAL MAJOR 

COLLECTOR Functional Class Desc RURAL MAJOR COLLECTOR

NHS Flag 0 NHS Flag 0 NHS Flag 1

Route ID Null Route ID Null Route ID Null

Route Name Null Route Name Null Route Name Null

Route Type Null Route Type Null Route Type Null

Highway Num Null Highway Num Null Highway Num Null

Highway Name Null Highway Name Null Highway Name Null

Highway Suffix Null Highway Suffix Null Highway Suffix Null

Roadway Num Null Roadway Num Null Roadway Num Null

HWY 

Component 

Code

Null HWY Component Code Null HWY Component Code Null

Highway 

Component 

Desc

Null Highway Component 

Desc

Highway Component 

Desc

Mileage Type Null Mileage Type Null Mileage Type Null

Mileage Type 

Desc Null Mileage Type Desc Mileage Type Desc

Connection No Null Connection No Null Connection No Null

Milepoint Null Milepoint Null Milepoint Null

LRS Null LRS Null LRS Null

Latitude 

Degree 44 Latitude Degree 43 Latitude Degree 43
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Latitude 

Minute 0 Latitude Minute 59 Latitude Minute 58

Latitude 

Second 19.54 Latitude Second 6.949286 Latitude Second 53.089681

Longitude 

Degree -121 Longitude Degree -121 Longitude Degree -121

Longitude 

Minute 47 Longitude Minute 48 Longitude Minute 48

Longitude 

Second 14.81 Longitude Second 17.089575 Longitude Second 32.74596

Latitude 

Decimal Deg 44.005428 Latitude Decimal Deg 43.985264 Latitude Decimal Deg 43.981414

Longitude 

Decimal Deg -121.787447 Longitude Decimal Deg -121.804747 Longitude Decimal Deg -121.809096

Segment 

Marker ID 11_10017879 Segment Marker ID 11_9069 Segment Marker ID 33_691024

Segment LRS 

Measure 1343.329224 Segment LRS Measure 150872.25 Segment LRS Measure 0

Unlocatable 

Flag 0 Unlocatable Flag 0 Unlocatable Flag 0

Special 

Jurisdiction ID 40 Special Jurisdiction ID 40 Special Jurisdiction ID Null

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Special Jurisdiction Desc Deschutes National 

Forest Special Jurisdiction Desc

Recreational 

Rd Name 4107 Recreational Rd Name 4107 Recreational Rd Name Null

Intersecting 

Rec Rd Name NF4600-450 Intersecting Rec Rd 

Name NF4625 Intersecting Rec Rd Name Null

Street No Null Street No Null Street No 4107

Street Name Null Street Name Street Name CASCADE LAKES HWY

Intersecting 

Street No Null Intersecting Street No Null Intersecting Street No NF-4625

Intersecting 

Street Name Null Intersecting Street Name Intersecting Street Name

Intersection 

Sequence No Null Intersection Sequence 

No Null Intersection Sequence No 1

Distance from 

Intersection 25 Distance from 

Intersection 0

Distance from 

Intersection 0

Direction from 

Intersection 1

Direction from 

Intersection 5

Direction from 

Intersection 7

Direction from 

Intersection 

Desc

N

Direction from 

Intersection Desc S

Direction from 

Intersection Desc W

Posted Speed Null Posted Speed Null Posted Speed 55
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Rd Character 

Code 3 Rd Character Code 1 Rd Character Code 1

Rd Character 

Desc

Straight 

Roadway

Rd Character Desc Intersection Rd Character Desc Intersection

Off Roadway 

Flag 0 Off Roadway Flag 1 Off Roadway Flag 1

Intersection 

Type Null Intersection Type 3 Intersection Type 3

Intersection 

Type Desc Null Intersection Type Desc 3-LEG Intersection Type Desc 3-LEG

Intersection 

Related Flag 0 Intersection Related Flag 0 Intersection Related Flag 0

Roundabout 

Flag 0 Roundabout Flag 0 Roundabout Flag 0

Driveway 

Related Flag 0 Driveway Related Flag 0 Driveway Related Flag 0

Number of 

Lanes 2 Number of Lanes Null Number of Lanes Null

Number of 

Turning Legs Null Number of Turning Legs 0 Number of Turning Legs 0

Median Type 

Code 0 Median Type Code Null Median Type Code Null

Median Type 

Desc No median Median Type Desc Median Type Desc

Location of 

Impact 3 Location of Impact 6 Location of Impact 5

Crash Type 

Code E Crash Type Code 8 Crash Type Code 8

Crash Type 

Desc

From same 

direction - one 

stopped

Crash Type Desc Fixed Object Crash Type Desc Fixed Object

Collision Type 

Code 3 Collision Type Code 9 Collision Type Code 9

Collison Type 

Desc Rear-End Collison Type Desc Fixed Object or Other 

Object Collison Type Desc Fixed Object or Other Object

Crash Severity 

Code 5 Crash Severity Code 4 Crash Severity Code 5

Crash Severity 

Desc

Property 

Damage Only

Crash Severity Desc Non-Fatal Injury Crash Severity Desc Property Damage Only

Weather 

Condition 1 Weather Condition 1 Weather Condition 1

Weather Desc Clear Weather Desc Clear Weather Desc Clear
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Road Surface 

Condition 1 Road Surface Condition 1 Road Surface Condition 1

Road Surface 

Condition Desc Dry Road Surface Condition 

Desc Dry Road Surface Condition Desc Dry

Light 

Condition 1 Light Condition 1 Light Condition 3

Light 

Condition Desc Daylight Light Condition Desc Daylight Light Condition Desc Darkness - no street 

lights

Traffic Control 

Device Code 99 Traffic Control Device 

Code 4

Traffic Control Device 

Code 4

Traffic Control 

Device Desc

Unknown or 

not definite

Traffic Control Device 

Desc Stop Sign Traffic Control Device Desc Stop Sign

TCD 

Functioning 1 TCD Functioning 1 TCD Functioning 1

Investigating 

Agency 0 Investigating Agency 2 Investigating Agency 7

Investigating 

Agency Desc

Not 

Investigated 

by Police

Investigating Agency 

Desc

County Police - Report 

received

Investigating Agency 

Desc

Other police (incl safety 

and security officers)

School Zone 

Indicator Null School Zone Indicator 0 School Zone Indicator 0

Work Zone 

Indicator Null Work Zone Indicator 0 Work Zone Indicator 0

Alcohol 

Involved Flag 0 Alcohol Involved Flag 0 Alcohol Involved Flag 1

Drug Involved 

Flag 0 Drug Involved Flag 0 Drug Involved Flag 0

Speed 

Involved Flag 0 Speed Involved Flag 0 Speed Involved Flag 1

Hit and Run 

Flag 0 Hit and Run Flag 0 Hit and Run Flag 1

Population 

Range Code Null Population Range Code Null Population Range Code Null

Population 

Range Desc Null Population Range Desc Null Population Range Desc Null
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Rd Control 

Code 6 Rd Control Code 6 Rd Control Code 6

Rd Control 

Desc

RURAL 

COUNTY ROAD

Rd Control Desc RURAL COUNTY ROAD Rd Control Desc RURAL COUNTY ROAD

ODOT Region 

ID 4 ODOT Region ID 4 ODOT Region ID 4

ODOT District 

ID 10 ODOT District ID 10 ODOT District ID 10

Total Vehicles 2 Total Vehicles 2 Total Vehicles 1

Total Deaths 0 Total Deaths 0 Total Deaths 0

Total Serious 

Injuries 0 Total Serious Injuries 0 Total Serious Injuries 0

Total Moderate 

Injuries 0 Total Moderate Injuries 1 Total Moderate Injuries 0

Total Minor 

Injuries 0 Total Minor Injuries 1 Total Minor Injuries 0

Total NonFatal Injuries 0 Total Non-Fatal Injuries 2 Total Non-Fatal Injuries 0

Total Uninjured Age 00-

04

0

Total Un-injured Age 00-

04 0

Total Un-injured Age 00-

04 0

Total Vehicle 

Occupants 4 Total Vehicle Occupants 3 Total Vehicle Occupants 1

Total Uninjured 

Persons

4 Total Un-injured Persons 1 Total Un-injured Persons 1

Total 

Pedestrians 0 Total Pedestrians 0 Total Pedestrians 0

Total 

Pedestrian 

Deaths

0 Total Pedestrian Deaths 0 Total Pedestrian Deaths 0

Total 

Pedestrian 

Injuries

0 Total Pedestrian Injuries 0 Total Pedestrian Injuries 0

Total Pedalcyclists 0 Total Pedal-cyclists 0 Total Pedal-cyclists 0

Total Pedalcyclist Deaths 0

Total Pedal-cyclist 

Deaths 0

Total Pedal-cyclist 

Deaths 0

Total Pedalcyclist Injuries 0

Total Pedal-cyclist 

Injuries 0

Total Pedal-cyclist 

Injuries 0
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Total Unknown 

Non-Motorists 0

Total Unknown NonMotorists 0Total Unknown NonMotorists 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown NonMotorist Deaths 0Total Unknown NonMotorist Deaths 0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown NonMotorist Injured 0Total Unknown NonMotorist Injured 0

Total Persons 

Involved 4 Total Persons Involved 3 Total Persons Involved 1

Total Safety 

Equip Used 3 Total Safety Equip Used 3 Total Safety Equip Used 0

Total Safety 

Equip Un-used 0

Total Safety Equip Unused 0Total Safety Equip Unused 0

Total Safety 

Equip 

Unknown if 

Used

1

Total Safety Equip 

Unknown if Used 0

Total Safety Equip 

Unknown if Used 1

Crash Month 8 Crash Month 7 Crash Month 8

Crash Day 7 Crash Day 29 Crash Day 25

Crash Year 2015 Crash Year 2012 Crash Year 2012

Day of Week 6 Day of Week 1 Day of Week 7

Crash Cause 1 

Code 29 Crash Cause 1 Code 10 Crash Cause 1 Code 1

Crash Cause 1 

Desc

Failed to avoid 

vehicle ahead

Crash Cause 1 Desc Other improper driving Crash Cause 1 Desc

Too fast for conditions 

(not exceed posted 

speed)

Crash Cause 2 

Code Null Crash Cause 2 Code Null Crash Cause 2 Code 3

Crash Cause 2 

Desc Null Crash Cause 2 Desc Crash Cause 2 Desc Passed stop sign or red 

flasher

Crash Cause 3 

Code Null Crash Cause 3 Code Null Crash Cause 3 Code 5

Crash Cause 3 

Desc Null Crash Cause 3 Desc Crash Cause 3 Desc Drove left of center on 

two-way road

Crash Event 1 

Code Null Crash Event 1 Code 79 Crash Event 1 Code 58
Crashes 2015 - 01129 Crashes 2012 - 00997 Crashes 2012 - 01141

Crash Event 1 

Desc Null Crash Event 1 Desc Cut slope or ditch 

embankment Crash Event 1 Desc Other sign, including street signs

Crash Event 2 

Code Null Crash Event 2 Code 92 Crash Event 2 Code Null

Crash Event 2 

Desc Null Crash Event 2 Desc

Other (phantom) noncontact vehicle (on PAR 

or report)

Crash Event 2 Desc

Crash Event 3 

Code Null Crash Event 3 Code Null Crash Event 3 Code Null

Crash Event 3 

Desc Null Crash Event 3 Desc Crash Event 3 Desc

GIS Processing 

Date 12/5/2017 GIS Processing Date 10/1/2013 GIS Processing Date 10/1/2013

Effective Date 2015 Effective Date 2012 Effective Date 2012
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

CRASH ID 1484330 CRASH ID 1593641 CRASH ID 1537900

DMV Serial No 1141 DMV Serial No 1399 DMV Serial No 1474

CRASH Date 8/25/2012 CRASH Date 9/19/2014 CRASH Date 10/23/2013

CRASH Hour 99 CRASH Hour 12 CRASH Hour 14

CRASH Hour Desc Unknown Time CRASH Hour Desc 12:00 PM (Noon) to 

12:59

CRASH Hour 

Desc

02:00 PM to 

02:59 PM

County Code 9 County Code 9 County Code 9

County Name Deschutes County Name Deschutes County Name Deschutes

City Code Null City Code Null City Code Null

City Name Null City Name Null City Name Null

Urban Area (FAUB) Null Urban Area (FAUB) Null

Urban Area 

(FAUB) Null

Urban Area Name 

(FAUB)

Urban Area Name 

(FAUB) Null

Urban Area 

Name (FAUB)

Functional Class Code 7 Functional Class Code 7

Functional 

Class Code 7

Functional Class Desc RURAL MAJOR 

COLLECTOR Functional Class Desc RURAL MAJOR COLLECTOR

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

NHS Flag 1 NHS Flag 0 NHS Flag 0

Route ID Null Route ID Null Route ID Null

Route Name Null Route Name Null Route Name Null

Route Type Null Route Type Null Route Type Null

Highway Num Null Highway Num Null Highway Num Null

Highway Name Null Highway Name Null Highway Name Null

Highway Suffix Null Highway Suffix Null Highway Suffix Null

Roadway Num Null Roadway Num Null Roadway Num Null

HWY Component Code Null HWY Component Code Null

HWY 

Component 

Code

Null

Highway Component 

Desc

Highway Component 

Desc Null

Highway 

Component 

Desc

Mileage Type Null Mileage Type Null Mileage Type Null

Mileage Type Desc Mileage Type Desc Null Mileage Type 

Desc

Connection No Null Connection No Null Connection No Null

Milepoint Null Milepoint Null Milepoint Null

LRS Null LRS Null LRS Null

Latitude Degree 43 Latitude Degree 43

Latitude 

Degree 43
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Latitude Minute 58 Latitude Minute 58

Latitude 

Minute 57

Latitude Second 53.089681 Latitude Second 0.38

Latitude 

Second 23.2101

Longitude Degree -121 Longitude Degree -121

Longitude 

Degree -121

Longitude Minute 48 Longitude Minute 48

Longitude 

Minute 48

Longitude Second 32.74596 Longitude Second 32

Longitude 

Second 12.829644

Latitude Decimal Deg 43.981414 Latitude Decimal Deg 43.966772

Latitude 

Decimal Deg 43.956447

Longitude Decimal Deg -121.809096 Longitude Decimal Deg -121.808889

Longitude 

Decimal Deg -121.803564

Segment Marker ID 33_691024 Segment Marker ID 11_1001709

Segment 

Marker ID 11_10017090

Segment LRS Measure 0 Segment LRS Measure Null

Segment LRS 

Measure 139355.4219

Unlocatable Flag 0 Unlocatable Flag 0

Unlocatable 

Flag 0

Special Jurisdiction ID Null Special Jurisdiction ID Null

Special 

Jurisdiction ID 40

Special Jurisdiction Desc Special Jurisdiction Desc Null

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Recreational Rd Name Null Recreational Rd Name Null

Recreational 

Rd Name 4107

Intersecting Rec Rd 

Name Null Intersecting Rec Rd Name Null

Intersecting 

Rec Rd Name NF4625

Street No 4107 Street No 4107 Street No Null

Street Name CASCADE LAKES HWY Street Name CASCADE LAKES HWY Street Name

Intersecting Street No NF-4625 Intersecting Street No NF4600

Intersecting 

Street No Null

Intersecting Street Name Intersecting Street Name Null

Intersecting 

Street Name

Intersection Sequence 

No 1

Intersection Sequence 

No 1

Intersection 

Sequence No Null

Distance from 

Intersection 0

Distance from 

Intersection 0

Distance from 

Intersection 75

Direction from 

Intersection 7

Direction from 

Intersection 9

Direction from 

Intersection 1

Direction from 

Intersection Desc W

Direction from 

Intersection Desc CN

Direction from 

Intersection 

Desc

N

Posted Speed 55 Posted Speed Null Posted Speed 0
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Rd Character Code 1 Rd Character Code 1

Rd Character 

Code 3

Rd Character Desc Intersection Rd Character Desc Intersection

Rd Character 

Desc

Straight 

Roadway

Off Roadway Flag 1 Off Roadway Flag 0 Off Roadway 

Flag 0

Intersection Type 3 Intersection Type 3

Intersection 

Type Null

Intersection Type Desc 3-LEG Intersection Type Desc 3-LEG

Intersection 

Type Desc Null

Intersection Related Flag 0 Intersection Related Flag 0

Intersection 

Related Flag 0

Roundabout Flag 0 Roundabout Flag 0

Roundabout 

Flag 0

Driveway Related Flag 0 Driveway Related Flag 0 Driveway 

Related Flag 0

Number of Lanes Null Number of Lanes Null

Number of 

Lanes 2

Number of Turning Legs 0 Number of Turning Legs 0

Number of 

Turning Legs Null

Median Type Code Null Median Type Code Null Median Type 

Code 0

Median Type Desc Median Type Desc Null Median Type 

Desc No median

Location of Impact 5 Location of Impact 4

Location of 

Impact 3

Crash Type Code 8 Crash Type Code D

Crash Type 

Code 7

Crash Type Desc Fixed Object Crash Type Desc From same direction - 

one turn, one straight

Crash Type 

Desc Animal

Collision Type Code 9 Collision Type Code 6

Collision Type 

Code &

Collison Type Desc Fixed Object or Other 

Object Collison Type Desc Turning movement

Collison Type 

Desc Miscellaneous

Crash Severity Code 5 Crash Severity Code 4

Crash Severity 

Code 5

Crash Severity Desc Property Damage Only Crash Severity Desc Non-Fatal Injury

Crash Severity 

Desc

Property 

Damage Only

Weather Condition 1 Weather Condition 1

Weather 

Condition 1

Weather Desc Clear Weather Desc Clear Weather Desc Clear
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Road Surface Condition 1 Road Surface Condition 1

Road Surface 

Condition 1

Road Surface Condition 

Desc Dry Road Surface Condition Desc Dry

Road Surface 

Condition Desc Dry

Light Condition 3 Light Condition 1

Light 

Condition 1

Light Condition Desc Darkness - no street 

lights Light Condition Desc Daylight

Light 

Condition Desc Daylight

Traffic Control Device 

Code 4

Traffic Control Device 

Code 99

Traffic Control 

Device Code 99

Traffic Control Device 

Desc Stop Sign Traffic Control Device Desc Unknown or not definite

Traffic Control 

Device Desc

Unknown or 

not definite

TCD Functioning 1 TCD Functioning 1

TCD 

Functioning 1

Investigating Agency 7 Investigating Agency 2

Investigating 

Agency 0

Investigating Agency 

Desc

Other police (incl safety 

and security officers)

Investigating Agency 

Desc

County Police - Report 

received

Investigating 

Agency Desc

Not 

Investigated 

by Police

School Zone Indicator 0 School Zone Indicator 0

School Zone 

Indicator Null

Work Zone Indicator 0 Work Zone Indicator 0

Work Zone 

Indicator Null

Alcohol Involved Flag 1 Alcohol Involved Flag 0

Alcohol 

Involved Flag 0

Drug Involved Flag 0 Drug Involved Flag 0 Drug Involved 

Flag 0

Speed Involved Flag 1 Speed Involved Flag 0

Speed 

Involved Flag 0

Hit and Run Flag 1 Hit and Run Flag 0

Hit and Run 

Flag 0

Population Range Code Null Population Range Code Null

Population 

Range Code Null

Population Range Desc Null Population Range Desc Null

Population 

Range Desc Null
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Rd Control Code 6 Rd Control Code 6

Rd Control 

Code 6

Rd Control Desc RURAL COUNTY ROAD Rd Control Desc RURAL COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

ODOT Region ID 4 ODOT Region ID 4 ODOT Region 

ID 4

ODOT District ID 10 ODOT District ID 10

ODOT District 

ID 10

Total Vehicles 1 Total Vehicles 2 Total Vehicles 1

Total Deaths 0 Total Deaths 0 Total Deaths 0

Total Serious Injuries 0 Total Serious Injuries 0

Total Serious 

Injuries 0

Total Moderate Injuries 0 Total Moderate Injuries 0

Total Moderate 

Injuries 0

Total Minor Injuries 0 Total Minor Injuries 2

Total Minor 

Injuries 0

Total Non-Fatal Injuries 0 Total Non-Fatal Injuries 2

Total NonFatal Injuries 0

Total Un-injured Age 00-

04 0

Total Un-injured Age 00-

04 0

Total Uninjured Age 00-

04

0

Total Vehicle Occupants 1 Total Vehicle Occupants 3

Total Vehicle 

Occupants 12

Total Un-injured Persons 1 Total Un-injured Persons 1

Total Uninjured 

Persons

12

Total Pedestrians 0 Total Pedestrians 0

Total 

Pedestrians 0

Total Pedestrian Deaths 0 Total Pedestrian Deaths 0

Total 

Pedestrian 

Deaths

0

Total Pedestrian Injuries 0 Total Pedestrian Injuries 0

Total 

Pedestrian 

Injuries

0

Total Pedal-cyclists 0 Total Pedal-cyclists 0

Total Pedalcyclists 0

Total Pedal-cyclist 

Deaths 0

Total Pedal-cyclist 

Deaths 0

Total Pedalcyclist Deaths 0

Total Pedal-cyclist 

Injuries 0

Total Pedal-cyclist 

Injuries 0

Total Pedalcyclist Injuries 0
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Total Unknown NonMotorists 0Total Unknown NonMotorists 0

Total Unknown 

Non-Motorists 0

Total Unknown NonMotorist Deaths 0Total Unknown NonMotorist Deaths 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown NonMotorist Injured 0Total Unknown NonMotorist Injured 0

Total Unknown 

Non-Motorist 

Injured

0

Total Persons Involved 1 Total Persons Involved 3

Total Persons 

Involved 12

Total Safety Equip Used 0 Total Safety Equip Used 3

Total Safety 

Equip Used 12

Total Safety Equip Unused 0Total Safety Equip Unused 0

Total Safety 

Equip Un-used 0

Total Safety Equip 

Unknown if Used 1

Total Safety Equip 

Unknown if Used 0

Total Safety 

Equip 

Unknown if 

Used

0

Crash Month 8 Crash Month 9 Crash Month 10

Crash Day 25 Crash Day 19 Crash Day 23

Crash Year 2012 Crash Year 2014 Crash Year 2013

Day of Week 7 Day of Week 6 Day of Week 4

Crash Cause 1 Code 1 Crash Cause 1 Code 6

Crash Cause 1 

Code 12

Crash Cause 1 Desc

Too fast for conditions 

(not exceed posted 

speed)

Crash Cause 1 Desc Improper overtaking

Crash Cause 1 

Desc

Other (not 

improper 

driving)

Crash Cause 2 Code 3 Crash Cause 2 Code Null

Crash Cause 2 

Code Null

Crash Cause 2 Desc Passed stop sign or red 

flasher Crash Cause 2 Desc Null

Crash Cause 2 

Desc

Crash Cause 3 Code 5 Crash Cause 3 Code Null

Crash Cause 3 

Code Null

Crash Cause 3 Desc Drove left of center on 

two-way road Crash Cause 3 Desc Null

Crash Cause 3 

Desc

Crash Event 1 Code 58 Crash Event 1 Code Null

Crash Event 1 

Code 35
Crashes 2012 - 01141 Crashes 2014 - 01399 Crashes 2013 - 01474

Crash Event 1 Desc Other sign, including 

street signs Crash Event 1 Desc Null

Crash Event 1 

Desc

Crash Event 2 Code Null Crash Event 2 Code Null

Crash Event 2 

Code Null

Crash Event 2 Desc Crash Event 2 Desc Null

Crash Event 2 

Desc

Crash Event 3 Code Null Crash Event 3 Code Null

Crash Event 3 

Code Null

Crash Event 3 Desc Crash Event 3 Desc Null

Crash Event 3 

Desc

GIS Processing Date 10/1/2013 GIS Processing Date 12/5/2017 GIS Processing 

Date 5/22/2017

Effective Date 2012 Effective Date 2015 Effective Date 2015
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

CRASH ID 1641584 CRASH ID 1618987 CRASH ID 1639711

DMV Serial No 1617 DMV Serial No 887 DMV Serial No 958

CRASH Date 9/13/2015 CRASH Date 6/25/2015 CRASH Date 7/4/2015

CRASH Hour 18 CRASH Hour 18 CRASH Hour 17

CRASH Hour 

Desc

06:00 PM to 

06:59 PM

CRASH Hour 

Desc

06:00 PM to 

06:59 PM

CRASH Hour 

Desc

05:00 PM to 

05:59 PM

County Code 9 County Code 9 County Code 9

County Name Deschutes County Name Deschutes County Name Deschutes

City Code Null City Code Null City Code Null

City Name Null City Name Null City Name Null

Urban Area 

(FAUB) Null Urban Area (FAUB) Null Urban Area (FAUB) Null

Urban Area 

Name (FAUB) Null Urban Area Name (FAUB) Null Urban Area Name (FAUB) Null

Functional 

Class Code 7

Functional 

Class Code 7

Functional 

Class Code 7

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

NHS Flag 0 NHS Flag 0 NHS Flag 0

Route ID Null Route ID Null Route ID Null

Route Name Null Route Name Null Route Name Null

Route Type Null Route Type Null Route Type Null

Highway Num Null Highway Num Null Highway Num Null

Highway Name Null Highway Name Null Highway Name Null

Highway Suffix Null Highway Suffix Null Highway Suffix Null

Roadway Num Null Roadway Num Null Roadway Num Null

HWY 

Component 

Code

Null

HWY 

Component 

Code

Null

HWY 

Component 

Code

Null

Highway 

Component 

Desc

Null

Highway 

Component 

Desc

Null

Highway 

Component 

Desc

Null

Mileage Type Null Mileage Type Null Mileage Type Null

Mileage Type 

Desc Null Mileage Type Desc Null Mileage Type Desc Null

Connection No Null Connection No Null Connection No Null

Milepoint Null Milepoint Null Milepoint Null

LRS Null LRS Null LRS Null

Latitude 

Degree 43 Latitude Degree 43 Latitude Degree 43
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Latitude 

Minute 53 Latitude Minute 53 Latitude Minute 51

Latitude 

Second 35.38 Latitude Second 24.64 Latitude Second 37.44

Longitude 

Degree -121 Longitude Degree -121 Longitude Degree -121

Longitude 

Minute 46 Longitude Minute 46 Longitude Minute 47

Longitude 

Second 3.01 Longitude Second 0.69 Longitude Second 5.01

Latitude 

Decimal Deg 43.893161 Latitude Decimal Deg 43.890178 Latitude Decimal Deg 43.8604

Longitude 

Decimal Deg -121.767503 Longitude Decimal Deg -121.766858 Longitude Decimal Deg -121.784725

Segment 

Marker ID 11_10017099 Segment Marker ID 11_10017099 Segment Marker ID 11_10017098

Segment LRS 

Measure 113496.7344 Segment LRS Measure 112384.7031 Segment LRS Measure 100711.3516

Unlocatable 

Flag 0

Unlocatable 

Flag 0

Unlocatable 

Flag 0

Special 

Jurisdiction ID 40 Special Jurisdiction ID Null Special Jurisdiction ID 40

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Special 

Jurisdiction 

Desc

Null

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Recreational 

Rd Name 4107 Recreational Rd Name Null Recreational Rd Name 4107

Intersecting 

Rec Rd Name NF4270 Intersecting Rec Rd Name Null Intersecting Rec Rd Name NF4628

Street No Null Street No 4107 Street No Null

Street Name Null Street Name CASCADE 

LAKES HWY Street Name Null

Intersecting 

Street No Null Intersecting Street No 9164 Intersecting Street No Null

Intersecting 

Street Name Null Intersecting Street Name LAVA LAKE RD Intersecting Street Name Null

Intersection 

Sequence No Null Intersection Sequence No 1

Intersection 

Sequence No Null

Distance from 

Intersection 144 Distance from Intersection 150 Distance from Intersection 100

Direction from 

Intersection 1

Direction from 

Intersection 5

Direction from 

Intersection 5

Direction from 

Intersection 

Desc

N

Direction from 

Intersection 

Desc

S

Direction from 

Intersection 

Desc

S

Posted Speed Null Posted Speed Null Posted Speed Null
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Rd Character 

Code 5

Rd Character 

Code 5

Rd Character 

Code 5

Rd Character 

Desc

Curve 

(horizontal 

curve)

Rd Character 

Desc

Curve 

(horizontal 

curve)

Rd Character 

Desc

Curve 

(horizontal 

curve)

Off Roadway 

Flag 0

Off Roadway 

Flag 1

Off Roadway 

Flag 1

Intersection 

Type Null Intersection Type Null Intersection Type Null

Intersection 

Type Desc Null Intersection Type Desc Null Intersection Type Desc Null

Intersection 

Related Flag 0

Intersection 

Related Flag 0

Intersection 

Related Flag 0

Roundabout 

Flag 0

Roundabout 

Flag 0

Roundabout 

Flag 0

Driveway 

Related Flag 0

Driveway 

Related Flag 0

Driveway 

Related Flag 0

Number of 

Lanes 2

Number of 

Lanes 2

Number of 

Lanes 2

Number of 

Turning Legs Null Number of Turning Legs Null Number of Turning Legs Null

Median Type 

Code 0

Median Type 

Code 0

Median Type 

Code 0

Median Type 

Desc No median Median Type Desc No median Median Type Desc No median

Location of 

Impact 3

Location of 

Impact 1

Location of 

Impact 1

Crash Type 

Code 7

Crash Type 

Code 8

Crash Type 

Code &

Crash Type 

Desc Animal Crash Type Desc Fixed Object Crash Type Desc Overturned

Collision Type 

Code &

Collision Type 

Code 9

Collision Type 

Code 8

Collison Type 

Desc Miscellaneous Collison Type Desc

Fixed Object 

or Other 

Object

Collison Type 

Desc Non-collision

Crash Severity 

Code 5

Crash Severity 

Code 4

Crash Severity 

Code 5

Crash Severity 

Desc

Property 

Damage Only

Crash Severity 

Desc

Non-Fatal 

Injury

Crash Severity 

Desc

Property 

Damage Only

Weather 

Condition 1 Weather Condition 1 Weather Condition 1

Weather Desc Clear Weather Desc Clear Weather Desc Clear
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Road Surface 

Condition 1

Road Surface 

Condition 1

Road Surface 

Condition 1

Road Surface 

Condition Desc Dry Road Surface Condition Desc Dry Road Surface Condition Desc Dry

Light 

Condition 1

Light 

Condition 1

Light 

Condition 1

Light 

Condition Desc Daylight Light Condition Desc Daylight Light Condition Desc Daylight

Traffic Control 

Device Code 99 Traffic Control Device Code 99 Traffic Control Device Code 99

Traffic Control 

Device Desc

Unknown or 

not definite

Traffic Control 

Device Desc

Unknown or 

not definite

Traffic Control 

Device Desc

Unknown or 

not definite

TCD 

Functioning 1

TCD 

Functioning 1

TCD 

Functioning 1

Investigating 

Agency 0

Investigating 

Agency 0

Investigating 

Agency 5

Investigating 

Agency Desc

Not 

Investigated 

by Police

Investigating 

Agency Desc

Not 

Investigated 

by Police

Investigating 

Agency Desc

On Scene - No 

report 

received

School Zone 

Indicator Null School Zone Indicator Null School Zone Indicator Null

Work Zone 

Indicator Null Work Zone Indicator Null Work Zone Indicator Null

Alcohol 

Involved Flag 0

Alcohol 

Involved Flag 0

Alcohol 

Involved Flag 0

Drug Involved 

Flag 0

Drug Involved 

Flag 0

Drug Involved 

Flag 0

Speed 

Involved Flag 0

Speed 

Involved Flag 0

Speed 

Involved Flag 0

Hit and Run 

Flag 0

Hit and Run 

Flag 0

Hit and Run 

Flag 0

Population 

Range Code Null Population Range Code Null Population Range Code Null

Population 

Range Desc Null Population Range Desc Null Population Range Desc Null
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Rd Control 

Code 6

Rd Control 

Code 6

Rd Control 

Code 6

Rd Control 

Desc

RURAL 

COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

ODOT Region 

ID 4

ODOT Region 

ID 4

ODOT Region 

ID 4

ODOT District 

ID 10 ODOT District ID 10 ODOT District ID 10

Total Vehicles 1 Total Vehicles 1 Total Vehicles 1

Total Deaths 0 Total Deaths 0 Total Deaths 0

Total Serious 

Injuries 0

Total Serious 

Injuries 0

Total Serious 

Injuries 0

Total Moderate 

Injuries 0

Total Moderate 

Injuries 0

Total Moderate 

Injuries 0

Total Minor 

Injuries 0

Total Minor 

Injuries 2

Total Minor 

Injuries 0

Total NonFatal Injuries 0Total NonFatal Injuries 2Total NonFatal Injuries 0

Total Uninjured Age 00-

04

0

Total Uninjured Age 00-

04

0

Total Uninjured Age 00-

04

0

Total Vehicle 

Occupants 1

Total Vehicle 

Occupants 2

Total Vehicle 

Occupants 1

Total Uninjured 

Persons

1

Total Uninjured 

Persons

0

Total Uninjured 

Persons

1

Total 

Pedestrians 0

Total 

Pedestrians 0

Total 

Pedestrians 0

Total 

Pedestrian 

Deaths

0

Total 

Pedestrian 

Deaths

0

Total 

Pedestrian 

Deaths

0

Total 

Pedestrian 

Injuries

0

Total 

Pedestrian 

Injuries

0

Total 

Pedestrian 

Injuries

0

Total Pedalcyclists 0

Total Pedalcyclists 0Total Pedalcyclists 0

Total Pedalcyclist Deaths 0Total Pedalcyclist Deaths 0Total Pedalcyclist Deaths 0

Total Pedalcyclist Injuries 0Total Pedalcyclist Injuries 0Total Pedalcyclist Injuries 0
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown 

Non-Motorist 

Injured

0

Total Persons 

Involved 1

Total Persons 

Involved 2

Total Persons 

Involved 1

Total Safety 

Equip Used 1

Total Safety 

Equip Used 2

Total Safety 

Equip Used 1

Total Safety 

Equip Un-used 0

Total Safety 

Equip Un-used 0

Total Safety 

Equip Un-used 0

Total Safety 

Equip 

Unknown if 

Used

0

Total Safety 

Equip 

Unknown if 

Used

0

Total Safety 

Equip 

Unknown if 

Used

0

Crash Month 9 Crash Month 6 Crash Month 7

Crash Day 13 Crash Day 25 Crash Day 4

Crash Year 2015 Crash Year 2015 Crash Year 2015

Day of Week 1 Day of Week 5 Day of Week 7

Crash Cause 1 

Code 12 Crash Cause 1 Code 25 Crash Cause 1 Code 32

Crash Cause 1 

Desc

Other (not 

improper 

driving)

Crash Cause 1 

Desc Tire Failure Crash Cause 1 Desc

Careless 

Driving (per 

PAR)

Crash Cause 2 

Code Null Crash Cause 2 Code Null Crash Cause 2 Code 27

Crash Cause 2 

Desc Null Crash Cause 2 Desc Null Crash Cause 2 Desc Inattention

Crash Cause 3 

Code Null Crash Cause 3 Code Null Crash Cause 3 Code Null

Crash Cause 3 

Desc Null Crash Cause 3 Desc Null Crash Cause 3 Desc Null

Crash Event 1 

Code 35 Crash Event 1 Code 79 Crash Event 1 Code Null
Crashes 2015 - 01617 Crashes 2015 - 00887 Crashes 2015 - 00958

Crash Event 1 

Desc

Deer or elk, 

wapiti

Crash Event 1 

Desc

Cut slope or 

ditch 

embankment

Crash Event 1 

Desc Null

Crash Event 2 

Code Null Crash Event 2 Code 62 Crash Event 2 Code Null

Crash Event 2 

Desc Null Crash Event 2 Desc

Tree, stump or 

shrubs

Crash Event 2 

Desc Null

Crash Event 3 

Code Null Crash Event 3 Code 29 Crash Event 3 Code Null

Crash Event 3 

Desc Null Crash Event 3 Desc Tire failure Crash Event 3 Desc Null

GIS Processing 

Date 12/5/2017 GIS Processing Date 12/5/2017 GIS Processing Date 12/5/2017

Effective Date 2015 Effective Date 2015 Effective Date 2015
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

CRASH ID 1537931 CRASH ID 1584554 CRASH ID 1619379

DMV Serial No 1421 DMV Serial No 702 DMV Serial No 954

CRASH Date 10/13/2013 CRASH Date 5/3/2014 CRASH Date 6/24/2015

CRASH Hour 11 CRASH Hour 16 CRASH Hour 20

CRASH Hour Desc 11:00 AM to 11:59 AM

CRASH Hour 

Desc

04:00 PM to 

04:59 PM

CRASH Hour Desc 08:00 PM to 08:59 PM

County Code 9 County Code 9 County Code 9

County Name Deschutes County Name Deschutes County Name Deschutes

City Code Null City Code Null City Code Null

City Name Null City Name Null City Name Null

Urban Area (FAUB) Null

Urban Area 

(FAUB) Null Urban Area (FAUB) Null

Urban Area Name 

(FAUB)

Urban Area 

Name (FAUB) Null Urban Area Name 

(FAUB) Null

Functional Class Code 7

Functional 

Class Code 7 Functional Class Code 7

Functional Class Desc RURAL MAJOR 

COLLECTOR

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

Functional Class Desc RURAL MAJOR 

COLLECTOR

NHS Flag 0 NHS Flag 0 NHS Flag 0

Route ID Null Route ID Null Route ID Null

Route Name Null Route Name Null Route Name Null

Route Type Null Route Type Null Route Type Null

Highway Num Null Highway Num Null Highway Num Null

Highway Name Null Highway Name Null Highway Name Null

Highway Suffix Null Highway Suffix Null Highway Suffix Null

Roadway Num Null Roadway Num Null Roadway Num Null

HWY Component Code Null

HWY 

Component 

Code

Null HWY Component Code Null

Highway Component 

Desc

Highway 

Component 

Desc

Null Highway Component 

Desc Null

Mileage Type Null Mileage Type Null Mileage Type Null

Mileage Type Desc Mileage Type 

Desc Null Mileage Type Desc Null

Connection No Null Connection No Null Connection No Null

Milepoint Null Milepoint Null Milepoint Null

LRS Null LRS Null LRS Null

Latitude Degree 43

Latitude 

Degree 43 Latitude Degree 43
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Latitude Minute 49

Latitude 

Minute 49 Latitude Minute 44

Latitude Second 36.369588

Latitude 

Second 28.68 Latitude Second 42.88

Longitude Degree -121

Longitude 

Degree -121 Longitude Degree -121

Longitude Minute 47

Longitude 

Minute 47 Longitude Minute 49

Longitude Second 33.658656

Longitude 

Second 42.36 Longitude Second 56.12

Latitude Decimal Deg 43.826769

Latitude 

Decimal Deg 43.824633 Latitude Decimal Deg 43.745244

Longitude Decimal Deg -121.792683

Longitude 

Decimal Deg -121.7951 Longitude Decimal Deg -121.832256

Segment Marker ID 11_8906

Segment 

Marker ID 11_10008295 Segment Marker ID 11_10000722

Segment LRS Measure 87183.94531

Segment LRS 

Measure 5525.71582 Segment LRS Measure 5709.870117

Unlocatable Flag 0

Unlocatable 

Flag 0 Unlocatable Flag 0

Special Jurisdiction ID Null

Special 

Jurisdiction ID 40 Special Jurisdiction ID Null

Special Jurisdiction Desc

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Special Jurisdiction Desc Null

Recreational Rd Name Null

Recreational 

Rd Name 4107 Recreational Rd Name Null

Intersecting Rec Rd 

Name Null

Intersecting 

Rec Rd Name NF40 Intersecting Rec Rd 

Name Null

Street No 4107 Street No Null Street No 4107

Street Name CASCADE LAKES HWY Street Name Null Street Name CASCADE LAKES HWY

Intersecting Street No NF4630

Intersecting 

Street No Null Intersecting Street No NF4285

Intersecting Street Name

Intersecting 

Street Name Null Intersecting Street Name Null

Intersection Sequence 

No 1

Intersection 

Sequence No Null Intersection Sequence 

No 1

Distance from 

Intersection 0

Distance from 

Intersection 19 Distance from 

Intersection 19

Direction from 

Intersection 9

Direction from 

Intersection 5

Direction from 

Intersection 5

Direction from 

Intersection Desc CN

Direction from 

Intersection 

Desc

S

Direction from 

Intersection Desc S

Posted Speed 0 Posted Speed Null Posted Speed 55
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Rd Character Code 1

Rd Character 

Code 3 Rd Character Code 7

Rd Character Desc Intersection

Rd Character 

Desc

Straight 

Roadway

Rd Character Desc Grade (vertical curve)

Off Roadway Flag 0 Off Roadway 

Flag 0 Off Roadway Flag 1

Intersection Type 3

Intersection 

Type Null Intersection Type Null

Intersection Type Desc 3-LEG

Intersection 

Type Desc Null Intersection Type Desc Null

Intersection Related Flag 0

Intersection 

Related Flag 0 Intersection Related Flag 0

Roundabout Flag 0

Roundabout 

Flag 0 Roundabout Flag 0

Driveway Related Flag 0 Driveway 

Related Flag 0 Driveway Related Flag 0

Number of Lanes Null

Number of 

Lanes 2 Number of Lanes 2

Number of Turning Legs 0

Number of 

Turning Legs Null Number of Turning Legs Null

Median Type Code Null Median Type 

Code 0 Median Type Code 0

Median Type Desc Median Type 

Desc No median Median Type Desc No median

Location of Impact 3

Location of 

Impact 3 Location of Impact 1

Crash Type Code D

Crash Type 

Code 7 Crash Type Code 8

Crash Type Desc From same direction - 

one turn, one straight

Crash Type 

Desc Animal Crash Type Desc Fixed Object

Collision Type Code 6

Collision Type 

Code & Collision Type Code 9

Collison Type Desc Turning movement

Collison Type 

Desc Miscellaneous Collison Type Desc Fixed Object or Other 

Object

Crash Severity Code 5

Crash Severity 

Code 4 Crash Severity Code 4

Crash Severity Desc Property Damage Only

Crash Severity 

Desc

Non-Fatal 

Injury

Crash Severity Desc Non-Fatal Injury

Weather Condition 2

Weather 

Condition 2 Weather Condition 1

Weather Desc Cloudy Weather Desc Cloudy Weather Desc Clear
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Road Surface Condition 1

Road Surface 

Condition 1 Road Surface Condition 1

Road Surface Condition 

Desc Dry

Road Surface 

Condition Desc Dry Road Surface Condition 

Desc Dry

Light Condition 1

Light 

Condition 1 Light Condition 1

Light Condition Desc Daylight

Light 

Condition Desc Daylight Light Condition Desc Daylight

Traffic Control Device 

Code 99

Traffic Control 

Device Code 0

Traffic Control Device 

Code 99

Traffic Control Device 

Desc Unknown or not definite

Traffic Control 

Device Desc No control Traffic Control Device 

Desc Unknown or not definite

TCD Functioning 1

TCD 

Functioning 1 TCD Functioning 1

Investigating Agency 2

Investigating 

Agency 2 Investigating Agency 2

Investigating Agency 

Desc

County Police - Report 

received

Investigating 

Agency Desc

County Police - 

Report 

received

Investigating Agency 

Desc

County Police - Report 

received

School Zone Indicator 0

School Zone 

Indicator 0 School Zone Indicator 0

Work Zone Indicator 0

Work Zone 

Indicator 0 Work Zone Indicator 0

Alcohol Involved Flag 0

Alcohol 

Involved Flag 0 Alcohol Involved Flag 0

Drug Involved Flag 0 Drug Involved 

Flag 0 Drug Involved Flag 0

Speed Involved Flag 0

Speed 

Involved Flag 0 Speed Involved Flag 0

Hit and Run Flag 0

Hit and Run 

Flag 0 Hit and Run Flag 0

Population Range Code Null

Population 

Range Code Null Population Range Code Null

Population Range Desc Null

Population 

Range Desc Null Population Range Desc Null
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Rd Control Code 6

Rd Control 

Code 6 Rd Control Code 6

Rd Control Desc RURAL COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

Rd Control Desc RURAL COUNTY ROAD

ODOT Region ID 4 ODOT Region 

ID 4 ODOT Region ID 4

ODOT District ID 10

ODOT District 

ID 10 ODOT District ID 10

Total Vehicles 2 Total Vehicles 1 Total Vehicles 1

Total Deaths 0 Total Deaths 0 Total Deaths 0

Total Serious Injuries 0

Total Serious 

Injuries 1 Total Serious Injuries 0

Total Moderate Injuries 0

Total Moderate 

Injuries 0 Total Moderate Injuries 1

Total Minor Injuries 0

Total Minor 

Injuries 0 Total Minor Injuries 0

Total Non-Fatal Injuries 0

Total NonFatal Injuries 1 Total Non-Fatal Injuries 1

Total Un-injured Age 00-

04 0

Total Uninjured Age 00-

04

0

Total Un-injured Age 00-

04 0

Total Vehicle Occupants 3

Total Vehicle 

Occupants 1 Total Vehicle Occupants 1

Total Un-injured Persons 3

Total Uninjured 

Persons

0 Total Un-injured Persons 0

Total Pedestrians 0

Total 

Pedestrians 0 Total Pedestrians 0

Total Pedestrian Deaths 0

Total 

Pedestrian 

Deaths

0 Total Pedestrian Deaths 0

Total Pedestrian Injuries 0

Total 

Pedestrian 

Injuries

0 Total Pedestrian Injuries 0

Total Pedal-cyclists 0

Total Pedalcyclists 0 Total Pedal-cyclists 0

Total Pedal-cyclist 

Deaths 0

Total Pedalcyclist Deaths 0

Total Pedal-cyclist 

Deaths 0

Total Pedal-cyclist 

Injuries 0

Total Pedalcyclist Injuries 0

Total Pedal-cyclist 

Injuries 0
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Total Unknown NonMotorists 0

Total Unknown 

Non-Motorists 0

Total Unknown NonMotorists 0

Total Unknown NonMotorist Deaths 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown NonMotorist Deaths 0

Total Unknown NonMotorist Injured 0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown NonMotorist Injured 0

Total Persons Involved 3

Total Persons 

Involved 1 Total Persons Involved 1

Total Safety Equip Used 3

Total Safety 

Equip Used 1 Total Safety Equip Used 1

Total Safety Equip Unused 0

Total Safety 

Equip Un-used 0

Total Safety Equip Unused 0

Total Safety Equip 

Unknown if Used 0

Total Safety 

Equip 

Unknown if 

Used

0

Total Safety Equip 

Unknown if Used 0

Crash Month 10 Crash Month 5 Crash Month 6

Crash Day 13 Crash Day 3 Crash Day 24

Crash Year 2013 Crash Year 2014 Crash Year 2015

Day of Week 1 Day of Week 7 Day of Week 4

Crash Cause 1 Code 6

Crash Cause 1 

Code 12 Crash Cause 1 Code 10

Crash Cause 1 Desc Improper overtaking

Crash Cause 1 

Desc

Other (not 

improper 

driving)

Crash Cause 1 Desc Other improper driving

Crash Cause 2 Code Null

Crash Cause 2 

Code Null Crash Cause 2 Code Null

Crash Cause 2 Desc

Crash Cause 2 

Desc Null Crash Cause 2 Desc Null

Crash Cause 3 Code Null

Crash Cause 3 

Code Null Crash Cause 3 Code Null

Crash Cause 3 Desc

Crash Cause 3 

Desc Null Crash Cause 3 Desc Null

Crash Event 1 Code Null

Crash Event 1 

Code 34 Crash Event 1 Code 79
Crashes 2013 - 01421 Crashes 2014 - 00702 Crashes 2015 - 00954

Crash Event 1 Desc

Crash Event 1 

Desc

Wild animal, 

game 

(includes 

birds; not deer 

or elk)

Crash Event 1 Desc Cut slope or ditch 

embankment

Crash Event 2 Code Null

Crash Event 2 

Code Null Crash Event 2 Code 35

Crash Event 2 Desc

Crash Event 2 

Desc Null Crash Event 2 Desc Deer or elk, wapiti

Crash Event 3 Code Null

Crash Event 3 

Code Null Crash Event 3 Code 10

Crash Event 3 Desc

Crash Event 3 

Desc Null Crash Event 3 Desc Overturned after first 

harmful event

GIS Processing Date 5/22/2017 GIS Processing 

Date 12/5/2017 GIS Processing Date 12/5/2017

Effective Date 2015 Effective Date 2015 Effective Date 2015
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

CRASH ID 1667058 CRASH ID 1640384 CRASH ID 1596218

DMV Serial No 915 DMV Serial No 1124 DMV Serial No 1560

CRASH Date 6/8/2016 CRASH Date 8/6/2015 CRASH Date 10/17/2014

CRASH Hour 12 CRASH Hour 10 CRASH Hour 12

CRASH Hour 

Desc

12:00 PM 

(Noon) to 

12:59

CRASH Hour Desc 10:00 AM to 10:59 AM

CRASH Hour 

Desc

12:00 PM 

(Noon) to 

12:59

County Code 9 County Code 9 County Code 9

County Name Deschutes County Name Deschutes County Name Deschutes

City Code Null City Code Null City Code Null

City Name Null City Name Null City Name Null

Urban Area 

(FAUB) Null Urban Area (FAUB) Null

Urban Area 

(FAUB) Null

Urban Area 

Name (FAUB) Null Urban Area Name 

(FAUB) Null

Urban Area 

Name (FAUB) Null

Functional 

Class Code 7 Functional Class Code 7

Functional 

Class Code 7

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

Functional Class Desc RURAL MAJOR 

COLLECTOR

Functional 

Class Desc

RURAL MAJOR 

COLLECTOR

NHS Flag 0 NHS Flag 0 NHS Flag 0

Route ID Null Route ID Null Route ID Null

Route Name Null Route Name Null Route Name Null

Route Type Null Route Type Null Route Type Null

Highway Num Null Highway Num Null Highway Num Null

Highway Name Null Highway Name Null Highway Name Null

Highway Suffix Null Highway Suffix Null Highway Suffix Null

Roadway Num Null Roadway Num Null Roadway Num Null

HWY 

Component 

Code

Null HWY Component Code Null

HWY 

Component 

Code

Null

Highway 

Component 

Desc

Null Highway Component 

Desc Null

Highway 

Component 

Desc

Null

Mileage Type Null Mileage Type Null Mileage Type Null

Mileage Type 

Desc Null Mileage Type Desc Null Mileage Type Desc Null

Connection No Null Connection No Null Connection No Null

Milepoint Null Milepoint Null Milepoint Null

LRS Null LRS Null LRS Null

Latitude 

Degree 43 Latitude Degree 43

Latitude 

Degree 43
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Latitude 

Minute 42 Latitude Minute 41

Latitude 

Minute 41

Latitude 

Second 2.44 Latitude Second 22.47

Latitude 

Second 11.95

Longitude 

Degree -121 Longitude Degree -121

Longitude 

Degree -121

Longitude 

Minute 49 Longitude Minute 49

Longitude 

Minute 49

Longitude 

Second 55.19 Longitude Second 49.18

Longitude 

Second 47.72

Latitude 

Decimal Deg 43.700678 Latitude Decimal Deg 43.689575

Latitude 

Decimal Deg 43.686653

Longitude 

Decimal Deg -121.831997 Longitude Decimal Deg -121.830328

Longitude 

Decimal Deg -121.829922

Segment 

Marker ID 11_10017135 Segment Marker ID 11_10017135

Segment 

Marker ID 11_10007894

Segment LRS 

Measure 5046.572266 Segment LRS Measure 975.751221

Segment LRS 

Measure 5079.17334

Unlocatable 

Flag 0 Unlocatable Flag 0

Unlocatable 

Flag 0

Special 

Jurisdiction ID 40 Special Jurisdiction ID 40

Special 

Jurisdiction ID 40

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Special Jurisdiction Desc Deschutes National 

Forest

Special 

Jurisdiction 

Desc

Deschutes 

National 

Forest

Recreational 

Rd Name 4107 Recreational Rd Name 4107

Recreational 

Rd Name NF4280

Intersecting 

Rec Rd Name FS42 Intersecting Rec Rd 

Name NF4280

Intersecting 

Rec Rd Name 4107

Street No Null Street No Null Street No Null

Street Name Null Street Name Null Street Name Null

Intersecting 

Street No Null Intersecting Street No Null

Intersecting 

Street No Null

Intersecting 

Street Name Null Intersecting Street Name Null

Intersecting 

Street Name Null

Intersection 

Sequence No Null Intersection Sequence 

No Null

Intersection 

Sequence No Null

Distance from 

Intersection 200 Distance from 

Intersection 18

Distance from 

Intersection 100

Direction from 

Intersection 5

Direction from 

Intersection 1 Direction from 

Intersection 5

Direction from 

Intersection 

Desc

S

Direction from 

Intersection Desc N

Direction from 

Intersection 

Desc

S

Posted Speed 55 Posted Speed Null Posted Speed Null
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Rd Character 

Code 3 Rd Character Code 3

Rd Character 

Code 3

Rd Character 

Desc

Straight 

Roadway

Rd Character Desc Straight Roadway

Rd Character 

Desc

Straight 

Roadway

Off Roadway 

Flag 1 Off Roadway Flag 0 Off Roadway Flag 1

Intersection 

Type Null Intersection Type Null

Intersection 

Type Null

Intersection 

Type Desc Null Intersection Type Desc Null

Intersection 

Type Desc Null

Intersection 

Related Flag 0 Intersection Related Flag 0

Intersection 

Related Flag 0

Roundabout 

Flag 0 Roundabout Flag 0

Roundabout 

Flag 0

Driveway 

Related Flag 0 Driveway Related Flag 0 Driveway Related Flag 0

Number of 

Lanes 2 Number of Lanes 2

Number of 

Lanes 2

Number of 

Turning Legs Null Number of Turning Legs Null

Number of 

Turning Legs Null

Median Type 

Code 0 Median Type Code 0 Median Type Code 0

Median Type 

Desc No median Median Type Desc No median Median Type Desc No median

Location of 

Impact 1 Location of Impact 3

Location of 

Impact 1

Crash Type 

Code 8 Crash Type Code 7

Crash Type 

Code 8

Crash Type 

Desc Fixed Object Crash Type Desc Animal

Crash Type 

Desc Fixed Object

Collision Type 

Code 9 Collision Type Code &

Collision Type 

Code 9

Collison Type 

Desc

Fixed Object 

or Other 

Object

Collison Type Desc Miscellaneous

Collison Type 

Desc

Fixed Object 

or Other 

Object

Crash Severity 

Code 4 Crash Severity Code 5

Crash Severity 

Code 4

Crash Severity 

Desc

Non-Fatal 

Injury

Crash Severity Desc Property Damage Only

Crash Severity 

Desc

Non-Fatal 

Injury

Injury Severity 

Desc

Nonincapacitating 

Injury

Weather Condition 1

Weather 

Condition 2

Weather 

Condition 1 Weather Desc Clear Weather Desc Cloudy
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Weather Desc Clear Road Surface Condition 1

Road Surface 

Condition 1

Road Surface 

Condition 1

Road Surface Condition 

Desc Dry

Road Surface 

Condition Desc Dry

Road Surface 

Condition Desc Dry Light Condition 1

Light 

Condition 1

Light 

Condition 1 Light Condition Desc Daylight

Light 

Condition Desc Daylight

Light 

Condition Desc Daylight Traffic Control Device 

Code 99

Traffic Control 

Device Code 0

Traffic Control 

Device Code 99 Traffic Control Device 

Desc Unknown or not definite

Traffic Control 

Device Desc No control

Traffic Control 

Device Desc

Unknown or 

not definite

TCD Functioning 1

TCD 

Functioning 1

TCD 

Functioning 1 Investigating Agency 0

Investigating 

Agency 2

Investigating 

Agency 2

Investigating Agency 

Desc

Not Investigated by 

Police

Investigating 

Agency Desc

County Police - 

Report 

received

Investigating 

Agency Desc

County Police - 

Report 

received

School Zone Indicator Null

School Zone 

Indicator 0

School Zone 

Indicator Null Work Zone Indicator Null

Work Zone 

Indicator 0

Work Zone 

Indicator Null Alcohol Involved Flag 0

Alcohol 

Involved Flag 0

Alcohol 

Involved Flag 0 Drug Involved Flag 0 Drug Involved Flag 0

Drug Involved 

Flag 0 Speed Involved Flag 0

Speed 

Involved Flag 0

Speed 

Involved Flag 0 Hit and Run Flag 0

Hit and Run 

Flag 0

Hit and Run 

Flag 0 Population Range Code Null

Population 

Range Code Null

Population 

Range Code Null Population Range Desc Null

Population 

Range Desc Null
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Population 

Range Desc Null Rd Control Code 6

Rd Control 

Code 6

Rd Control 

Code 6 Rd Control Desc RURAL COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

Rd Control 

Desc

RURAL 

COUNTY ROAD

ODOT Region ID 4 ODOT Region 

ID 4

ODOT Region 

ID 4 ODOT District ID 10

ODOT District 

ID 10

ODOT District 

ID 10 Total Vehicles 1 Total Vehicles 1

Total Vehicles 1 Total Deaths 0 Total Deaths 0

Total Deaths 0 Total Serious Injuries 0

Total Serious 

Injuries 0

Total Serious 

Injuries 0 Total Moderate Injuries 0

Total Moderate 

Injuries 1

Total Moderate 

Injuries 1 Total Minor Injuries 0

Total Minor 

Injuries 0

Total Minor 

Injuries 1 Total Non-Fatal Injuries 0

Total NonFatal Injuries 1

Total NonFatal Injuries 2

Total Un-injured Age 00-

04 0

Total Uninjured Age 00-

04

0

Total Uninjured Age 00-

04

0 Total Vehicle Occupants 2

Total Vehicle 

Occupants 1

Total Vehicle 

Occupants 2 Total Un-injured Persons 2

Total Uninjured 

Persons

0

Total Uninjured 

Persons

0 Total Pedestrians 0

Total 

Pedestrians 0

Total 

Pedestrians 0 Total Pedestrian Deaths 0

Total 

Pedestrian 

Deaths

0

Total 

Pedestrian 

Deaths

0 Total Pedestrian Injuries 0

Total 

Pedestrian 

Injuries

0

Total 

Pedestrian 

Injuries

0 Total Pedal-cyclists 0

Total Pedalcyclists 0

Total Pedalcyclists 0

Total Pedal-cyclist 

Deaths 0

Total Pedalcyclist Deaths 0

Total Pedalcyclist Deaths 0

Total Pedal-cyclist 

Injuries 0

Total Pedalcyclist Injuries 0
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Total Pedalcyclist Injuries 0

Total Unknown NonMotorists 0

Total Unknown 

Non-Motorists 0

Total Unknown 

Non-Motorists 0

Total Unknown NonMotorist Deaths 0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown 

Non-Motorist 

Deaths

0

Total Unknown NonMotorist Injured 0

Total Unknown 

Non-Motorist 

Injured

0

Total Unknown 

Non-Motorist 

Injured

0 Total Persons Involved 2

Total Persons 

Involved 1

Total Persons 

Involved 2 Total Safety Equip Used 2

Total Safety 

Equip Used 1

Total Safety 

Equip Used 2

Total Safety Equip Unused 0

Total Safety 

Equip Un-used 0

Total Safety 

Equip Un-used 0

Total Safety Equip 

Unknown if Used 0

Total Safety 

Equip 

Unknown if 

Used

0

Total Safety 

Equip 

Unknown if 

Used

0 Crash Month 8 Crash Month 10

Crash Month 6 Crash Day 6 Crash Day 17

Crash Day 8 Crash Year 2015 Crash Year 2014

Crash Year 2016 Day of Week 5 Day of Week 6

Day of Week 4 Crash Cause 1 Code 12

Crash Cause 1 

Code 16

Crash Cause 1 

Code 16 Crash Cause 1 Desc Other (not improper 

driving)

Crash Cause 1 

Desc

Driver 

drowsy/fatigue

d/sleepy

Crash Cause 1 

Desc

Driver 

drowsy/fatigue

d/sleepy

Crash Cause 2 Code Null

Crash Cause 2 

Code Null

Crash Cause 2 

Code Null Crash Cause 2 Desc Null

Crash Cause 2 

Desc Null

Crash Cause 2 

Desc Null Crash Cause 3 Code Null

Crash Cause 3 

Code Null

Crash Cause 3 

Code Null Crash Cause 3 Desc Null

Crash Cause 3 

Desc Null

Crash Cause 3 

Desc Null Crash Event 1 Code 35

Crash Event 1 

Code 79
Crashes 2016 - 00915 Crashes 2015 - 01124 Crashes 2014 - 01560

Crash Event 1 

Code 62 Crash Event 1 Desc Deer or elk, wapiti

Crash Event 1 

Desc

Cut slope or 

ditch 

embankment

Crash Event 1 

Desc

Tree, stump or 

shrubs

Crash Event 2 Code Null

Crash Event 2 

Code 10

Crash Event 2 

Code 22 Crash Event 2 Desc Null

Crash Event 2 

Desc

Overturned 

after first 

harmful event

Crash Event 2 

Desc

Trailer 

connection 

broke

Crash Event 3 Code Null

Crash Event 3 

Code Null

Crash Event 3 

Code 28 Crash Event 3 Desc Null

Crash Event 3 

Desc Null

Crash Event 3 

Desc

Lost load, load 

moved or 

shifted

GIS Processing Date 12/5/2017 GIS Processing 

Date 12/5/2017

GIS Processing 

Date 6/1/2018 Effective Date 2015 Effective Date 2015

Effective Date 2016
Crashes 2014 - 01273

CRASH ID 1585260

DMV Serial No 1273

CRASH Date 8/26/2014

CRASH Hour 11

CRASH Hour Desc 11:00 AM to 11:59 AM

County Code 9

County Name Deschutes

City Code Null

City Name Null

Urban Area (FAUB) Null

Urban Area Name 

(FAUB) Null

Functional Class Code 7

Functional Class Desc RURAL MAJOR 

COLLECTOR

NHS Flag 0

Route ID Null

Route Name Null

Route Type Null

Highway Num Null

Highway Name Null

Highway Suffix Null

Roadway Num Null

HWY Component Code Null

Highway Component 

Desc Null

Mileage Type Null

Mileage Type Desc Null

Connection No Null

Milepoint Null

LRS Null

Latitude Degree 43
Crashes 2014 - 01273

Latitude Minute 58

Latitude Second 53.04

Longitude Degree -121

Longitude Minute 48

Longitude Second 32.63

Latitude Decimal Deg 43.9814

Longitude Decimal Deg -121.809064

Segment Marker ID 11_1001709

Segment LRS Measure Null

Unlocatable Flag 0

Special Jurisdiction ID Null

Special Jurisdiction Desc Null

Recreational Rd Name Null

Intersecting Rec Rd 

Name Null

Street No 4107

Street Name CASCADE LAKES HWY

Intersecting Street No 9163

Intersecting Street Name ELK LAKE RD

Intersection Sequence 

No 1

Distance from 

Intersection 0

Direction from 

Intersection 9

Direction from 

Intersection Desc CN

Posted Speed Null
Crashes 2014 - 01273

Rd Character Code 1

Rd Character Desc Intersection

Off Roadway Flag 0

Intersection Type 3

Intersection Type Desc 3-LEG

Intersection Related Flag 0

Roundabout Flag 0

Driveway Related Flag 0

Number of Lanes Null

Number of Turning Legs 0

Median Type Code Null

Median Type Desc Null

Location of Impact 2

Crash Type Code D

Crash Type Desc From same direction - 

one turn, one straight

Collision Type Code 6

Collison Type Desc Turning movement

Crash Severity Code 4

Crash Severity Desc Non-Fatal Injury

Weather Condition 1

Weather Desc Clear
Crashes 2014 - 01273

Road Surface Condition 1

Road Surface Condition 

Desc Dry

Light Condition 1

Light Condition Desc Daylight

Traffic Control Device 

Code 0

Traffic Control Device 

Desc No control

TCD Functioning 1

Investigating Agency 2

Investigating Agency 

Desc

County Police - Report 

received

School Zone Indicator 0

Work Zone Indicator 0

Alcohol Involved Flag 0

Drug Involved Flag 0

Speed Involved Flag 0

Hit and Run Flag 0

Population Range Code Null

Population Range Desc Null
Crashes 2014 - 01273

Rd Control Code 6

Rd Control Desc RURAL COUNTY ROAD

ODOT Region ID 4

ODOT District ID 10

Total Vehicles 2

Total Deaths 0

Total Serious Injuries 0

Total Moderate Injuries 1

Total Minor Injuries 0

Total Non-Fatal Injuries 1

Total Un-injured Age 00-

04 0

Total Vehicle Occupants 4

Total Un-injured Persons 3

Total Pedestrians 0

Total Pedestrian Deaths 0

Total Pedestrian Injuries 0

Total Pedal-cyclists 0

Total Pedal-cyclist 

Deaths 0

Total Pedal-cyclist 

Injuries 0
Crashes 2014 - 01273

Total Unknown NonMotorists 0

Total Unknown NonMotorist Deaths 0

Total Unknown NonMotorist Injured 0

Total Persons Involved 4

Total Safety Equip Used 4

Total Safety Equip Unused 0

Total Safety Equip 

Unknown if Used 0

Crash Month 8

Crash Day 26

Crash Year 2014

Day of Week 3

Crash Cause 1 Code 6

Crash Cause 1 Desc Improper overtaking

Crash Cause 2 Code Null

Crash Cause 2 Desc Null

Crash Cause 3 Code Null

Crash Cause 3 Desc Null

Crash Event 1 Code Null
Crashes 2014 - 01273

Crash Event 1 Desc Null

Crash Event 2 Code Null

Crash Event 2 Desc Null

Crash Event 3 Code Null

Crash Event 3 Desc Null

GIS Processing Date 12/5/2017

Effective Date 2015
Appendix D: 3R Analysis 
This page intentionally left blank 
Appendix D – 3R Analysis 

List of Global Assumptions 

not in Appendix A

2018 Traffic - north end: 2,320 vpd

3% per year growth, based on average June ADT for 

high congestion area

2018 Traffic - Elk Lake 

south: 1,460 vpd

3% per year growth, based on average June ADT for 

Elk Lake through south

Curves meet superelevation

No major curve improvements 

(alignment)

10' fill in mountainous 

areas:

Accounts for possible walls, special cuts (or tall cuts), use of guardrail, 

etc.

Section 1: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 1.700

Traffic Volume (veh/day) 2320

Terrain Rolling

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:4H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 25

Typical Curve Radius (ft) 1100

Number of Curves on Section 2

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 1
% Section with Dashed Centerline 0

% Section with Solid-Dash Centerline 0

% Section with Double Solid Centerline 100

Section Length with Delineator Posts (mi) 0

Rural Two-lane Highway Defaults 

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling User Specified 4.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) Fatal User Specified 974400
Disabling Injury User Specified 974400

Evident Injury User Specified 81088

Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$58,127 5.512 11 1 Paved 1V:4H Yes Yes No NA $71,010 $12,882

$33,653 5.245 11 1 Paved 1V:4H No Yes No NA $41,581 $7,928

$26,969 6.443 11 1 Paved 1V:4H Yes No No NA $31,924 $4,955

-$36,052 0.834 11 1 Paved 1V:4H Yes Yes Yes NA $181,663 $217,714

-$53,463 0.749 11 1 Paved 1V:4H No Yes Yes NA $159,297 $212,760

-$57,829 0.724 11 1 Paved 1V:4H Yes No Yes NA $151,957 $209,787

-$77,137 0.623 11 1 Paved 1V:4H No No Yes NA $127,695 $204,832

-$181,612 0.338 11 2 Paved 1V:4H Yes Yes No NA $92,533 $274,145

-$194,624 0.340 11 1 Paved 1V:6H Yes Yes No NA $100,129 $294,753

-$204,712 0.240 11 2 Paved 1V:4H No Yes No NA $64,477 $269,190

-$210,946 0.208 11 2 Paved 1V:4H Yes No No NA $55,271 $266,217

-$217,239 0.250 11 1 Paved 1V:6H No Yes No NA $72,559 $289,798
-$220,486 0.330 11

3 Paved 1V:4H Yes Yes No NA $108,675 $329,161

-$223,313 0.221 111 Paved 1V:6H Yes No No NA $63,512 $286,825

-$236,425 0.095 112 Paved 1V:4H No No No NA $24,838 $261,262

-$242,556 0.252 113 Paved 1V:4H No Yes No NA $81,650 $324,206

-$247,809 0.327 112 Paved 1V:6H Yes Yes No NA $120,292 $368,101

-$248,266 0.119 111 Paved 1V:6H No No No NA $33,604 $281,870

-$248,451 0.227 113 Paved 1V:4H Yes No No NA $72,782 $321,233

-$259,360 0.325 114 Paved 1V:4H Yes Yes No NA $124,817 $384,177

-$269,137 0.259 112 Paved 1V:6H No Yes No NA $94,009 $363,147

-$272,812 0.137 113 Paved 1V:4H No No No NA $43,466 $316,278

-$274,789 0.237 112 Paved 1V:6H Yes No No NA $85,384 $360,174

-$280,400 0.261 114 Paved 1V:4HNo Yes No NA $98,822 $379,222

-$280,957 0.413 112 Paved 1V:4H Yes Yes Yes NA $198,020 $478,977

-$285,957 0.240 114 Paved 1V:4H Yes No No NA $90,292 $376,249

-$287,702 0.320 113 Paved 1V:6H Yes Yes No NA $135,415 $423,117

-$295,791 0.408 111 Paved 1V:6H Yes Yes Yes NA $203,793 $499,585

-$297,324 0.373 112 Paved 1V:4H No Yes Yes NA $176,698 $474,022

-$298,234 0.321 115 Paved 1V:4H Yes Yes No NA $140,959 $439,193

-$298,346 0.160 112 Paved 1V:6H No No No NA $56,873 $355,219

-$301,348 0.360 112 Paved 1V:4H Yes No Yes NA $169,701 $471,049

-$308,066 0.263 113 Paved 1V:6H No Yes No NA $110,097 $418,163

-$309,200 0.167 114 Paved 1V:4H No No No NA $62,094 $371,294

-$311,790 0.370 111 Paved 1V:6H No Yes Yes NA $182,840 $494,630

-$313,401 0.245 113 Paved 1V:6H Yes No No NA $101,789 $415,190

-$315,693 0.358 111 Paved 1V:6H Yes No Yes NA $175,964 $491,657

-$318,243 0.267 115 Paved 1V:4H No Yes No NA $115,995 $434,238

-$319,522 0.314 112 Paved 1V:4H No No Yes NA $146,572 $466,094

-$323,462 0.250 115 Paved 1V:4H Yes No No NA $107,803 $431,265

-$323,705 0.394 113 Paved 1V:4H Yes Yes Yes NA $210,288 $533,993

-$327,596 0.315 114 Paved 1V:6H Yes Yes No NA $150,538 $478,134

-$333,468 0.315 111 Paved 1V:6HNo No Yes NA $153,234 $486,702

-$335,910 0.181 113 Paved 1V:6H No No No NA $74,325 $410,235

-$337,108 0.318 116 Paved 1V:4H Yes Yes No NA $157,101 $494,209

-$339,289 0.359 113 Paved 1V:4H No Yes Yes NA $189,749 $529,038

-$343,056 0.348 113Paved 1V:4H Yes No Yes NA $183,009 $526,065

-$345,588 0.189 115 Paved 1V:4H No No No NA $80,723 $426,311

-$346,994 0.267 114 Paved 1V:6H No Yes No NA $126,185 $473,179

-$352,012 0.251 114 Paved 1V:6H Yes No No NA $118,194 $470,206

-$353,8160.382 112 Paved 1V:6H Yes Yes Yes NA $219,118 $572,933

-$356,087 0.272 116 Paved 1V:4H No Yes No NA $133,167 $489,254

-$360,381 0.308 113 Paved 1V:4H No No Yes NA $160,729 $521,110
-$360,968 0.258 11

6 Paved 1V:4H Yes No No NA $125,314 $486,281

-$366,453 0.378 114 Paved 1V:4H Yes Yes Yes NA $222,556 $589,009

-$367,489 0.311 115 Paved 1V:6H Yes Yes No NA $165,660 $533,150

-$368,836 0.351 112 Paved 1V:6H No Yes Yes NA $199,142 $567,979

-$372,418 0.341 112 Paved 1V:6H Yes No Yes NA$192,587 $565,006

-$373,475 0.197 114 Paved 1V:6H No No No NA $91,777 $465,251

-$378,134 0.312 117 Paved 1V:4H Yes Yes No NA $171,091 $549,225

-$381,254 0.347 114 Paved 1V:4H No Yes Yes NA $202,800 $584,054

-$381,976 0.206 116 Paved 1V:4H No No No NA $99,351 $481,327

-$384,764 0.338 114 Paved 1V:4H Yes No Yes NA $196,318 $581,081

-$385,922 0.269 115 Paved 1V:6H No Yes No NA $142,273 $528,195

-$389,132 0.305 112 Paved 1V:6H No No Yes NA $170,919 $560,051

-$390,624 0.256 115 Paved 1V:6H Yes No No NA $134,598 $525,222

-$396,220 0.272 117 Paved 1V:4H No Yes No NA $148,050 $544,270

-$397,339 0.367 113 Paved 1V:6H Yes Yes Yes NA $230,611 $627,949

-$400,808 0.260 117 Paved 1V:4H Yes No No NA $140,489 $541,297

-$401,239 0.304 114 Paved 1V:4H No No Yes NA $174,887 $576,126

-$407,383 0.307 116 Paved 1V:6H Yes Yes No NA $180,783 $588,166

-$409,201 0.365 115 Paved 1V:4H Yes Yes Yes NA $234,824 $644,025

-$411,039 0.210 115 Paved 1V:6H No No No NA $109,228 $520,267

-$411,626 0.339 113 Paved 1V:6H No Yes Yes NA $211,369 $622,995

-$414,967 0.331 113 Paved 1V:6H Yes No Yes NA $205,055 $620,022

-$419,160 0.306 118 Paved 1V:4H Yes Yes No NA $185,081 $604,241

-$420,847 0.215 117 Paved 1V:4H No No No NA $115,495 $536,343

-$423,219 0.338 115 Paved 1V:4H No Yes Yes NA $215,851 $639,070

-$424,850 0.272 116 Paved 1V:6H No Yes No NA $158,361 $583,211

-$426,472 0.330 115 Paved 1V:4H Yes No Yes NA $209,626 $636,097

-$429,235 0.260 116 Paved 1V:6H Yes No No NA $151,003 $580,238

-$430,885 0.299 113 Paved 1V:6H No No Yes NA $184,182 $615,067

-$436,353 0.272 118 Paved 1V:4H No Yes No NA $162,933 $599,286

-$440,648 0.261 118 Paved 1V:4H Yes No No NA $155,665 $596,314

-$440,862 0.354 114 Paved 1V:6H Yes Yes Yes NA $242,104 $682,966

-$442,098 0.300 115 Paved 1V:4H No No Yes NA $189,044 $631,142

-$448,603 0.220 116 Paved 1V:6H No No No NA $126,680 $575,283

-$449,293 0.301 117 Paved 1V:6H Yes Yes No NA $193,889 $643,182

-$451,949 0.353 116 Paved 1V:4H Yes Yes Yes NA $247,092 $699,041

-$454,415 0.330 114 Paved 1V:6H No Yes Yes NA $223,596 $678,011

-$457,515 0.322 114 Paved 1V:6H Yes No Yes NA $217,523 $675,038

-$459,719 0.223 118 Paved 1V:4H No No No NA $131,640 $591,359

-$465,184 0.330 116 Paved 1V:4H No Yes Yes NA $228,902 $694,086

-$465,923 0.270 117 Paved 1V:6H No Yes No NA $172,304 $638,227
-$468,180 0.323 11

6 Paved 1V:4H Yes No Yes NA $222,934 $691,113

-$470,034 0.260 117 Paved 1V:6H Yes No No NA$165,220 $635,254

-$472,638 0.295 114 Paved 1V:6H No No Yes NA $197,445 $670,083

-$482,957 0.296 116 Paved 1V:4H No No Yes NA $203,202 $686,159

-$484,385 0.344 115 Paved 1V:6H Yes Yes Yes NA $253,597 $737,982

-$488,495 0.225 117 Paved 1V:6H No No No NA $141,805 $630,300

-$491,202 0.296 118 Paved 1V:6H Yes Yes No NA $206,996 $698,198

-$496,333 0.342 117 Paved 1V:4H Yes Yes Yes NA $257,724 $754,057

-$497,204 0.322 115 Paved 1V:6H No Yes Yes NA $235,823 $733,027

-$500,064 0.315 115 Paved 1V:6H Yes No Yes NA $229,990 $730,054

-$506,997 0.269 118 Paved 1V:6H No Yes No NA $186,246 $693,243

-$508,889 0.321 117 Paved 1V:4H No Yes Yes NA $240,213 $749,102

-$510,833 0.260 118 Paved 1V:6H Yes No No NA $179,438 $690,270

-$511,662 0.314 117 Paved 1V:4H Yes No Yes NA $234,467 $746,129

-$514,390 0.291 115 Paved 1V:6H No No Yes NA $210,709 $725,099

-$525,703 0.291 117 Paved 1V:4H No No Yes NA $215,472 $741,175

-$527,907 0.334 116 Paved 1V:6H Yes Yes Yes NA $265,090$792,998

-$528,386 0.229 118 Paved 1V:6H No No No NA $156,930 $685,316

-$539,993 0.315 116 Paved 1V:6H No Yes Yes NA $248,049 $788,043

-$540,716 0.332 118 Paved 1V:4H Yes Yes Yes NA $268,357 $809,073

-$542,613 0.309 116 Paved 1V:6H Yes No Yes NA $242,458 $785,070

-$552,594 0.313 118 Paved 1V:4H No Yes Yes NA $251,524 $804,118

-$555,145 0.307 118 Paved 1V:4H Yes No Yes NA $246,001 $801,146

-$556,143 0.287 116 Paved 1V:6H No No Yes NA $223,972 $780,115

-$568,449 0.286 118 Paved 1V:4H No No Yes NA $227,742 $796,191

-$572,963 0.324 117 Paved 1V:6H Yes Yes Yes NA $275,051 $848,014

-$584,413 0.307 117 Paved 1V:6H No Yes Yes NA $258,646 $843,059

-$586,823 0.301 117 Paved 1V:6H Yes No Yes NA $253,263 $840,086

-$599,6640.282 117 Paved 1V:6H No No Yes NA $235,467 $835,131

-$618,018 0.316 118 Paved 1V:6H Yes Yes Yes NA $285,012 $903,030

-$628,833 0.300 118 Paved 1V:6H No Yes Yes NA $269,243 $898,075

-$631,034 0.295 118 Paved 1V:6H Yes No Yes NA $264,068 $895,102

-$643,186 0.277 118 Paved 1V:6H No No Yes NA $246,962 $890,148
Section 2: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 2.300

Traffic Volume (veh/day) 2320

Terrain Mountainous

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:3H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 50

Typical Curve Radius (ft) 1100

Number of Curves on Section 11

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 3

% Section with Dashed Centerline 0

% Section with Solid-Dash Centerline 0

% Section with Double Solid Centerline 100

Section Length with Delineator Posts (mi) 0

Section 2 

curves

1050

1350

950

900

900

900

900

780

1500

1500
1450

Average 1107.272727

Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling User Specified 4.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088
Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$99,201 6.692 11 1 Paved 1V:3H Yes Yes No NA $116,630 $17,429

$57,569 6.367 11 1 Paved 1V:3H No Yes No NA $68,295 $10,726

$45,730 7.822 11 1 Paved 1V:3H Yes No No NA $52,434 $6,703

$3,819 1.013 11 1 Paved 1V:3H Yes Yes Yes NA $298,373 $294,555

-$26,213 0.909 11 1 Paved 1V:3H No Yes Yes NA $261,638 $287,851

-$34,246 0.879 11 1 Paved 1V:3H Yes No Yes NA $249,583 $283,829

-$67,392 0.757 11 1 Paved 1V:3H No No Yes NA $209,734 $277,126

-$1,204,085 0.112 11 2 Paved 1V:3H Yes Yes No NA $151,981 $1,356,066

-$1,243,461 0.078 11 2 Paved 1V:3H No Yes No NA $105,901 $1,349,362

-$1,254,560 0.067 11 2 Paved 1V:3H Yes No No NA $90,781 $1,345,340

-$1,297,842 0.030 11 2 Paved 1V:3H No No No NA $40,795 $1,338,637

-$1,299,675 0.121 11 3 Paved 1V:3H Yes Yes No NA $178,494 $1,478,169

-$1,307,952 0.199 11 2 Paved 1V:3H Yes Yes Yes NA $325,239 $1,633,192

-$1,336,269 0.178 11 2 Paved 1V:3H No Yes Yes NA $290,219 $1,626,488
-$1,337,359 0.091 11

3 Paved 1V:3H No Yes No NA $134,106 $1,471,465

-$1,343,739 0.172 112 Paved 1V:3H Yes No Yes NA $278,727 $1,622,466

-$1,347,902 0.081 113 Paved 1V:3H Yes No No NA $119,541 $1,467,443

-$1,375,024 0.149 112 Paved 1V:3H No No Yes NA $240,738 $1,615,762

-$1,389,349 0.049 113 Paved 1V:3H No No No NA $71,391 $1,460,740

-$1,395,265 0.128 114 Paved 1V:3H Yes Yes No NA $205,006 $1,600,272

-$1,409,905 0.197 113 Paved 1V:3H Yes Yes Yes NA $345,389 $1,755,294

-$1,431,257 0.102 114 Paved 1V:3H No Yes No NA $162,312 $1,593,568

-$1,436,936 0.178 113 Paved 1V:3H No Yes Yes NA $311,655 $1,748,591

-$1,441,245 0.093 114 Paved 1V:3H Yes No No NA $148,301 $1,589,546

-$1,443,984 0.172 113 Paved 1V:3H Yes No Yes NA $300,585 $1,744,569

-$1,451,910 0.096 111 Paved 1V:4H Yes Yes No NA $154,494 $1,606,404

-$1,473,874 0.152 113 Paved 1V:3H No No Yes NA $263,991 $1,737,865

-$1,480,855 0.064 114 Paved 1V:3H No No No NA $101,987 $1,582,842

-$1,490,855 0.134 115 Paved 1V:3H Yes Yes No NA $231,519 $1,722,374

-$1,491,126 0.068 111 Paved 1V:4H No Yes No NA $108,574 $1,599,701

-$1,502,172 0.059 111 Paved 1V:4H Yes No No NA $93,506 $1,595,678

-$1,511,858 0.195 114 Paved 1V:3H Yes Yes Yes NA $365,539 $1,877,397

-$1,525,154 0.111 115 Paved 1V:3H No Yes No NA $190,517 $1,715,671

-$1,534,587 0.103 115 Paved 1V:3H Yes No No NA $177,062 $1,711,649

-$1,537,603 0.178 114 Paved 1V:3H No Yes Yes NA $333,091 $1,870,694

-$1,544,228 0.173 114 Paved 1V:3H Yes No Yes NA $322,443 $1,866,672

-$1,545,280 0.027 111 Paved 1V:4H No No No NA $43,695 $1,588,975

-$1,556,380 0.174 111Paved 1V:4H Yes Yes Yes NA $327,149 $1,883,530

-$1,565,233 0.107 112 Paved 1V:4H Yes Yes No NA $188,076 $1,753,310

-$1,572,362 0.078 115 Paved 1V:3H No No No NA $132,583 $1,704,945

-$1,572,724 0.154 114 Paved 1V:3H No No Yes NA $287,244 $1,859,968

-$1,584,575 0.156 111 Paved 1V:4H No Yes Yes NA $292,251 $1,876,826

-$1,586,445 0.140 116 Paved 1V:3H Yes Yes No NA $258,032 $1,844,477

-$1,592,005 0.150 111 Paved 1V:4H Yes No Yes NA $280,799 $1,872,804

-$1,602,305 0.083 112 Paved 1V:4H No Yes No NA $144,301 $1,746,606

-$1,612,648 0.075 112 Paved 1V:4H Yes No No NA $129,936 $1,742,584

-$1,613,811 0.193 115 Paved 1V:3H Yes Yes Yes NA $385,689 $1,999,500

-$1,619,052 0.119 116 Paved 1V:3H No Yes No NA $218,722 $1,837,774

-$1,623,159 0.130 111 Paved 1V:4H No No Yes NA $242,942 $1,866,101

-$1,627,929 0.112 116 Paved 1V:3H Yes No No NA $205,822 $1,833,752

-$1,638,270 0.178 115 Paved 1V:3H No Yes Yes NA $354,527 $1,992,796

-$1,644,473 0.173 115 Paved 1V:3H Yes No Yes NA $344,301 $1,988,774

-$1,653,431 0.047 112 Paved 1V:4H No No No NA $82,450 $1,735,881

-$1,662,149 0.114 113 Paved 1V:4H Yes Yes No NA $213,263 $1,875,412

-$1,663,869 0.089 116 Paved 1V:3H No No No NA $163,180 $1,827,048
-$1,671,573 0.157

115 Paved 1V:3H No No Yes NA $310,497 $1,982,071

-$1,677,763 0.174 112 Paved 1V:4H Yes Yes Yes NA $352,672 $2,030,435

-$1,685,570 0.143 117 Paved 1V:3H Yes Yes No NA $281,010 $1,966,580

-$1,697,613 0.092 113 Paved 1V:4H No Yes No NA $171,096 $1,868,709

-$1,704,329 0.158 112 Paved 1V:4H No Yes Yes NA $319,403 $2,023,732

-$1,707,428 0.084 113 Paved 1V:4H Yes No No NA $157,259 $1,864,687

-$1,711,224 0.153 112 Paved 1V:4H Yes No Yes NA $308,486 $2,019,710

-$1,715,764 0.191 116 Paved 1V:3H Yes Yes Yes NA $405,838 $2,121,603

-$1,716,710 0.124 117 Paved 1V:3H No Yes No NA $243,166 $1,959,876

-$1,725,106 0.118 117 Paved 1V:3H Yes No No NA $230,748 $1,955,854

-$1,738,937 0.178 116 Paved 1V:3H No Yes Yes NA $375,962 $2,114,899

-$1,740,610 0.135 112 Paved 1V:4H No No Yes NA $272,396 $2,013,006

-$1,744,718 0.173 116 Paved 1V:3H Yes No Yes NA $366,159 $2,110,877

-$1,746,467 0.060 113 Paved 1V:4H No No No NA $111,516 $1,857,983

-$1,759,065 0.119 114 Paved 1V:4H Yes Yes No NA $238,451 $1,997,515

-$1,759,455 0.097 117 Paved 1V:3H No No No NA $189,696 $1,949,151

-$1,770,423 0.159 116 Paved 1V:3H No No Yes NA $333,750 $2,104,174

-$1,780,724 0.173 113 Paved 1V:4H Yes Yes Yes NA $371,814 $2,152,538

-$1,784,695 0.146 118 Paved 1V:3H Yes Yes No NA $303,987 $2,088,683

-$1,792,921 0.099 114 Paved 1V:4H No Yes No NA $197,891 $1,990,812

-$1,802,209 0.093 114 Paved 1V:4H Yes No No NA $184,581 $1,986,790

-$1,806,068 0.158 113 Paved 1V:4H No Yes Yes NA $339,767 $2,145,835

-$1,812,562 0.154 113 Paved 1V:4H Yes No Yes NA $329,251 $2,141,812

-$1,814,369 0.129 118 Paved 1V:3H No Yes No NA $267,610 $2,081,979

-$1,820,404 0.189 117 Paved 1V:3H Yes Yes Yes NA $423,301 $2,243,706

-$1,822,284 0.123 118 Paved 1V:3H Yes No No NA $255,674 $2,077,957

-$1,839,504 0.071 114 Paved 1V:4H No No No NA $140,582 $1,980,086

-$1,840,623 0.138 113 Paved 1V:4H No No Yes NA $294,486 $2,135,109

-$1,842,462 0.176 117 Paved 1V:3H No Yes Yes NA $394,540 $2,237,002

-$1,847,878 0.172 117 Paved 1V:3H Yes No Yes NA $385,102 $2,232,980

-$1,855,041 0.104 118 Paved 1V:3H No No No NA $216,213 $2,071,254

-$1,855,980 0.124 115 Paved 1V:4H Yes Yes No NA $263,638 $2,119,618

-$1,872,373 0.159 117 Paved 1V:3H No No Yes NA $353,903 $2,226,276

-$1,883,684 0.172 114 Paved 1V:4H Yes Yes Yes NA $390,956 $2,274,641

-$1,888,229 0.106 115 Paved 1V:4H No Yes No NA $224,685 $2,112,915

-$1,896,989 0.100 115 Paved 1V:4H Yes No No NA $211,903 $2,108,892

-$1,907,807 0.159 114 Paved 1V:4H No Yes Yes NA $360,131 $2,267,937

-$1,913,900 0.155 114 Paved 1V:4H Yes No Yes NA $350,016 $2,263,915

-$1,925,044 0.186 118 Paved 1V:3H Yes Yes Yes NA $440,764 $2,365,808

-$1,932,540 0.081 115 Paved 1V:4H No No No NA $169,649 $2,102,189

-$1,940,635 0.140 114 Paved 1V:4H No No Yes NA $316,577 $2,257,212
-$1,945,987 0.175 11

8 Paved 1V:3H No Yes Yes NA $413,118 $2,359,105

-$1,951,037 0.172 118 Paved 1V:3H Yes No Yes NA $404,046 $2,355,083

-$1,952,896 0.129 116 Paved 1V:4H Yes Yes No NA $288,825 $2,241,721

-$1,974,323 0.159 118 Paved 1V:3H No No Yes NA $374,056 $2,348,379

-$1,983,537 0.113 116 Paved 1V:4H No Yes No NA $251,480 $2,235,017

-$1,986,645 0.171 115 Paved 1V:4H Yes Yes Yes NA $410,099 $2,396,744

-$1,991,770 0.107 116 Paved 1V:4H Yes No No NA $239,226 $2,230,995

-$2,009,545 0.159 115 Paved 1V:4H No Yes Yes NA $380,495 $2,390,040

-$2,015,238 0.155 115 Paved 1V:4H Yes No Yes NA $370,781 $2,386,018

-$2,025,577 0.089 116 Paved 1V:4H No No No NA $198,715 $2,224,292

-$2,040,648 0.142 115 Paved 1V:4H No No Yes NA $338,667 $2,379,315

-$2,053,170 0.131 117 Paved 1V:4H Yes Yes No NA $310,654 $2,363,824

-$2,082,418 0.117 117 Paved 1V:4H No Yes No NA $274,702 $2,357,120

-$2,089,606 0.170 116 Paved 1V:4H Yes Yes Yes NA $429,241 $2,518,846

-$2,090,193 0.112 117 Paved 1V:4H Yes No No NA $262,905 $2,353,098

-$2,111,284 0.160 116 Paved 1V:4H No Yes Yes NA $400,859 $2,512,143

-$2,116,575 0.156 116 Paved 1V:4H Yes No Yes NA $391,546 $2,508,121

-$2,122,489 0.095 117 Paved 1V:4H No No No NA $223,906 $2,346,395

-$2,140,660 0.144 116 Paved 1V:4H No No Yes NA $360,757 $2,501,417

-$2,153,444 0.134 118 Paved 1V:4H Yes Yes No NA $332,483 $2,485,926

-$2,181,298 0.120 118 Paved 1V:4H No Yes No NA $297,925 $2,479,223

-$2,188,616 0.116 118 Paved 1V:4H Yes No No NA $286,584 $2,475,201

-$2,195,118 0.169 117 Paved 1V:4H Yes Yes Yes NA $445,831 $2,640,949

-$2,200,962 0.083 111 Paved 1V:6H Yes Yes No NA $199,929 $2,400,891

-$2,215,738 0.159 117 Paved 1V:4H No Yes Yes NA $418,508 $2,634,246

-$2,219,401 0.101 118 Paved 1V:4H No No No NA $249,097 $2,468,497

-$2,220,682 0.156 117 Paved 1V:4H Yes No Yes NA $409,542 $2,630,224

-$2,237,278 0.066111 Paved 1V:6H No Yes No NA $156,910 $2,394,188

-$2,243,618 0.145 117 Paved 1V:4H No No Yes NA $379,903 $2,623,520

-$2,247,372 0.060 111 Paved 1V:6H Yes No No NA $142,794 $2,390,166

-$2,287,334 0.040 111 Paved 1V:6H No No No NA $96,128 $2,383,462

-$2,300,631 0.167 118 Paved 1V:4H Yes Yes Yes NA $462,421 $2,763,052

-$2,316,337 0.135 111 Paved 1V:6H Yes Yes Yes NA $361,680 $2,678,017

-$2,316,406 0.091 112 Paved 1V:6H Yes Yes No NA $231,391 $2,547,797

-$2,320,192 0.158 118 Paved 1V:4H No Yes Yes NA $436,157 $2,756,349

-$2,324,788 0.155 118 Paved 1V:4H Yes No Yes NA $427,538 $2,752,326

-$2,342,328 0.123 111 Paved 1V:6H No Yes Yes NA $328,986 $2,671,314

-$2,346,575 0.145 118 Paved 1V:4H No No Yes NA $399,048 $2,745,623

-$2,349,034 0.119 111 Paved 1V:6H Yes No Yes NA $318,257 $2,667,291

-$2,350,713 0.075 112 Paved 1V:6H No Yes No NA $190,380 $2,541,094

-$2,360,149 0.070 112 Paved 1V:6H Yes No No NA $176,923 $2,537,072
-$2,377,797 0.106 11

1 Paved 1V:6H No NoYes NA $282,791 $2,660,588

-$2,397,933 0.052 112 Paved 1V:6H No No No NA $132,436 $2,530,368

-$2,414,913 0.096 113 Paved 1V:6H Yes Yes No NA $254,987 $2,669,900

-$2,439,332 0.136 112 Paved 1V:6H Yes Yes Yes NA $385,591 $2,824,923

-$2,447,714 0.081 113 Paved 1V:6H No Yes No NA $215,483 $2,663,196

-$2,456,655 0.076 113 Paved 1V:6H Yes No No NA $202,520 $2,659,174

-$2,463,796 0.126 112 Paved 1V:6H No Yes Yes NA $354,423 $2,818,219

-$2,470,002 0.122 112 Paved 1V:6H Yes No Yes NA $344,195 $2,814,197

-$2,492,805 0.060 113 Paved 1V:6H No No No NA $159,666 $2,652,471

-$2,497,109 0.111 112 Paved 1V:6H No No Yes NA $310,385 $2,807,494

-$2,513,419 0.100 114 Paved 1V:6H Yes Yes No NA $278,584 $2,792,003

-$2,543,501 0.137 113 Paved 1V:6H Yes Yes Yes NA $403,524 $2,947,026

-$2,544,714 0.086 114 Paved 1V:6H No Yes No NA $240,585 $2,785,299

-$2,553,161 0.082 114 Paved 1V:6H Yes No No NA $228,116 $2,781,277

-$2,566,821 0.127 113 Paved 1V:6H No Yes Yes NA $373,501 $2,940,322

-$2,572,651 0.124 113 Paved 1V:6H Yes No Yes NA $363,649 $2,936,300

-$2,587,677 0.067 114 Paved 1V:6H No No No NA $186,897 $2,774,574

-$2,598,516 0.113 113 Paved 1V:6H No No Yes NA $331,080 $2,929,596

-$2,611,925 0.104 115 Paved 1V:6H Yes Yes No NA $302,180 $2,914,106

-$2,641,714 0.091 115 Paved 1V:6H No Yes No NA $265,688 $2,907,402

-$2,647,671 0.137 114 Paved 1V:6H Yes Yes Yes NA $421,458 $3,069,128

-$2,649,667 0.087 115 Paved 1V:6H Yes No No NA $253,713 $2,903,380

-$2,669,846 0.128 114 Paved 1V:6H No Yes Yes NA $392,579 $3,062,425

-$2,675,300 0.125 114 Paved 1V:6H Yes No Yes NA $383,102 $3,058,403

-$2,682,549 0.074 115 Paved 1V:6H No No No NA $214,127 $2,896,676

-$2,699,924 0.115 114 Paved 1V:6H No No Yes NA $351,775 $3,051,699

-$2,710,432 0.107 116 Paved 1V:6H Yes Yes No NA $325,776 $3,036,208

-$2,738,714 0.096 116 Paved 1V:6H No Yes No NA $290,790 $3,029,505

-$2,746,173 0.092 116 Paved 1V:6H Yes No No NA $279,310 $3,025,483

-$2,751,840 0.138115 Paved 1V:6H Yes Yes Yes NA $439,391 $3,191,231

-$2,772,871 0.129 115 Paved 1V:6H No Yes Yes NA $411,657 $3,184,528

-$2,777,421 0.080 116 Paved 1V:6H No No No NA $241,358 $3,018,779

-$2,777,950 0.127 115 Paved 1V:6H Yes No Yes NA $402,556 $3,180,506

-$2,801,331 0.117 115 Paved 1V:6H No No Yes NA $372,471 $3,173,802

-$2,812,085 0.110 117 Paved 1V:6H Yes Yes No NA $346,227 $3,158,311

-$2,839,062 0.099 117 Paved 1V:6H No Yes No NA $312,546 $3,151,608

-$2,846,092 0.096 117 Paved1V:6H Yes No No NA $301,494 $3,147,586

-$2,856,010 0.138 116 Paved 1V:6H Yes Yes Yes NA $457,324 $3,313,334

-$2,875,896 0.130 116 Paved 1V:6H No Yes Yes NA $430,735 $3,306,630

-$2,875,924 0.084 117 Paved 1V:6H No No No NA $264,958 $3,140,882

-$2,880,599 0.128 116 Paved 1V:6H Yes No Yes NA $422,010 $3,302,608
-$2,902,739 0.119 11 6 Paved 1V:6H No No Yes NA $393,166 $3,295,905

-$2,913,737 0.112 11 8 Paved 1V:6H Yes Yes No NA $366,677 $3,280,414

-$2,939,409 0.102 11 8 Paved 1V:6H No Yes No NA $334,301 $3,273,710

-$2,946,011 0.099 11 8 Paved 1V:6H Yes No No NA $323,678 $3,269,688

-$2,962,570 0.138 11 7 Paved 1V:6H Yes Yes Yes NA $472,866 $3,435,437

-$2,974,427 0.088 11 8 Paved 1V:6H No No No NA $288,558 $3,262,985

-$2,981,464 0.130 11 7 Paved 1V:6H No Yes Yes NA $447,269 $3,428,733

-$2,985,842 0.128 11 7 Paved 1V:6H Yes No Yes NA $438,869 $3,424,711

-$3,006,906 0.120 11 7 Paved 1V:6H No No Yes NA $411,102 $3,418,008

-$3,069,131 0.137 11 8 Paved 1V:6H Yes Yes Yes NA $488,408 $3,557,539

-$3,087,033 0.131 11 8 Paved 1V:6H No Yes Yes NA $463,803 $3,550,836

-$3,091,085 0.128 11 8 Paved 1V:6H Yes No Yes NA $455,729 $3,546,814

-$3,111,073 0.121 11 8 Paved 1V:6H No No Yes NA $429,038 $3,540,110

Section 3: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 0.700

Traffic Volume (veh/day) 2320

Terrain Level

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:6H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 0

Typical Curve Radius (ft) 1100

Number of Curves on Section 0

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 2

% Section with Dashed Centerline 80

% Section with Solid-Dash Centerline 10
% Section with Double Solid Centerline 10

Section Length with Delineator Posts (mi) 0

Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling User Specified 4.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088
Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$78,439 3.858 11 1 Paved 1V:6H Yes Yes Yes NA $105,884 $27,444

$67,443 3.655 11 1 Paved 1V:6H No Yes Yes NA $92,847 $25,404

$64,390 3.663 11 1 Paved 1V:6H Yes No Yes NA $88,570 $24,180

$52,288 3.362 11 1 Paved 1V:6H No No Yes NA $74,428 $22,140

$36,084 7.803 11 1 Paved 1V:6H Yes Yes No NA $41,389 $5,304

$20,971 7.424 11 1 Paved 1V:6H No Yes No NA $24,236 $3,264

$16,567 9.120 11 1 Paved 1V:6H Yes No No NA $18,607 $2,040

$16,060 1.162 11 2 Paved 1V:6H Yes Yes Yes NA $115,418 $99,357

$5,673 1.058 11 2 Paved 1V:6H No Yes Yes NA $102,990 $97,317

$4,184 1.035 11 3 Paved 1V:6H Yes Yes Yes NA $122,568 $118,384

$2,819 1.029 11 2 Paved 1V:6H Yes No Yes NA $98,912 $96,093

-$5,747 0.951 11 3 Paved 1V:6H No Yes Yes NA $110,597 $116,344

-$7,692 0.944 11 4 Paved 1V:6H Yes Yes Yes NA $129,719 $137,411

-$8,451 0.927 11 3 Paved 1V:6H Yes No Yes NA $106,669 $115,120
-$8,622 0.908 11

2 Paved 1V:6H No No Yes NA $85,431 $94,053

-$17,167 0.873 114 Paved 1V:6H No Yes Yes NA $118,204 $135,371

-$19,397 0.828 113 Paved 1V:6H No No Yes NA $93,683 $113,080

-$19,568 0.875 115 Paved 1V:6H Yes Yes Yes NA $136,869 $156,437

-$19,721 0.853 114 Paved 1V:6H Yes No Yes NA $114,425 $134,146

-$23,284 0.698 112 Paved 1V:6H Yes Yes No NA $53,933 $77,217

-$28,586 0.815 115 Paved 1V:6H No Yes Yes NA $125,811 $154,397

-$30,172 0.772 114 Paved 1V:6H No No Yes NA $101,934 $132,106

-$30,991 0.798 115 Paved 1V:6H Yes No Yes NA $122,182 $153,173

-$31,444 0.821 116 Paved 1V:6H Yes Yes Yes NA $144,020 $175,464

-$32,902 0.658 113 Paved 1V:6H Yes Yes No NA $63,342 $96,244

-$37,596 0.500 112 Paved 1V:6H No Yes No NA $37,581 $75,177

-$40,006 0.769 116 Paved 1V:6H No Yes Yes NA $133,418 $173,424

-$40,947 0.729 115 Paved 1V:6H No No Yes NA $110,186 $151,133

-$41,738 0.436 112 Paved 1V:6H Yes No No NA $32,215 $73,953

-$42,261 0.755 116 Paved 1V:6H Yes No Yes NA $129,939 $172,200

-$42,520 0.631 114 Paved 1V:6H Yes Yes No NA $72,751 $115,271

-$44,274 0.772 117 Paved 1V:6H Yes Yes Yes NA $150,217 $194,491

-$46,614 0.505 113 Paved 1V:6H No Yes No NA $47,590 $94,204

-$50,558 0.456 113 Paved 1V:6H Yes No No NA $42,422 $92,980

-$51,722 0.696 116 Paved 1V:6H No No Yes NA $118,438 $170,160

-$52,138 0.612 115 Paved 1V:6H Yes Yes No NA $82,159 $134,298

-$52,440 0.728 117 Paved 1V:6H No Yes Yes NA $140,010 $192,451

-$54,565 0.715 117 Paved 1V:6H Yes No Yes NA $136,661 $191,227

-$55,631 0.509 114 Paved 1V:6H No Yes No NA $57,599 $113,231

-$57,103 0.733 118 Paved 1V:6H Yes Yes Yes NA $156,414 $213,517

-$57,436 0.201 112 Paved 1V:6H No No No NA $14,477 $71,913

-$59,379 0.470 114 Paved 1V:6H Yes No No NA $52,628 $112,007

-$61,756 0.597 116 Paved 1V:6H Yes Yes No NA $91,568 $153,324

-$63,597 0.664 117 Paved 1V:6H No No Yes NA $125,590 $189,186

-$64,649 0.511 115 Paved 1V:6H No Yes No NA $67,609 $132,257

-$64,874 0.693 118 Paved 1V:6H No Yes Yes NA $146,603 $211,477

-$65,605 0.279 113 Paved 1V:6H No No No NA $25,335 $90,940

-$66,869 0.682 118 Paved 1V:6H Yes No Yes NA $143,384 $210,253

-$68,199 0.480 115 Paved 1V:6H Yes No No NA $62,834 $131,033

-$72,629 0.579 117 Paved 1V:6H Yes Yes No NA $99,722 $172,351

-$73,666 0.513 116 Paved 1V:6H No Yes No NA $77,618 $151,284

-$73,774 0.329 114 Paved 1V:6H No No No NA $36,192 $109,966

-$75,472 0.638 118 Paved 1V:6H No No Yes NA $132,741 $208,213

-$77,020 0.487 116 Paved 1V:6H Yes No No NA $73,040 $150,060

-$81,943 0.365 115 Paved 1V:6H No No No NA $47,050 $128,993
-$83,502 0.564 11

8 Paved 1V:6H Yes Yes No NA $107,876 $191,378

-$84,018 0.507 117 Paved 1V:6H No Yes No NA $86,292 $170,311

-$87,201 0.484 117 Paved 1V:6H Yes No No NA $81,886 $169,087

-$90,112 0.391 116 Paved 1V:6H No No No NA $57,908 $148,020

-$94,370 0.502 118 Paved 1V:6H No Yes No NA $94,967 $189,337

-$97,382 0.482 118 Paved 1V:6H Yes No No NA $90,731 $188,113

-$99,729 0.403 117 Paved 1V:6H No No No NA $67,317 $167,046

-$109,346 0.412 118 Paved 1V:6H No No No NA $76,727 $186,073
Section 4: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 1.800

Traffic Volume (veh/day) 2320

Terrain Mountainous

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:3H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Specific Curve Data

Number of Curves on Section 3

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 4

% Section with Dashed Centerline 0

% Section with Solid-Dash Centerline 0

% Section with Double Solid Centerline 100

Section Length with Delineator Posts (mi) 0

Curve

Curve Length 

(mi)

Transition Length 

(mi)

Radius 

(ft) Spiral

Superelevation 

(%)

1 0.25 0.02 540 Yes 8

2 0.31 0.02 1200 Yes 8

3 0.227 0.02 401 Yes 8

Rural Two-lane Highway Defaults 

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling Default 3.0

Mountainous User Specified 10.0
Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088

Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025
Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$91,349 7.697 11 1 Paved 1V:3H Yes Yes No No $104,989 $13,640

$53,084 7.324 11 1 Paved 1V:3H No Yes No No $61,478 $8,394

$41,954 8.997 11 1 Paved 1V:3H Yes No No No $47,200 $5,246

$38,070 1.165 11 1 Paved 1V:3H Yes Yes Yes No $268,591 $230,521

$10,248 1.045 11 1 Paved 1V:3H No Yes Yes No $235,522 $225,275

$2,544 1.011 11 1 Paved 1V:3H Yes No Yes No $224,671 $222,127

-$28,082 0.871 11 1 Paved 1V:3H No No Yes No $188,799 $216,881

-$924,458 0.129 11 2 Paved 1V:3H Yes Yes No No $136,811 $1,061,269

-$960,692 0.090 11 2 Paved 1V:3H No Yes No No $95,331 $1,056,023

-$971,156 0.078 11 2 Paved 1V:3H Yes No No No $81,719 $1,052,875

-$985,374 0.229 11 2 Paved 1V:3H Yes Yes Yes No $292,776 $1,278,150

-$996,151 0.139 11 3 Paved 1V:3H Yes Yes No No $160,677 $1,156,828

-$1,010,906 0.035 11 2 Paved 1V:3H No No No No $36,723 $1,047,629

-$1,011,653 0.205 11 2 Paved 1V:3H No Yes Yes No $261,251 $1,272,904

-$1,018,850 0.198 11 2 Paved 1V:3H Yes No Yes No $250,906 $1,269,756

-$1,030,861 0.105 11 3 Paved 1V:3H No Yes No No $120,721 $1,151,582

-$1,040,825 0.094 11 3 Paved 1V:3H Yes No No No $107,609 $1,148,434

-$1,047,801 0.171 11 2 Paved 1V:3H No No Yes No $216,709 $1,264,510

-$1,062,795 0.226 11 3 Paved 1V:3H Yes Yes Yes No $310,914 $1,373,709

-$1,067,843 0.147 11 4 Paved 1V:3H Yes Yes No No $184,544 $1,252,386

-$1,078,922 0.056 11 3 Paved 1V:3H No No No No $64,265 $1,143,188

-$1,087,915 0.205 11 3 Paved 1V:3H No Yes Yes No $280,547 $1,368,462
-$1,094,732 0.198 11

3 Paved 1V:3H Yes No Yes No $270,582 $1,365,315

-$1,101,030 0.117 114 Paved 1V:3H No Yes No No $146,110 $1,247,140

-$1,110,494 0.107 114 Paved 1V:3H Yes No No No $133,499 $1,243,992

-$1,118,113 0.111 111 Paved 1V:4H Yes Yes No No $139,073 $1,257,186

-$1,122,428 0.175 113 Paved 1V:3H No No Yes No $237,641 $1,360,068

-$1,139,535 0.155 115 Paved 1V:3H Yes Yes No No $208,410 $1,347,945

-$1,140,215 0.224 114 Paved 1V:3H Yes Yes Yes No $329,052 $1,469,267

-$1,146,939 0.074 114 Paved 1V:3H No No No No $91,807 $1,238,746

-$1,154,202 0.078 111 Paved 1V:4H No Yes No No $97,737 $1,251,940

-$1,164,178 0.205 114 Paved 1V:3H No Yes Yes No $299,843 $1,464,021

-$1,164,619 0.067 111 Paved 1V:4H Yes No No No $84,173 $1,248,792

-$1,170,615 0.199 114 Paved 1V:3H Yes No Yes No $290,258 $1,460,873

-$1,171,199 0.128 115 Paved 1V:3H No Yes No No $171,500 $1,342,699

-$1,179,572 0.200 111 Paved 1V:4H YesYes Yes No $294,495 $1,474,067

-$1,180,163 0.119 115 Paved 1V:3H Yes No No No $159,388 $1,339,551

-$1,197,054 0.178 114 Paved 1V:3H No No Yes No $258,573 $1,455,627

-$1,202,852 0.123 112 Paved 1V:4H Yes Yes No No $169,303 $1,372,155

-$1,204,212 0.032 111 Paved 1V:4H No No No No $39,333 $1,243,546

-$1,205,741 0.179 111 Paved 1V:4H No Yes Yes No $263,080 $1,468,820

-$1,211,227 0.161 116 Paved 1V:3H Yes Yes No No $232,276 $1,443,504

-$1,212,902 0.172 111 Paved 1V:4H Yes No Yes No $252,771 $1,465,673

-$1,214,955 0.089 115 Paved 1V:3H No No No No $119,350 $1,334,305

-$1,217,635 0.222 115 Paved 1V:3H Yes Yes Yes No $347,191 $1,564,826

-$1,237,012 0.095 112 Paved 1V:4H No Yes No No $129,897 $1,366,909

-$1,240,440 0.205 115 Paved 1V:3H No Yes Yes No $319,139 $1,559,580

-$1,241,368 0.137 116 Paved 1V:3H No Yes No No $196,890 $1,438,258

-$1,241,734 0.150 111 Paved 1V:4H No No Yes No $218,693 $1,460,426

-$1,246,498 0.199 115 Paved 1V:3H Yes No Yes No $309,935 $1,556,432

-$1,246,795 0.086 112 Paved 1V:4H Yes No No No $116,967 $1,363,761

-$1,249,832 0.129 116 Paved 1V:3H Yes No No No $185,278 $1,435,110

-$1,271,566 0.200 112 Paved 1V:4H Yes Yes Yes No $317,470 $1,589,036

-$1,271,681 0.180 115 Paved 1V:3H No No Yes No $279,505 $1,551,186

-$1,275,738 0.131 113 Paved 1V:4H Yes Yes No No $191,977 $1,467,714

-$1,282,972 0.103 116 Paved 1V:3H No No No No $146,892 $1,429,864

-$1,284,295 0.055 112 Paved 1V:4H No No No No $74,220 $1,358,515

-$1,286,102 0.164 117 Paved 1V:3H Yes Yes No No $252,961 $1,539,063

-$1,295,055 0.220 116 Paved 1V:3H Yes Yes Yes No $365,329 $1,660,385

-$1,296,269 0.182 112 Paved 1V:4H No Yes Yes No $287,521 $1,583,790

-$1,302,948 0.176 112 Paved 1V:4H Yes No Yes No $277,694 $1,580,642

-$1,308,450 0.105 113 Paved 1V:4H No Yes No No $154,018 $1,462,468

-$1,314,922 0.143 117 Paved 1V:3H No Yes No No $218,894 $1,533,816
-$1,316,703 0.204 11

6 Paved 1V:3H No Yes Yes No $338,436 $1,655,139

-$1,317,758 0.097 113 Paved 1V:4H Yes No No No $141,562 $1,459,320

-$1,322,380 0.200 116 Paved 1V:3H Yes No Yes No $329,611 $1,651,991

-$1,322,953 0.136 117 Paved 1V:3H Yes No No No $207,716 $1,530,669

-$1,330,190 0.156 112 Paved 1V:4H No No Yes No $245,207$1,575,396

-$1,346,308 0.182 116 Paved 1V:3H No No Yes No $300,437 $1,646,745

-$1,348,623 0.137 114 Paved 1V:4H Yes Yes No No $214,650 $1,563,273

-$1,349,893 0.199 113 Paved 1V:4H Yes Yes Yes No $334,702 $1,684,595

-$1,353,689 0.069 113 Paved 1V:4H No No No No $100,385 $1,454,074

-$1,354,661 0.112 117 Paved 1V:3H No No No No $170,762 $1,525,422

-$1,360,977 0.167 118 Paved 1V:3H Yes Yes No No $273,645 $1,634,621

-$1,373,496 0.182 113 Paved 1V:4H No Yes Yes No $305,853 $1,679,349

-$1,374,894 0.217 117 Paved 1V:3H Yes Yes Yes No $381,049 $1,755,943

-$1,379,815 0.177 113 Paved 1V:4H Yes No Yes No $296,386 $1,676,201

-$1,379,889 0.114 114 Paved 1V:4H No Yes No No $178,138 $1,558,027

-$1,388,476 0.148 118 Paved 1V:3H NoYes No No $240,899 $1,629,375

-$1,388,722 0.107 114 Paved 1V:4H Yes No No No $166,157 $1,554,879

-$1,395,538 0.203 117 Paved 1V:3H No Yes Yes No $355,159 $1,750,697

-$1,396,074 0.142 118 Paved 1V:3H Yes No No No $230,153 $1,626,227

-$1,400,886 0.198 117 Paved 1V:3H Yes No Yes No $346,663 $1,747,550

-$1,405,863 0.159 113 Paved 1V:4H No No Yes No $265,092 $1,670,955

-$1,421,509 0.143 115 Paved 1V:4H Yes Yes No No $237,323 $1,658,832

-$1,423,083 0.082 114 Paved 1V:4H No No No No $126,550 $1,549,633

-$1,423,725 0.183 117 Paved 1V:3H No No Yes No $318,578 $1,742,303

-$1,426,350 0.120 118 Paved 1V:3H No No No No $194,632 $1,620,981

-$1,428,221 0.198 114 Paved 1V:4H Yes Yes Yes No $351,933 $1,780,154

-$1,450,723 0.183 114 Paved 1V:4H No Yes Yes No $324,184 $1,774,908

-$1,451,327 0.122 115 Paved 1V:4H No Yes No No $202,258 $1,653,585

-$1,454,733 0.214 118 Paved 1V:3H Yes Yes Yes No $396,769 $1,851,502

-$1,456,681 0.178 114 Paved 1V:4H Yes No Yes No $315,079 $1,771,760

-$1,459,685 0.116 115 Paved 1V:4H Yes No No No $190,752 $1,650,438

-$1,474,373 0.201 118 Paved 1V:3H No Yes Yes No $371,882 $1,846,256

-$1,479,392 0.197 118 Paved 1V:3H Yes No Yes No $363,716 $1,843,108

-$1,481,536 0.161 114 Paved 1V:4H No No Yes No $284,977 $1,766,514

-$1,492,476 0.093 115 Paved 1V:4H No No No No $152,715 $1,645,191

-$1,494,395 0.148 116 Paved 1V:4H Yes Yes No No $259,996 $1,754,390

-$1,501,143 0.183 118 Paved 1V:3H No No Yes No $336,719 $1,837,862

-$1,506,548 0.197 115 Paved 1V:4H Yes Yes Yes No $369,165 $1,875,712

-$1,522,765 0.129 116 Paved 1V:4H No Yes No No $226,379 $1,749,144

-$1,527,951 0.183 115 Paved 1V:4H No Yes Yes No $342,516 $1,870,466

-$1,530,649 0.123 116 Paved 1V:4H Yes No No No $215,347 $1,745,996
-$1,533,548 0.179 11

5 Paved 1V:4H Yes No Yes No $333,771 $1,867,318

-$1,557,209 0.164 115 Paved 1V:4H No No Yes No $304,863 $1,862,072

-$1,561,870 0.103 116 Paved 1V:4H No No No No $178,880 $1,740,750

-$1,570,303 0.151 117 Paved 1V:4H Yes Yes No No $279,646 $1,849,949

-$1,584,875 0.196 116 Paved 1V:4H Yes Yes Yes No $386,396 $1,971,271

-$1,597,420 0.134 117 Paved 1V:4H No Yes No No $247,283 $1,844,703

-$1,604,892 0.129 117 Paved 1V:4H Yes No No No $236,663 $1,841,555

-$1,605,178 0.184 116 Paved 1V:4H No Yes Yes No $360,847 $1,966,025

-$1,610,414 0.180 116 Paved 1V:4H Yes No Yes No $352,463 $1,962,877

-$1,632,883 0.166 116 Paved 1V:4H No No Yes No $324,748 $1,957,631

-$1,634,752 0.110 117 Paved 1V:4H No No No No $201,557 $1,836,309

-$1,646,212 0.154 118 Paved 1V:4H Yes Yes No No $299,296 $1,945,508

-$1,665,500 0.194 117 Paved 1V:4H Yes Yes Yes No $401,330 $2,066,830

-$1,672,074 0.138 118 Paved 1V:4H No Yes No No $268,187 $1,940,261

-$1,679,135 0.133 118 Paved 1V:4H Yes No No No $257,979 $1,937,114

-$1,684,849 0.183 117 Paved 1V:4H No Yes Yes No $376,734 $2,061,584

-$1,689,773 0.179 117 Paved 1V:4H Yes No Yes No $368,663 $2,058,436

-$1,698,985 0.096 111 Paved 1V:6H Yes Yes No No $179,973 $1,878,959

-$1,707,634 0.116 118 Paved 1V:4H No No No No $224,233 $1,931,868

-$1,711,207 0.167 117 Paved 1V:4H No No Yes No $341,982 $2,053,190

-$1,732,464 0.075 111 Paved 1V:6H No Yes No No $141,248 $1,873,712

-$1,742,024 0.069 111 Paved 1V:6H Yes No No No $128,541 $1,870,565

-$1,746,124 0.193 118 Paved 1V:4H Yes Yes Yes No $416,264 $2,162,389

-$1,764,521 0.182 118 Paved 1V:4H No Yes Yes No $392,622 $2,157,142

-$1,769,131 0.179 118 Paved 1V:4H Yes No Yes No $384,863 $2,153,995

-$1,770,260 0.155 111 Paved 1V:6H Yes Yes Yes No $325,579 $2,095,839

-$1,778,785 0.046 111 Paved 1V:6H No No No No $86,533 $1,865,318

-$1,785,634 0.104 112 Paved 1V:6H Yes Yes No No $208,295 $1,993,928

-$1,789,532 0.167118 Paved 1V:4H No No Yes No $359,217 $2,148,748

-$1,794,445 0.142 111 Paved 1V:6H No Yes Yes No $296,148 $2,090,593

-$1,800,955 0.137 111 Paved 1V:6H Yes No Yes No $286,490 $2,087,445

-$1,817,305 0.086 112 Paved 1V:6H No Yes No No $171,377 $1,988,682

-$1,826,271 0.080 112 Paved 1V:6H Yes No No No $159,263 $1,985,534

-$1,827,635 0.122 111 Paved 1V:6H No No Yes No $254,564 $2,082,199

-$1,859,951 0.110 113 Paved 1V:6H Yes Yes No No $229,536 $2,089,487

-$1,861,072 0.060 112 Paved 1V:6H No No No No $119,216 $1,980,288

-$1,863,706 0.157 112 Paved 1V:6H Yes Yes Yes No $347,103 $2,210,809

-$1,886,517 0.145 112 Paved 1V:6H No Yes Yes No $319,046 $2,205,563

-$1,890,266 0.093 113 Paved 1V:6H No Yes No No $193,974 $2,084,241

-$1,892,576 0.141 112 Paved 1V:6H Yes No Yes No $309,839 $2,202,415

-$1,898,788 0.088 113 Paved 1V:6H Yes No No No $182,305 $2,081,093
-$1,917,765 0.127 11

2 Paved 1V:6H No No Yes No $279,404 $2,197,169

-$1,932,118 0.069 113 Paved 1V:6H No No No No $143,729 $2,075,847

-$1,934,269 0.115 114 Paved 1V:6H Yes Yes No No $250,777 $2,185,046

-$1,943,121 0.157 113 Paved 1V:6H Yes Yes Yes No $363,247 $2,306,368

-$1,963,228 0.099 114 Paved 1V:6H No Yes No No $216,571 $2,179,799

-$1,964,9020.146 113 Paved 1V:6H No Yes Yes No $336,220 $2,301,122

-$1,970,623 0.142 113 Paved 1V:6H Yes No Yes No $327,351 $2,297,974

-$1,971,305 0.094 114 Paved 1V:6H Yes No No No $205,347 $2,176,652

-$1,994,694 0.130 113 Paved 1V:6H No No Yes No $298,033 $2,292,728

-$2,003,164 0.077 114 Paved 1V:6H No No No No $168,242 $2,171,405

-$2,008,586 0.119 115 Paved 1V:6H Yes Yes No No $272,018 $2,280,604

-$2,022,537 0.158 114 Paved 1V:6H Yes Yes Yes No $379,390 $2,401,927

-$2,036,190 0.105 115Paved 1V:6H No Yes No No $239,168 $2,275,358

-$2,043,287 0.147 114 Paved 1V:6H No Yes Yes No $353,394 $2,396,680

-$2,043,822 0.101 115 Paved 1V:6H Yes No No No $228,389 $2,272,210

-$2,048,670 0.144 114 Paved 1V:6H Yes No Yes No $344,863 $2,393,533

-$2,071,623 0.133 114 Paved 1V:6H No No Yes No $316,663 $2,388,286

-$2,074,210 0.085 115 Paved 1V:6H No No No No $192,754 $2,266,964

-$2,082,904 0.123 116 Paved 1V:6H Yes Yes No No $293,259 $2,376,163

-$2,101,952 0.158 115 Paved 1V:6H Yes Yes Yes No $395,533 $2,497,485

-$2,109,152 0.110 116 Paved 1V:6H No Yes No No $261,765 $2,370,917

-$2,116,339 0.106 116 Paved 1V:6H Yes No No No $251,430 $2,367,769

-$2,121,672 0.149 115 Paved 1V:6H No Yes Yes No $370,567 $2,492,239

-$2,126,717 0.146 115 Paved 1V:6H Yes No Yes No $362,375 $2,489,091

-$2,145,256 0.092 116 Paved 1V:6H No No No No $217,267 $2,362,523

-$2,148,553 0.135 115 Paved 1V:6H No No Yes No $335,292 $2,483,845

-$2,160,054 0.126 117 Paved 1V:6H Yes Yes No No $311,668 $2,471,722

-$2,181,368 0.159 116 Paved 1V:6H Yes Yes Yes No $411,676 $2,593,044

-$2,185,127 0.114 117 Paved 1V:6H No Yes No No $281,349 $2,466,476

-$2,191,928 0.110 117 Paved 1V:6H Yes No No No $271,400 $2,463,328

-$2,200,057 0.150 116 Paved 1V:6H No Yes Yes No $387,741 $2,587,798

-$2,204,763 0.147 116 Paved 1V:6H Yes No Yes No $379,887 $2,584,650

-$2,219,571 0.097 117 Paved 1V:6H No No No No $238,511 $2,458,082

-$2,225,482 0.137 116 Paved 1V:6H No No Yes No $353,922 $2,579,404

-$2,237,204 0.129 118 Paved 1V:6H Yes Yes No No $330,077 $2,567,280

-$2,261,101 0.117 118 Paved 1V:6H No Yes No No $300,933 $2,562,034

-$2,262,936 0.158 117 Paved 1V:6H Yes Yes Yes No $425,667 $2,688,603

-$2,267,517 0.114 118 Paved 1V:6H Yes No No No $291,370 $2,558,887

-$2,280,732 0.150 117 Paved 1V:6H No Yes Yes No $402,625 $2,683,356

-$2,285,145 0.147 117 Paved 1V:6H Yes No Yes No $395,063 $2,680,209

-$2,293,885 0.102 118 Paved 1V:6H No No No No $259,755 $2,553,640
-$2,304,895 0.138 11

7 Paved 1V:6H No No Yes No $370,068 $2,674,962

-$2,344,504 0.158 118 Paved 1V:6H Yes Yes Yes No $439,658 $2,784,161

-$2,361,407 0.150 118 Paved 1V:6H No Yes Yes No $417,508 $2,778,915

-$2,365,527 0.148 118 Paved 1V:6H YesNo Yes No $410,240 $2,775,767

-$2,384,308 0.139 118 Paved 1V:6H No No Yes No $386,213 $2,770,521
Section 5: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 3.800

Traffic Volume (veh/day) 2320

Terrain Rolling

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:6H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 5

Typical Curve Radius (ft) 4000

Number of Curves on Section 3

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 1

% Section with Dashed Centerline 60

% Section with Solid-Dash Centerline 20

% Section with Double Solid Centerline 20

Section Length with Delineator Posts (mi) 0

Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling Default 3.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0
Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088

Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037
Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$153,221 1.723 11 1 Paved 1V:6H Yes Yes Yes NA $365,161 $211,940

$119,338 1.594 11 1 Paved 1V:6H No Yes Yes NA $320,203 $200,864

$113,941 4.957 11 1 Paved 1V:6H Yes Yes No NA $142,737 $28,796

$111,231 1.573 11 1 Paved 1V:6H Yes No Yes NA $305,450 $194,219

$73,537 1.402 11 1 Paved 1V:6H No No Yes NA $256,681 $183,144

$65,861 4.717 11 1 Paved 1V:6H No Yes No NA $83,582 $17,721

$53,095 5.794 11 1 Paved 1V:6H Yes No No NA $64,170 $11,075

-$319,139 0.555 11 2 Paved 1V:6H Yes Yes Yes NA $398,040 $717,180

-$348,036 0.348 11 2 Paved 1V:6H Yes Yes No NA $186,000 $534,036

-$350,923 0.503 11 2 Paved 1V:6H No Yes Yes NA $355,181 $706,104

-$358,342 0.488 11 2 Paved 1V:6H Yes No Yes NA $341,117 $699,459

-$393,354 0.248 11 2 Paved 1V:6H No Yes No NA $129,606 $522,961

-$393,759 0.428 11 2 Paved 1V:6H No No Yes NA $294,625 $688,384

-$404,330 0.511 11 3 Paved 1V:6H Yes Yes Yes NA $422,700 $827,031

-$405,214 0.215 11 2 Paved 1V:6H Yes No No NA $111,101 $516,315

-$425,439 0.339 11 3 Paved 1V:6H Yes Yes No NA $218,447 $643,887

-$434,540 0.467 11 3 Paved 1V:6H No Yes Yes NA $381,415 $815,955

-$441,442 0.455 11 3 Paved 1V:6H Yes No Yes NA $367,868 $809,310

-$455,314 0.099 11 2 Paved 1V:6H No No No NA $49,926 $505,240

-$468,687 0.259 11 3 Paved 1V:6H No Yes No NA $164,125 $632,811

-$475,152 0.405 11 3 Paved 1V:6H No No Yes NA $323,083 $798,235

-$479,867 0.234 11 3 Paved 1V:6H Yes No No NA $146,299 $626,166

-$489,521 0.477 11 4 Paved 1V:6H Yes Yes Yes NA $447,360 $936,881

-$502,843 0.333 11 4 Paved 1V:6H Yes Yes No NA $250,895 $753,738

-$518,157 0.440 11 4 Paved 1V:6H No Yes Yes NA $407,649 $925,806

-$524,543 0.429 11 4 Paved 1V:6H Yes No Yes NA $394,618 $919,161

-$527,720 0.142 11 3 Paved 1V:6H No No No NA $87,371 $615,091

-$544,019 0.267 11 4 Paved 1V:6H No Yes No NA $198,643 $742,662
-$554,520 0.247 11

4 Paved 1V:6H Yes No No NA $181,497 $736,017

-$556,545 0.387 114 Paved 1V:6H No No Yes NA $351,541 $908,086

-$574,712 0.451 115 Paved 1V:6H Yes Yes Yes NA $472,020 $1,046,732

-$580,246 0.328 115 Paved 1V:6H Yes Yes No NA $283,342 $863,588

-$600,126 0.172 114 Paved 1V:6H No No No NA $124,816 $724,942

-$601,774 0.419 115 Paved 1V:6H No Yes Yes NA $433,883 $1,035,657

-$607,643 0.409 115 Paved 1V:6H Yes No Yes NA $421,369 $1,029,012

-$619,352 0.273 115 Paved 1V:6H No Yes No NA $233,162 $852,513

-$629,173 0.256 115 Paved 1V:6H Yes No No NA $216,695 $845,868

-$637,938 0.373 115 Paved 1V:6H No No Yes NA $379,999 $1,017,936

-$657,650 0.324 116 Paved 1V:6H Yes Yes No NA $315,789 $973,439

-$659,903 0.429 116 Paved 1V:6H Yes Yes Yes NA $496,680 $1,156,583

-$672,532 0.194 115 Paved 1V:6H No No No NA $162,261 $834,793

-$685,391 0.402 116 Paved 1V:6H No Yes Yes NA $460,117 $1,145,508

-$690,743 0.393 116 Paved 1V:6H Yes No Yes NA $448,119 $1,138,863

-$694,684 0.278 116 Paved 1V:6H No Yes No NA $267,680 $962,364

-$703,826 0.264 116 Paved 1V:6H Yes No No NA $251,893 $955,719

-$719,331 0.362 116 Paved 1V:6H No No Yes NA $408,457 $1,127,787

-$739,380 0.317 117 Paved 1V:6H Yes Yes No NA $343,910 $1,083,290

-$744,938 0.211 116 Paved 1V:6H No No No NA$199,705 $944,643

-$748,382 0.409 117 Paved 1V:6H Yes Yes Yes NA $518,052 $1,266,434

-$772,505 0.385 117 Paved 1V:6H No Yes Yes NA $482,853 $1,255,359

-$774,619 0.278 117 Paved 1V:6H No Yes No NA $297,596 $1,072,215

-$777,410 0.377 117 Paved 1V:6H Yes No Yes NA $471,303 $1,248,713

-$783,171 0.265 117 Paved 1V:6H Yes No No NA $282,398 $1,065,570

-$804,518 0.350 117 Paved 1V:6H No No Yes NA $433,120 $1,237,638

-$821,110 0.312 118 Paved 1V:6H Yes Yes No NA $372,031 $1,193,141

-$822,337 0.220 117 Paved 1V:6H No No No NA $232,157 $1,054,494

-$836,860 0.392 118 Paved 1V:6H Yes Yes Yes NA $539,424 $1,376,285

-$854,554 0.277 118 Paved 1V:6H No Yes No NA $327,512 $1,182,066

-$859,620 0.370 118 Paved 1V:6H No Yes Yes NA $505,590 $1,365,210

-$862,517 0.266 118 Paved 1V:6H Yes No No NA $312,903 $1,175,420

-$864,077 0.364 118 Paved 1V:6H Yes No Yes NA $494,487 $1,358,564

-$889,705 0.340 118 Paved 1V:6H No No Yes NA $457,784 $1,347,489

-$899,736 0.227 118 Paved 1V:6H No No No NA $264,610 $1,164,345
Section 6: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 1.900

Traffic Volume (veh/day) 2320

Terrain Rolling

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:4H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 60

Typical Curve Radius (ft) 1550

Number of Curves on Section 8

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 6

% Section with Dashed Centerline 0

% Section with Solid-Dash Centerline 0

% Section with Double Solid Centerline 100

Section Length with Delineator Posts (mi) 0

Section 

6 curves

1600

1700

1700

850

850

2100

2000

1500

Average 1537.5
Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling Default 3.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088

Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF
Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$109,512 8.606 11 1 Paved 1V:4H Yes Yes No NA $123,910 $14,398

$73,668 1.303 11 1 Paved 1V:4H Yes Yes Yes NA $316,996 $243,328

$63,697 8.189 11 1 Paved 1V:4H No Yes No NA $72,557 $8,860

$50,168 10.059 11 1 Paved 1V:4H Yes No No NA $55,706 $5,538

$40,178 1.169 11 1 Paved 1V:4H No Yes Yes NA $277,968 $237,790

$30,693 1.131 11 1 Paved 1V:4H Yes No Yes NA $265,161 $234,467

-$6,106 0.973 11 1 Paved 1V:4H No No Yes NA $222,824 $228,930

-$16,881 0.912 11 1 Paved 1V:6H Yes Yes No NA $174,722 $191,603

-$46,483 0.776 11 2 Paved 1V:4H Yes Yes No NA $161,467 $207,950

-$57,111 0.786 11 2 Paved 1V:6H Yes Yes No NA $209,907 $267,018

-$59,453 0.680 11 1 Paved 1V:6H No Yes No NA $126,613 $186,066

-$64,920 0.846 11 1 Paved 1V:6H Yes Yes Yes NA $355,613 $420,533

-$71,917 0.606 11 1 Paved 1V:6H Yes No No NA $110,826 $182,743

-$73,241 0.721 11 3 Paved 1V:4H Yes Yes No NA $189,634 $262,875

-$85,648 0.734 11 3 Paved 1V:6H Yes Yes No NA $236,295 $321,943

-$89,901 0.556 11 2 Paved 1V:4H No Yes No NA $112,511 $202,412

-$91,341 0.791 11 2 Paved 1V:4H Yes Yes Yes NA $345,539 $436,879

-$95,945 0.769 11 1 Paved 1V:6H No Yes Yes NA $319,050 $414,995
-$97,437 0.627 11

2 Paved 1V:6H No Yes No NA $164,043 $261,480

-$99,999 0.685 114 Paved 1V:4H Yes Yes No NA $217,802 $317,800

-$102,643 0.484 112 Paved 1V:4H Yes No No NA $96,447 $199,089

-$104,621 0.746 111 Paved 1V:6H Yes No Yes NA $307,052 $411,673

-$109,164 0.577 112 Paved 1V:6H Yes No No NA $148,993 $258,158

-$113,594 0.771 112 Paved 1V:6H Yes Yes Yes NA $382,353 $495,948

-$114,185 0.697 114 Paved 1V:6H Yes Yes No NA $262,684 $376,869

-$114,861 0.554 113 Paved 1V:4H No Yes No NA $142,477 $257,337

-$118,567 0.331 111 Paved 1V:6H No No No NA $58,638 $177,205

-$123,009 0.715 112 Paved 1V:4H No Yes Yes NA $308,333 $431,342

-$124,290 0.607 113 Paved 1V:6H No Yes No NA $192,116$316,406

-$124,859 0.746 113 Paved 1V:4H Yes Yes Yes NA $366,946 $491,805

-$126,757 0.660 115 Paved 1V:4H Yes Yes No NA $245,969 $372,726

-$127,013 0.500 113 Paved 1V:4H Yes No No NA $127,002 $254,015

-$131,895 0.692 112 Paved 1V:4H Yes NoYes NA $296,124 $428,019

-$135,464 0.567 113 Paved 1V:6H Yes No No NA $177,619 $313,083

-$138,746 0.658 111 Paved 1V:6H No No Yes NA $267,389 $406,135

-$139,821 0.552 114 Paved 1V:4H No Yes No NA $172,442 $312,263

-$142,722 0.669 115 Paved1V:6H Yes Yes No NA $289,072 $431,794

-$142,913 0.709 112 Paved 1V:6H No Yes Yes NA $347,497 $490,410

-$148,465 0.730 113 Paved 1V:6H Yes Yes Yes NA $402,409 $550,873

-$150,211 0.224 112 Paved 1V:4H No No No NA $43,341 $193,552

-$151,028 0.690 112 Paved 1V:6H Yes No Yes NA $336,059 $487,088

-$151,142 0.593 114 Paved 1V:6H No Yes No NA $220,189 $371,331

-$151,383 0.510 114 Paved 1V:4H Yes No No NA $157,558 $308,940

-$153,378 0.393 112 Paved 1V:6H No No No NA $99,242 $252,620

-$153,515 0.641 116 Paved 1V:4H Yes Yes No NA $274,137 $427,651

-$155,161 0.681 113 Paved 1V:4H No Yes Yes NA $331,106 $486,267

-$158,377 0.710 114 Paved 1V:4H Yes Yes Yes NA $388,353 $546,730

-$161,764 0.560 114 Paved 1V:6H Yes No No NA $206,244 $368,009

-$163,599 0.661 113 Paved 1V:4H Yes No Yes NA $319,346 $482,945

-$164,781 0.551 115 Paved 1V:4H No Yes No NA $202,407 $367,188

-$166,718 0.605 112 Paved 1V:4H No No Yes NA $255,763 $422,481

-$171,259 0.648 116 Paved 1V:6H Yes Yes No NA $315,461 $486,720

-$172,630 0.305 113 Paved 1V:4H No No No NA $75,847 $248,477

-$175,753 0.517 115 Paved 1V:4H Yes No No NA $188,113 $363,866

-$176,503 0.676 113 Paved 1V:6H No Yes Yes NA $368,832 $545,336

-$177,851 0.422 113 Paved 1V:6H No No No NA $129,694 $307,545

-$177,995 0.582 115 Paved 1V:6H No Yes No NA $248,262 $426,257

-$183,302 0.619 112 Paved 1V:6H No No Yes NA $298,248 $481,550

-$183,335 0.697 114 Paved 1V:6H Yes Yes Yes NA $422,464 $605,799
-$184,028 0.619 11

7 Paved 1V:4H Yes Yes No NA $298,548 $482,577

-$184,198 0.660 113 Paved 1V:6H Yes No Yes NA $357,815 $542,013

-$187,312 0.654 114 Paved 1V:4H No Yes Yes NA $353,880 $541,193

-$188,064 0.555 115 Paved 1V:6H Yes No No NA $234,870 $422,934

-$189,741 0.550 116 Paved 1V:4H No Yes No NA $232,373 $422,114

-$191,895 0.681 115 Paved 1V:4H Yes Yes Yes NA $409,761 $601,656

-$195,050 0.357 114 Paved 1V:4H No No No NA $108,353 $303,402

-$195,302 0.637 114 Paved 1V:4H Yes No Yes NA $342,568 $537,870

-$196,939 0.587 113 Paved 1V:4H No No Yes NA $280,468 $477,407

-$200,123 0.522 116 Paved 1V:4H Yes No No NA $218,668 $418,791

-$202,324 0.442 114 Paved 1V:6H No No No NA $160,147 $362,471

-$203,314 0.625 117 Paved 1V:6H Yes Yes No NA $338,331 $541,645

-$204,847 0.574 116 Paved 1V:6H No Yes No NA $276,335 $481,182

-$210,093 0.650 114 Paved 1V:6H No Yes Yes NA $390,168 $600,261

-$214,364 0.551 116 Paved 1V:6H Yes No No NA $263,496 $477,859

-$214,542 0.601 118 Paved 1V:4H Yes Yes No NA $322,960 $537,502

-$215,083 0.599 113 Paved 1V:6H No No Yes NA $321,392 $536,475

-$217,368 0.636 114 Paved 1V:6H Yes No Yes NA $379,570 $596,938

-$217,470 0.393 115 Paved 1V:4H No No No NA $140,858 $358,328

-$218,205 0.670 115 Paved 1V:6H Yes Yes Yes NA $442,519 $660,724

-$218,696 0.542 117 Paved 1V:4H No Yes No NA $258,343 $477,039

-$219,464 0.632 115 Paved 1V:4H No Yes Yes NA $376,654 $596,118

-$225,413 0.657 116 Paved 1V:4H Yes Yes Yes NA $431,168 $656,581

-$226,796 0.457 115 Paved 1V:6H No No No NA $190,600 $417,396

-$227,005 0.617 115 Paved 1V:4H Yes No Yes NA $365,790 $592,795

-$227,160 0.573 114 Paved 1V:4H No No Yes NA $305,172 $532,332

-$228,567 0.518 117 Paved 1V:4H Yes No No NA $245,150 $473,716

-$235,370 0.605 118 Paved 1V:6H Yes Yes No NA $361,201 $596,570

-$235,443 0.561 117 Paved 1V:6H No Yes No NA $300,665 $536,107

-$239,889 0.420 116 Paved 1V:4H No No No NA $173,364 $413,253

-$243,683 0.628 115 Paved 1V:6H No Yes Yes NA $411,503 $655,186

-$244,480 0.541 117 Paved 1V:6H Yes No No NA $288,305 $532,785

-$246,865 0.583 114 Paved 1V:6H No No Yes NA $344,536 $591,401

-$247,651 0.534 118 Paved 1V:4H No Yes No NA $284,313 $531,964

-$250,538 0.616 115 Paved 1V:6H Yes No Yes NA $401,326 $651,864

-$251,269 0.468 116 Paved 1V:6H No No No NA $221,053 $472,322

-$251,616 0.614 116 Paved 1V:4H No Yes Yes NA $399,428 $651,043

-$253,075 0.646 116 Paved 1V:6H Yes Yes Yes NA $462,574 $715,649

-$257,011 0.514 118 Paved 1V:4H Yes No No NA $271,631 $528,642

-$257,381 0.562 115 Paved 1V:4H No No Yes NA $329,877 $587,258

-$258,709 0.601 116 Paved 1V:4H Yes No Yes NA $389,012 $647,721
-$261,785 0.632 11

7 Paved 1V:4H Yes Yes Yes NA $449,721 $711,506

-$266,038 0.550 118 Paved 1V:6H No Yes No NA $324,994 $591,033

-$266,643 0.430 117 Paved 1V:4H No No No NA $201,536 $468,179

-$274,597 0.533 118 Paved 1V:6H Yes No No NA $313,113 $587,710

-$277,273 0.610 116 Paved 1V:6H No Yes Yes NA $432,839 $710,112

-$278,646 0.569 115 Paved 1V:6H No No Yes NA $367,680 $646,326

-$279,802 0.469 117 Paved 1V:6H No No No NA $247,445 $527,247

-$283,708 0.599 116 Paved 1V:6H Yes No Yes NA $423,081 $706,789

-$286,804 0.594 117 Paved 1V:4H No Yes Yes NA $419,165 $705,969

-$287,602 0.552 116 Paved 1V:4H No No Yes NA $354,581 $642,183

-$290,619 0.623 117 Paved 1V:6H Yes Yes Yes NA $479,956 $770,575

-$293,397 0.439 118 Paved 1V:4H No No No NA $229,708 $523,104

-$293,508 0.582 117 Paved1V:4H Yes No Yes NA $409,138 $702,646

-$298,158 0.611 118 Paved 1V:4H Yes Yes Yes NA $468,274 $766,432

-$308,335 0.470 118 Paved 1V:6H No No No NA $273,838 $582,173

-$310,427 0.557 116 Paved 1V:6H No No Yes NA $390,824 $701,252

-$313,708 0.590 117 Paved 1V:6H No Yes Yes NA $451,329 $765,037

-$319,779 0.580 117 Paved 1V:6H Yes No Yes NA $441,936 $761,715

-$321,117 0.539 117 Paved 1V:4H No No Yes NA $375,992 $697,109

-$321,992 0.577 118 Paved 1V:4H No Yes Yes NA $438,902 $760,894

-$328,163 0.602 118 Paved 1V:6H Yes Yes Yes NA $497,337 $825,500

-$328,308 0.567 118 Paved 1V:4H Yes No Yes NA $429,264 $757,572

-$345,294 0.543 117 Paved 1V:6H No No Yes NA $410,883 $756,177

-$350,143 0.573 118 Paved 1V:6H No Yes Yes NA $469,820 $819,963

-$354,632 0.528 118 Paved 1V:4H No No Yes NA $397,402 $752,034

-$355,850 0.564 118 Paved 1V:6H Yes No Yes NA $460,791 $816,640

-$380,161 0.531 118 Paved 1V:6H No No Yes NA $430,941 $811,102
Section 7: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 17.800

Traffic Volume (veh/day) 1460

Terrain Rolling

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 1

Shoulder Type Paved

Roadside Slope 1V:4H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 20

Typical Curve Radius (ft) 4200

Number of Curves on Section 11

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 11

% Section with Dashed Centerline 70

% Section with Solid-Dash Centerline 10

% Section with Double Solid Centerline 20

Section Length with Delineator Posts (mi) 0

Section 7 

curves

4400

2200

2350

6000

6500

3000

1600

3500

6000

2500
8000

Average 4186.364

Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling Default 3.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088
Possible Injury User Specified 81088

Property Damage Only User Specified 21728

Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$644,635 1.728 11 1 Paved 1V:4H Yes Yes Yes NA $1,530,169 $885,535

$508,122 1.610 11 1 Paved 1V:4H No Yes Yes NA $1,341,777 $833,655

$477,430 1.595 11 1 Paved 1V:4H Yes No Yes NA $1,279,958 $802,528

$463,239 4.434 11 1 Paved 1V:4H Yes Yes No NA $598,125 $134,886

$324,946 1.433 11 1 Paved 1V:4H No No Yes NA $1,075,595 $750,649

$267,234 4.219 11 1 Paved 1V:4H No Yes No NA $350,240 $83,007

$217,019 5.183 11 1 Paved 1V:4H Yes No No NA $268,899 $51,879

-$829,090 0.674 11 1 Paved 1V:6H Yes Yes Yes NA $1,716,578 $2,545,668

-$951,620 0.470 11 1 Paved 1V:6H Yes Yes No NA $843,400 $1,795,019

-$953,704 0.618 11 1 Paved 1V:6H No Yes Yes NA $1,540,085 $2,493,789

-$980,492 0.602 11 1 Paved 1V:6H Yes No Yes NA $1,482,169 $2,462,661

-$1,064,656 0.606 11 2 Paved 1V:4H Yes Yes Yes NA $1,634,151 $2,698,808

-$1,120,069 0.535 11 1 Paved 1V:6H No No Yes NA $1,290,714 $2,410,782

-$1,131,969 0.351 11 1 Paved 1V:6H No Yes No NA $611,171 $1,743,140
-$1,177,046 0.312 11

1 Paved 1V:6H Yes No No NA $534,967 $1,712,013

-$1,194,532 0.549 112 Paved 1V:4H No Yes Yes NA $1,452,397 $2,646,928

-$1,213,216 0.377 112 Paved 1V:4H Yes Yes No NA $734,943 $1,948,159

-$1,223,046 0.532 112 Paved 1V:4H Yes No Yes NA $1,392,755 $2,615,801

-$1,368,330 0.466 112 Paved 1V:4H No No Yes NA $1,195,592 $2,563,922

-$1,377,082 0.170 111 Paved 1V:6H No No No NA $283,051 $1,660,133

-$1,400,488 0.261 112 Paved 1V:4H NoYes No NA $495,792 $1,896,280

-$1,438,192 0.558 112 Paved 1V:6H Yes Yes Yes NA $1,813,993 $3,252,185

-$1,447,836 0.224 112 Paved 1V:4H Yes No No NA $417,316 $1,865,152

-$1,495,514 0.535 113 Paved 1V:4H Yes Yes Yes NA $1,717,858 $3,213,372

-$1,529,960 0.388 112 Paved 1V:6H Yes Yes No NA $971,577 $2,501,537

-$1,556,589 0.514 112 Paved 1V:6H No Yes Yes NA $1,643,717 $3,200,306

-$1,581,336 0.501 112 Paved 1V:6H Yes No Yes NA $1,587,842 $3,169,179

-$1,617,639 0.343 113 Paved 1V:4H Yes Yes No NA $845,084 $2,462,723

-$1,620,046 0.488 113 Paved 1V:4H No Yes Yes NA $1,541,446 $3,161,493

-$1,646,808 0.474 113 Paved 1V:4H Yes No Yes NA $1,483,558 $3,130,365

-$1,655,382 0.087 112 Paved 1V:4H No No No NA $157,891 $1,813,273

-$1,702,127 0.305 112 Paved 1V:6H No Yes No NA $747,530 $2,449,657

-$1,714,168 0.450 112 Paved 1V:6H No No Yes NA $1,403,132 $3,117,300

-$1,744,520 0.279 112 Paved 1V:6H Yes No No NA $674,010 $2,418,530

-$1,786,296 0.420 113 Paved 1V:4H No No YesNA $1,292,191 $3,078,486

-$1,797,881 0.254 113 Paved 1V:4H No Yes No NA $612,963 $2,410,844

-$1,842,923 0.226 113 Paved 1V:4H Yes No No NA $536,794 $2,379,717

-$1,874,337 0.502 113 Paved 1V:6H Yes Yes Yes NA $1,892,413 $3,766,750

-$1,926,371 0.483 114 Paved 1V:4H Yes Yes Yes NA $1,801,565 $3,727,937

-$1,935,681 0.182 112 Paved 1V:6H No No No NA $430,970 $2,366,651

-$1,941,340 0.356 113 Paved 1V:6H Yes Yes No NA $1,074,761 $3,016,101

-$1,987,728 0.465 113 Paved 1V:6H No Yes Yes NA $1,727,143 $3,714,871

-$2,010,833 0.454 113 Paved 1V:6H Yes No Yes NA $1,672,911 $3,683,743

-$2,022,063 0.321 114 Paved 1V:4H Yes Yes No NA $955,225 $2,977,288

-$2,042,843 0.122 113 Paved 1V:4H No No No NA $284,995 $2,327,837

-$2,045,561 0.444 114 Paved 1V:4H No Yes Yes NA $1,630,496 $3,676,057

-$2,070,569 0.432 114 Paved 1V:4H Yes No Yes NA $1,574,361 $3,644,930

-$2,106,921 0.289 113 Paved 1V:6H No Yes No NA $857,301 $2,964,222

-$2,138,234 0.411 113 Paved 1V:6H No No Yes NA $1,493,630 $3,631,864

-$2,147,152 0.268 113 Paved 1V:6H Yes No No NA $785,942 $2,933,094

-$2,195,275 0.250 114 Paved 1V:4H No Yes No NA $730,134 $2,925,409

-$2,204,261 0.387 114 Paved 1V:4H No No Yes NA $1,388,790 $3,593,051

-$2,238,009 0.227 114 Paved 1V:4H Yes No No NA $656,272 $2,894,281

-$2,310,481 0.460 114 Paved 1V:6H Yes Yes Yes NA $1,970,833 $4,281,314

-$2,331,169 0.191 113 Paved 1V:6H No No No NA $550,046 $2,881,215
-$2,352,720 0.334 11

4 Paved 1V:6H Yes Yes No NA $1,177,946 $3,530,666

-$2,363,993 0.443 115 Paved 1V:4H Yes Yes Yes NA $1,878,508 $4,242,501

-$2,418,866 0.428 114 Paved 1V:6H No Yes Yes NA $1,810,569 $4,229,435

-$2,430,303 0.145 114 Paved 1V:4H No No No NA $412,099 $2,842,402

-$2,435,388 0.303 115 Paved 1V:4H Yes Yes No NA $1,056,465 $3,491,852

-$2,440,329 0.419 114 Paved 1V:6H Yes No Yes NA $1,757,979 $4,198,308

-$2,478,272 0.409 115 Paved 1V:4H No Yes Yes NA $1,712,350 $4,190,622

-$2,501,668 0.399 115 Paved 1V:4H Yes No Yes NA $1,657,826 $4,159,494

-$2,511,715 0.278 114 Paved 1V:6H No Yes No NA $967,071 $3,478,786

-$2,549,785 0.260 114 Paved 1V:6H Yes No No NA $897,874 $3,447,659

-$2,562,301 0.382 114 Paved 1V:6H No No Yes NA $1,584,128 $4,146,429

-$2,602,137 0.244 115Paved 1V:4H No Yes No NA $837,836 $3,439,973

-$2,630,033 0.360 115 Paved 1V:4H No No Yes NA $1,477,583 $4,107,615

-$2,642,751 0.225 115 Paved 1V:4H Yes No No NA $766,094 $3,408,846

-$2,726,657 0.197 114 Paved 1V:6H No No No NA $669,123 $3,395,780

-$2,752,963 0.426 115 Paved 1V:6H Yes Yes Yes NA $2,042,916 $4,795,879

-$2,772,438 0.315 115 Paved 1V:6H Yes Yes No NA $1,272,792 $4,045,230

-$2,801,615 0.411 116 Paved 1V:4H Yes Yes Yes NA $1,955,450 $4,757,066

-$2,828,035 0.158 115 Paved 1V:4H No No No NA $528,932 $3,356,966

-$2,848,712 0.289 116 Paved 1V:4H Yes Yes No NA $1,157,705 $4,006,417

-$2,856,747 0.398 115 Paved 1V:6H No Yes Yes NA $1,887,253 $4,744,000

-$2,876,699 0.390 115 Paved 1V:6H Yes No Yes NA $1,836,173 $4,712,872

-$2,910,983 0.381 116 Paved 1V:4H No Yes Yes NA $1,794,204 $4,705,186

-$2,925,379 0.267 115 Paved 1V:6H No Yes No NA $1,067,971 $3,993,351

-$2,932,767 0.373 116 Paved 1V:4H Yes No Yes NA $1,741,292 $4,674,059

-$2,961,463 0.253 115 Paved 1V:6H Yes No No NA $1,000,761 $3,962,223

-$2,993,680 0.358 115 Paved 1V:6H No No Yes NA $1,667,313 $4,660,993

-$3,008,999 0.239 116 Paved 1V:4H No Yes No NA $945,538 $3,954,538

-$3,047,493 0.223 116 Paved 1V:4H Yes No No NA $875,917 $3,923,410

-$3,055,804 0.339 116 Paved 1V:4H No No Yes NA $1,566,376 $4,622,180

-$3,131,768 0.199 115 Paved 1V:6H No No No NA $778,577 $3,910,344

-$3,192,157 0.300 116 Paved 1V:6H Yes Yes No NA $1,367,638 $4,559,795

-$3,195,444 0.398 116 Paved 1V:6H Yes Yes Yes NA $2,114,999 $5,310,443

-$3,225,766 0.167 116 Paved 1V:4H No No No NA $645,764 $3,871,531

-$3,248,844 0.384 117 Paved 1V:4H Yes Yes Yes NA $2,022,786 $5,271,630

-$3,274,676 0.276 117 Paved 1V:4H Yes Yes No NA $1,246,305 $4,520,981

-$3,294,627 0.373 116 Paved 1V:6H No Yes Yes NA $1,963,937 $5,258,564

-$3,313,070 0.366 116 Paved 1V:6H Yes No Yes NA $1,914,367 $5,227,437

-$3,339,044 0.259 116 Paved 1V:6H No Yes No NA $1,168,871 $4,507,915

-$3,353,913 0.357 117 Paved1V:4H No Yes Yes NA $1,865,838 $5,219,751

-$3,373,141 0.247 116 Paved 1V:6H Yes No No NA $1,103,647 $4,476,788
-$3,374,287 0.350 11

7 Paved 1V:4H Yes No Yes NA $1,814,336 $5,188,623

-$3,425,060 0.338 116 Paved 1V:6H No No Yes NA $1,750,498 $5,175,558

-$3,429,308 0.233 117 Paved 1V:4H No Yes No NA $1,039,794 $4,469,102

-$3,465,946 0.219 117 Paved 1V:4H Yes No No NA $972,028 $4,437,975

-$3,492,662 0.320 117 Paved 1V:4H No No Yes NA $1,644,082 $5,136,744

-$3,536,878 0.201 116 Paved 1V:6H No No No NA $888,031 $4,424,909

-$3,623,717 0.286 117 Paved 1V:6H Yes Yes No NA $1,450,642 $5,074,359

-$3,638,085 0.171 117 Paved 1V:4H No No No NA $748,010 $4,386,095

-$3,646,925 0.374 117 Paved 1V:6H Yes Yes Yes NA $2,178,083 $5,825,008

-$3,696,072 0.361 118 Paved 1V:4H Yes Yes Yes NA $2,090,122 $5,786,195

-$3,700,641 0.265 118 Paved 1V:4H Yes Yes No NA $1,334,905 $5,035,546

-$3,742,082 0.352 117 Paved 1V:6H No Yes Yes NA $2,031,047 $5,773,129

-$3,759,203 0.345 117 Paved 1V:6H Yes No Yes NA $1,982,798 $5,742,001

-$3,765,306 0.250 117 Paved 1V:6H No Yes No NA $1,257,174 $5,022,480

-$3,796,843 0.338 118 Paved 1V:4H No Yes Yes NA $1,937,472 $5,734,315

-$3,797,664 0.239 117 Paved 1V:6H Yes No No NA $1,193,688 $4,991,352

-$3,815,807 0.331 118 Paved 1V:4H Yes No Yes NA $1,887,381 $5,703,188

-$3,849,617 0.228 118 Paved 1V:4H No Yes No NA $1,134,049 $4,983,667

-$3,866,825 0.320 117 Paved 1V:6H No No Yes NA $1,823,297 $5,690,122

-$3,884,400 0.216 118 Paved 1V:4H Yes No No NA $1,068,139 $4,952,539

-$3,929,519 0.305 118 Paved 1V:4H No No Yes NA $1,721,789 $5,651,309

-$3,955,654 0.199 117 Paved 1V:6H No No No NA $983,819 $4,939,473

-$4,050,404 0.173 118 Paved 1V:4H No No No NA $850,256 $4,900,660

-$4,055,277 0.274 118 Paved 1V:6H Yes Yes No NA $1,533,646 $5,588,924

-$4,098,407 0.354 118 Paved 1V:6H Yes Yes Yes NA $2,241,166 $6,339,572

-$4,189,537 0.334 118 Paved 1V:6H No Yes Yes NA $2,098,157 $6,287,693

-$4,191,568 0.243 118 Paved 1V:6H No Yes No NA $1,345,476 $5,537,044

-$4,205,337 0.328 118 Paved 1V:6H Yes No Yes NA $2,051,229 $6,256,566

-$4,222,188 0.233 118 Paved 1V:6H Yes No No NA $1,283,729 $5,505,917

-$4,308,591 0.306 118 Paved 1V:6H No No Yes NA $1,896,096 $6,204,687

-$4,374,431 0.198 118 Paved 1V:6H No No No NA $1,079,607 $5,454,038
Section 8: 

Roadway Data

Road Type Rural Two-Lane Undivided Highway

Section Length (mi) 8.890

Traffic Volume (veh/day) 1460

Terrain Rolling

Pavement Type Flexible

Project Data

Lane Width (ft) 11

Shoulder Width (ft) 4

Shoulder Type Paved

Roadside Slope 1V:6H

Centerline Rumble Strip No

Shoulder Rumble Strip No

Alignment Selection Use Average Curve Data

% of Section Length on Curves 35

Typical Curve Radius (ft) 3000

Number of Curves on Section 9

Presence of Spiral Transitions Yes

Maximum Superelevation Rate (%) 8

Roadway Design Speed (mi/h) 60

Crash History Period (yrs) 11

Total Crashes 3

% Section with Dashed Centerline 45

% Section with Solid-Dash Centerline 20

% Section with Double Solid Centerline 35

Section Length with Delineator Posts (mi) 0

Section 8 

curves

7700

7700

1750

1750

1750

1750

1100

1100

2300

Average 2988.888889
Rural Two-lane Highway Defaults

Attribute Item Option Selected Value Used

Average Embankment Height (ft) by 

Terrain 

Level Default 2.5

Rolling Default 3.0

Mountainous User Specified 10.0

Existing Base Depth (in) Traveled-way User Specified 6.0

Shoulder User Specified 6.0

Milling Depth (in), Flexible Pavement Traveled-way Default 2.0

Shoulder Default 2.0

Pavement Depth (in), Flexible Pavement Traveled-way User Specified 6.0

Shoulder User Specified 4.0

Average Delineator Spacing (ft) Default 500

Base Unit Cost ($/CY) Default 10

Milling Unit Cost ($/SY) Default 2

Flexible Pavement Unit Cost ($/CY) Default 55

Rigid Pavement Unit Cost ($/SY) Default 40

Unpaved Shoulder Unit Cost ($/SY) Default 1

Embankment Unit Cost ($/CY) Default 8

Right-of-way Unit Cost ($/acre) Default 5000

Centerline Rumble Strip Unit Cost ($/ft) Default 0.5

Shoulder Rumble Strip Cost ($/ft) Default 0.4

Durable Pavement Marking Unit Cost ($/ft) Default 4

Delineator Cost ($/ft) Default 60

Incidentals (%) 

Drainage Default 0.9

Erosion Control User Specified 1.5

Traffic Control Default 8

Signing and PM User Specified 4

MARR/discount rate (%) Default 7

Service Life (yrs) 

Slope Flattening

Default 20

Lane Widening

Shoulder Widening

Rumble Strip Install Default 20

Striping/Delineation Default 5

Superelevation Restoration Default 20

Crash Cost by Severity ($/crash) 

Fatal User Specified 974400

Disabling Injury User Specified 974400

Evident Injury User Specified 81088

Possible Injury User Specified 81088

Property Damage Only User Specified 21728
Rural Two-lane Highway SPF Default HSM SPF

Calibration Factor Default 1

Crash Type Proportion 

Collision with animal Default 0.121

Collision with bicycle Default 0.002

Collision with pedestrian Default 0.003

Overturned Default 0.025

Ran off road Default 0.521

Other single-vehicle crash Default 0.021

Angle collision Default 0.085

Head-on collision Default 0.016

Rear-end collision Default 0.142

Sideswipe collision Default 0.037

Other multi-vehicle collision Default 0.027

Crash Severity Proportion 

Fatal Default 0.013

Disabling Injury Default 0.054

Evident Injury Default 0.109

Possible Injury Default 0.145

Property Damage Only Default 0.679

Results: 

Net Benefit

B/C 

Ratio

Improved 

Lane 

Width 

(ft)

Improved 

Shoulder 

Width 

(ft)

Improved 

Shoulder 

Type

Improved 

Slope

Install 

Centerline 

Rumble 

Strip

Install 

Shoulder 

Rumble 

Strip

Improve 

Striping/Delineation

Improve 

Superelevation

Total 

Benefit Total Cost Comments

$193,752 3.876 11 4 Paved 1V:6H Yes Yes No NA $261,119 $67,367

$111,445 3.688 11 4 Paved 1V:6H No Yes No NA $152,902 $41,457

$91,481 4.531 11 4 Paved 1V:6H Yes No No NA $117,391 $25,910

$31,600 1.050 11 4 Paved 1V:6H Yes Yes Yes NA $668,016 $636,416

-$24,735 0.959 11 4 Paved 1V:6H No Yes Yes NA $585,771 $610,505

-$36,177 0.939 11 4 Paved 1V:6H Yes No Yes NA $558,783 $594,959

-$99,484 0.825 11 4 Paved 1V:6H No No Yes NA $469,565 $569,049

-$1,227,176 0.202 11 5 Paved 1V:6H Yes Yes No NA $309,793 $1,536,969

-$1,306,376 0.135 11 5 Paved 1V:6H No Yes No NA $204,682 $1,511,058

-$1,325,321 0.114 11 5 Paved 1V:6H Yes No No NA $170,191 $1,495,512

-$1,401,010 0.335 11 5 Paved 1V:6H Yes Yes Yes NA $705,008 $2,106,018

-$1,413,432 0.038 11 5 Paved 1V:6H No No No NA $56,170 $1,469,602

-$1,435,496 0.200 11 6 Paved 1V:6H Yes Yes No NA $358,466 $1,793,962

-$1,454,983 0.301 11 5 Paved 1V:6H No Yes Yes NA $625,124 $2,080,107

-$1,465,651 0.290 11 5 Paved 1V:6H Yes No Yes NA $598,910 $2,064,561

-$1,511,589 0.145 11 6 Paved 1V:6H No Yes No NA $256,463 $1,768,052
-$1,526,396 0.251 11

5 Paved 1V:6H No No Yes NA $512,254 $2,038,650

-$1,529,515 0.127 116 Paved 1V:6H Yes No No NA $222,991 $1,752,505

-$1,614,255 0.065 116 Paved 1V:6H No No No NA $112,340 $1,726,595

-$1,621,011 0.314 116 Paved 1V:6H Yes Yes Yes NA $741,999 $2,363,011

-$1,649,893 0.196 117 Paved 1V:6H Yes Yes No NA $401,062 $2,050,955

-$1,672,624 0.284 116 Paved 1V:6H No Yes Yes NA $664,477 $2,337,100

-$1,682,516 0.275 116 Paved 1V:6H Yes No Yes NA $639,038 $2,321,554

-$1,723,267 0.149 117 Paved 1V:6H No Yes No NA $301,778 $2,025,045

-$1,740,300 0.134 117 Paved 1V:6H Yes No No NA $269,198 $2,009,498

-$1,740,700 0.242 116 Paved 1V:6H No No Yes NA $554,943 $2,295,644

-$1,822,091 0.081 117 Paved 1V:6H No No NoNA $161,497 $1,983,588

-$1,845,631 0.296 117 Paved 1V:6H Yes Yes Yes NA $774,373 $2,620,004

-$1,864,289 0.192 118 Paved 1V:6H Yes Yes No NA $443,659 $2,307,948

-$1,895,177 0.269 117 Paved 1V:6H No Yes Yes NA $698,916 $2,594,093

-$1,904,391 0.261 117 Paved 1V:6H Yes No Yes NA $674,156 $2,578,547

-$1,934,945 0.152 118 Paved 1V:6H No Yes No NA $347,093 $2,282,038

-$1,951,086 0.139 118 Paved 1V:6H Yes No No NA $315,406 $2,266,492

-$1,960,334 0.232 117 Paved 1V:6H No No Yes NA $592,303 $2,552,637

-$2,029,928 0.094 118 Paved 1V:6H No No No NA $210,654 $2,240,581

-$2,070,251 0.280 118 Paved 1V:6H Yes Yes Yes NA $806,746 $2,876,997

-$2,117,731 0.257 118 Paved 1V:6H No Yes Yes NA $733,356 $2,851,087

-$2,126,267 0.250 118 Paved 1V:6H Yes No Yes NA $709,273 $2,835,540

-$2,179,968 0.224 118 Paved 1V:6H No No Yes NA $629,662 $2,809,630
Appendix E: Cost Estimates 
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Appendix E – Cost Estimates for other Specific Improvements 

NV4 

Description 

• No Parking signs (13 estimated) to be installed in approximate locations as shown below. Allow parking in two official, paved turnouts 

east of sharp horizontal curve.

• Regulatory signs (2) to require Devils Lake and trail users to park at Devils Lake parking lot. With Wilderness Strategies going into effect, 

the belief is that the parking lot at Devils Lake should be able to handle the quota for trail use in the area, meaning that the county may

eliminate some or all parking in the vicinity along CLH. 
Figure 1 - NV4
NV5, Option 1

Description

• Add bollards to control/prevent vehicular access from getting close to the lake near this location. 

• Unlikely to be as effective as other options, since users could park nearby and walk kayaks, canoes over. Not preferred from a 

crashworthiness perspective. 

• Bollards shown as blue circles below, would be spaced close enough (6-8’) to prevent vehicles from driving in between. 

• Estimate for a removable system to help with maintenance/plowing. 

Improvement: NV4

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

63302-0000 SIGN SYSTEM

R7 series: No Parking signs, with 

directional arrows to encompass 

desired area of no parking. 13 signs. 19.5 SQFT $45 $878

Oregon, lower unit cost due to type of sign 

installation.

63302-0000 SIGN SYSTEM

Regulatory sign stating 

"TRAIL USERS PARK

 IN DEVILS LAKE LOT"

or similar. 2 signs 20 SQFT $55 $1,100 Oregon.

$1,978

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $198

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $198

20% Contingency 1 LPSM $396

Recommendation Total = $2,769
Figure 2 - NV5, Option 1
NV5, Option 2

Description

• Install post-mounted delineators (PMDs) along the inside of the curve to prevent/deter parking where there is limited horizontal sight 

distance.

• Would also help deter use of the boat “launch” area.

• Cons include maintenance of PMDs (winter plowing operations, motorists deliberately running over and accessing parking, etc.) 

• If used, could select metal posts to aid in installation on the gravel shoulder/turnout 

• Preferred over bollards from a crashworthiness perspective

• Green line represents approximate delineator installation limits 

Improvement: NV5, Option 1

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

61901-0000 Bollard Post Removable. 7' spacing. 23 EACH $700 $16,100 Removable bollards.

$16,100

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $1,610

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $1,610

20% Contingency 1 LPSM $3,220

Recommendation Total = $22,540
Figure 3 - NV5, Option 2
NV5, Option 3

Description

• This option is similar to Option 2 but would also physically grade the turnout to be less conducive for parking. This may be achieved by 

grading a 1:4 foreslope from the shoulder down to the existing grade nearby the turnout. Delineators could still be used along the roadway 

edge.

• Some of the areas along the turnout are fairly flat which may not provide much lateral area to grade the slopes much different than they are 

today, so this option would need discussed in the field to determine feasibility. 

Improvement: NV5, Option 2

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

63309-0000 DELINEATOR

5' spacing to make no parking area 

prominent. 210 EACH $60 $12,612

$12,612

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $1,261

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $1,261

20% Contingency 1 LPSM $2,522

Recommendation Total = $17,657
NL4, Option 1 

Description

• This option would install two of the dynamic warning signs for bicyclists, one at each end of the main portion of the corridor, near the 

begin of the study area and just north of the intersection with S. Century Dr. 

• The flashing beacons would actuate when bicyclists ride over and flash for the assumed time it takes for an average bicyclist to ride to the 

other end. Example: 30 miles in between signs, 15 mph average riding speed = 2 hour flash time. 

• The counter system would continuously count bicyclists and vehicles to aid in traffic data collection. 

Improvement: NV5, Option 3

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

20401-0000 ROADWAY EXCAVATION

Grading of turnout to steepen slopes to 

discourage parking. 5600 CUYD $8 $44,800

Oregon. 700 linear feet x 8 sq ft average end 

area.

63309-0000 DELINEATOR

5' spacing to make no parking area 

prominent. 210 EACH $60 $12,612

$57,412

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $5,741

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $5,741

20% Contingency 1 LPSM $11,482

Recommendation Total = $80,377
NL4, Option 2 

Description

• This option would expand NL4, Option 1, with several sign systems placed at key locations of limited sight distance, steep grades, etc.

These locations need further exploration, but from the team’s field visit and current understanding about use in the corridor, these

locations may benefit the most:

o Section 2 – steep grades and sharper horizontal curves

o Section 4 – Devils Lake/steep grades and sharper horizontal curves

o Section 6 – Elk Lake area, sharper horizontal curves

• The mileage listed on the sign would correspond with the length of the general hazard area, as described in Appendix A, Bicyclist 

Signing.

Option NL4, Option 1

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

63302-0000 SIGN SYSTEM

W11-1 (Bicycle), W16-13P/W16-4P 

combined as 

"IN ROADWAY

NEXT 30 MILES"

Includes top and bottom flashing 

beacon and solar panel system. 2 EACH $5,000 $10,000

63602-6000

SYSTEM INSTALLATION, TRAFFIC 

DETECTOR SYSTEM Counter and loop system. 2 EACH $5,250 $10,500 Eco-Counter quote. 

$20,500

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $2,050

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $2,050

10% Contingency 1 LPSM $2,050

Recommendation Total = $26,650
Option NL4, Option 2

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

63302-0000 SIGN SYSTEM

W11-1 (Bicycle), W16-13P/W16-4P 

combined as 

"IN ROADWAY

NEXT 30 MILES"

Includes top and bottom flashing 

beacon and solar panel system. 2 EACH $5,000 $10,000

63302-0001 SIGN SYSTEM

W11-1 (Bicycle), W16-13P/W16-4P 

combined as 

"IN ROADWAY

NEXT XX MILES"

Includes top and bottom flashing 

beacon and solar panel system. 6 EACH $5,000 $30,000

63602-6000

SYSTEM INSTALLATION, TRAFFIC 

DETECTOR SYSTEM Counter and loop system. 8 EACH $5,250 $42,000 Eco-Counter quote. 

$82,000

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $8,200

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $8,200

10% Contingency 1 LPSM $8,200

Recommendation Total = $106,600
Figure 4 – NL4, Option 2
NM3, Option 1 

Description

• This option would add guardrail near the north end of the inside pullout as a minimalist measure towards reducing boating access at the 

north end of Devils Lake

• If this doesn’t have the intended effect (people could park farther away in turnout and carry kayaks/canoes over), additional guardrail 

could be added to block off the entire inside turnout (NM3, Option 2) 

• The estimated guardrail is shown in green below. With all guardrail options in this area, it is assumed the grading is adequate for guardrail 

placement. 
Figure 5 - NM3, Option 1
NM3, Option 2 

Description

• This option would completely block off parking along the turnout on the inside of the curve. 

• The guardrail would be placed about 6’ off the traveled way to keep the barrier as far away from the traveled way as possible while still 

eliminating the width available for parking

Improvement: NM3, Option 1

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

61701-4550

GUARDRAIL SYSTEM MGS, TYPE 2, 

CLASS A WOOD POSTS

Minimal installation near boat launch 

area. 500 LNFT $45 $22,500 Oregon, small quantity.

61702-1500

TERMINAL SECTION, TYPE MGS 

TANGENT 2 EACH $4,000 $8,000 Oregon, small quantity.

$30,500

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $3,050

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $3,050

20% Contingency 1 LPSM $6,100

Recommendation Total = $42,700
Figure 6 - NM3, Option 2
NM3, Option 3 

Description

• This option would completely block off parking along the turnout on the inside of the curve as well as the outside of the curve. 

• The guardrail would be placed about 6’ off the traveled way to keep the barrier as far away from the traveled way as possible while still 

eliminating the width available for parking

Improvement: NM3, Option 2

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

61701-4550

GUARDRAIL SYSTEM MGS, TYPE 2, 

CLASS A WOOD POSTS Blocks parking from inside of curve. 1250 LNFT $40 $50,000 Oregon, smaller quantity.

61702-1500

TERMINAL SECTION, TYPE MGS 

TANGENT 2 EACH $4,000 $8,000 Oregon, small quantity.

$58,000

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $5,800

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $5,800

20% Contingency 1 LPSM $11,600

Recommendation Total = $81,200
Figure 7 - NM3, Option 3
NM3, Option 4 

Description

• This option could be considered if the Wilderness Area strategies do not address the parking along CLH and if the trail reroute to run the 

official trail through the culvert underpass does not occur as planned, leaving pedestrian safety concerns. 

• Similar to Option 3, guardrail could be added to block parking along the horizontal curve on both sides. 

• An opening in the guardrail is left for the crossing location, with pedestrians channeled towards this location from the trail.

• With a drop in regulatory speed (35 mph), an RRFB and associated crosswalk signage and pavement markings could be installed as well 

to emphasize crossing safety here. 

Improvement: NM3, Option 3

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

61701-4550

GUARDRAIL SYSTEM MGS, TYPE 2, 

CLASS A WOOD POSTS

Blocks parking from inside and outside 

of curve. 2900 LNFT $35 $101,500 Oregon.

61702-1500

TERMINAL SECTION, TYPE MGS 

TANGENT 4 EACH $4,000 $16,000 Oregon.

$117,500

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $11,750

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $11,750

20% Contingency 1 LPSM $23,500

Recommendation Total = $164,500
Figure 8 - NM3, Option 4
Improvement: NM3, Option 4

FLH Pay Item Pay Item Description Supplemental Description Quantity Unit Price Line Item Basis for Cost Estimate

61701-4550

GUARDRAIL SYSTEM MGS, TYPE 2, 

CLASS A WOOD POSTS

Blocks parking from inside and outside 

of curve. 2663 LNFT $35 $93,188 Oregon.

61702-1500

TERMINAL SECTION, TYPE MGS 

TANGENT 8 EACH $4,000 $32,000 Oregon.

63302-0000 SIGN SYSTEM

R2-1 (35 mph) x2, W3-5 (advanced 

warning sign for 35 mph speed limit 

change) x2 and R2-1 (55 Speed) x 2 33 SQFT $75 $2,475 Oregon.

63302-0000 SIGN SYSTEM (2 Sign systems total)

Complete RRFB system includes 

supplemental signing and pavement 

markings 1 EACH $30,000 $30,000

Recent FLH project RRFB was $26k for the 

system.

$157,663

Contingent 

Quantities

15101-0000 MOBILIZATION 10% of construction items 1 LPSM $15,766

63501-0000 TEMPORARY TRAFFIC CONTROL Devices, 10% of construction items 1 LPSM $15,766

20% Contingency 1 LPSM $31,533

Recommendation Total = $220,728
Appendix F: Dynamic Warning Sign 

Recommendation Memorandum 
This page intentionally left blank 
Memorandum

Western Federal Lands Highway Division

 610 E. Fifth Street

 Vancouver, WA 98661

Date: July 11, 2019 

From: Matt Hinshaw, P.E. 

Highway Safety Engineer 

To: Seth English-Young 

Senior Transportation Planner 

Subject: OR Deschutes 46(3) – Cascade Lakes Highway Bicycle Facilities Evaluation and 

Master Plan: Dynamic Warning Sign/Traffic Counter System Recommendation

Introduction: 

Western Federal Lands Highway Division (WFLHD) is performing a master plan and study of 

the Cascade Lakes Highway (CLH) corridor from Mt. Bachelor through the Klamath County line 

in Deschutes County. This plan is near completion, with extensive study of vehicle, bicycle and 

pedestrian safety throughout the corridor. In Appendix A of the subject study and plan, WFLHD 

Safety identified several types of improvement options as well as a timeline for potential action. 

A major shortcoming in the corridor is the lack of recent traffic data. It is highly desirable to 

obtain additional traffic data in 2019 as well as once the proposed Forest Service Wilderness 

Area Strategies go into effect, which will likely greatly impact traffic patterns going forward. 

Knowing the ultimate use and demand throughout the different regions of the corridor will help 

focus and plan the identified study improvements in the future to be most effective to improve 

safety and mobility in the corridor. For example, the shoulders may be widened in the future, and 

the proposed widths may narrow as traffic decreases in the southern part of the corridor. 

In addition, there is a desire to improve safety in the corridor as soon as possible with lower-cost 

improvements, especially for potential vehicle-bicycle conflicts in key locations. The study 

identified several options for short-term improvements, including an innovative dynamic 

warning sign/traffic counter system. The purpose of this memorandum is to identify two 

locations for installation. 

Dynamic Sign/Traffic Counter System: 

The FHWA Coordinated Technology Implementation Program (CTIP) is currently funding an 

experimental dynamic warning system to alert motorists to the presence of bicyclists. The system 

combines a bicycle and vehicle counter (including inductive loops in the roadway) with a 

dynamic warning sign that flashes for a set amount of time while the bicyclists traverse a specific 
2

hazard area, depending on the site. This type of sign system could be used as an overall corridor 

message as well as specific areas of concern, such as locations of limited sight distance, tight 

horizontal geometry, steep grades, etc. The Western Transportation Institute (WTI) of Montana 

State University is leading the research project. 

Figure 1 - Dynamic Warning System for Bicyclist Safety 

Two sign systems have been installed within the Colorado National Monument area. Initial, 

unofficial results indicate that the signs are working as intended for both warning motorists and 

counting bicyclists. An information webinar and final report will be published in the near future. 

ODOT has installed a similar system, using the same bicycle counter vendor, on OR-242 at two 

sites on McKenzie Pass in June, 2019. However, ODOT is using flashing beacons rather than an 

in-sign LED lighting system, which the CTIP project is using. WFLHD proposes to match the 

ODOT system in the CLH corridor in order to be consistent within the state and better align with 

motorists’ expectations. 
3

Locations to Install: 

While the study expands on the possible use of this sign system at the entry locations to the CLH 

corridor, the intent of this recommendation is to identify two ideal locations to both improve 

safety in areas of highest need as well as obtain key, continuous traffic data in the corridor. 

This sign can warn motorists of the overall presence of bicyclists in the roadway (with 

“AHEAD” supplemental plaque) and is actuated when bicyclists ride over the loops. A selected 

assumed riding speed can be used to set the flashing time to take into account the time needed for 

a bicyclist to reach the end of the hazard area(s). 

The recommended locations are intended to balance safety improvements with key traffic data 

collection. Several locations within the northern part of the CLH corridor likely warrant the use 

of these dynamic warning signs. The main criteria that warrant the signs are traffic volume, 

horizontal and vertical stopping sight distance deficiencies as well as vertical grades. The 

northern part of the corridor, from Devils Lake to Todd Lake, include several of the mentioned 

criteria, with the higher traffic areas, several areas of limited sight distance not meeting a 60-mph 

design speed, and grades of 7-9%. 

 

The distance between Sign 1 and Sign 2 is approximately 5 miles, and an 8-10 minute drive by 

car. This may be long enough for the effectiveness of the sign to fade as the motorist begins to 

forget the sign. It is unknown at this time what the critical time may be for when a second sign 

Hazard 

Area 2 

Hazard 

Area 1 
4

may be necessary, but engineering judgment would suggest that the two hazard areas could 

benefit from a sign at each end, indicated by Future Sign 1 and 2. WFLHD would recommend 

signs at these four locations through this section, however, the budget may only allow for two 

signs. Therefore, to aid with traffic data collection as well as provide the safety benefit, it is 

recommended to place one sign near Todd Lake (Sign 1) and the other just south of the Devils 

Lake intersection (Sign 2). Preliminarily, the signs should be sited approximately 700’ from 

these intersections to avoid false positives from slower-moving vehicles. The counter 

manufacturer can be consulted for a recommendation on this when finalizing locations for 

installation. For Sign 1, it can be sited at the end of the horizontal curve away from the Todd 

Lake intersection, approximately 1000’ from the intersection. 

Sign 2’s location is shown 700’ from the Devils Lake intersection: 
5

Verify final sign locations based on vertical sight distance and other factors (roadside slopes, 

etc.) as needed in the field. 

Minor grading may be necessary for the sign foundation design. Follow ODOT standard 

drawings and details for the concrete foundation design as shown on ODOT TM653 and/or other 

applicable details. It is assumed that Deschutes County can provide the material for the concrete 

foundation (commercial grade) as well as labor for installation. 

In the future, Deschutes County and/or other partners may be able to install additional signs. In 

addition, as needs change in the corridor, signs could be relocated with some moderate capital 

loss in foundation and loop abandonment (new loops and foundations would likely need to be 

procured/installed). 

The sign assembly itself will match the recent ODOT installation, shown in Attachment 1, and 

below: 
6

The sign will likely flash for much of the busier summer days with higher use of bicyclists 

repeatedly activating the sign. The time for the beacons to flash may vary from the McKenzie 

Pass installation, which was recommended to flash for 3-4 minutes. For a bicyclist to traverse 

this 5-mile section, at an assumed speed of 10-15 miles per hour (likely on the low end of 

expected avid riders), the flashing time should be tried at 20-30 minutes. There is still a major 

benefit that when bicyclists haven’t ridden past the signs in that 20-30 minute timeframe, the 

beacons will not flash, and the signs are less prominent to motorists during that time, in-line with 

motorists’ expectations. Deschutes County should make some observations of average bicyclist 

speeds through this section and further adjust the flashing timing to be representative of average 

times. WFLHD can assist with further timing alterations. 

This is an experimental traffic control device and, like any traffic control device, should not be 

overused, even with the dynamic flashing feature. The use of these intermittent signs in the 

corridor, flashing when bicycles actuate them, can help validate driver’s expectations and 

provide relevant reminders to watch out for bicyclists when they are actually present up ahead. 

Data Extraction: 

The Eco Counter system will continually count vehicle and bicyclist traffic. The County can 

regularly download the data manually per the instructions provided with the Eco Counter system. 

Cost: 

For initial cost estimates of this improvement option, see Appendix 2 and 3. The total cost for the 

two sites, including two sign systems and four total counters (to capture each direction) is 

approximately $28,000, assuming county forces can complete the install. 
7

Public Outreach: 

If selected for use on CLH, the County and/or Forest should raise public awareness about the 

signs and post an informational flier on websites, social media, educational material, etc. so the 

public is aware of the functionality of these devices. 

Conclusion: 

WFLHD is available to assist during the installation process, and is obtaining other installation 

details from the recent ODOT installation. For questions on this memorandum, please contact 

Matt Hinshaw at 360-619-7677 or matthew.hinshaw@dot.gov. 

Attachments: 

Attachment 1 – Implementation Plan for Oregon Department of Transportation, WTI, MSU 

Attachment 2 – Initial Cost Estimate for Eco Counter System 

Attachment 3 – Initial Cost Estimate for Signs, Posts, Solar Panels 
Dynamic Warning Systems to Alert Motorists

to the Presence of Bicyclists:

Implementation Plan for Oregon Department of Transportation 

Highway 242/ McKenzie Pass Scenic Bikeway

Prepared by

Rebecca Gleason, Research Engineer

Tiffany Allen, Research Scientist

Taylor Lonsdale, Research Engineer

Western Transportation Institute 

College of Engineering

Montana State University

A report prepared for the 

The Federal Highway Administration

And

Oregon Department of Transportation 

May 24, 2019 
Page ii

Table of Contents

1 Introduction............................................................................................................................. 1

2 Dynamic Warning System Deployment ................................................................................. 4

2.1 Warning System Locations.............................................................................................. 4

2.2 Warning System Equipment............................................................................................. 7

2.3 Warning System Installation .......................................................................................... 12

3 Dynamic Warning System Monitoring................................................................................. 14

3.1 Video and Speed Monitoring ......................................................................................... 14

3.2 Monitoring for Warning System Reliability and Effectiveness..................................... 14

3.3 Documenting Experience with Operation and Maintenance.......................................... 17

4 Facility Owner Perceptions................................................................................................... 18

5 Develop and Finalize Tech Brief and PowerPoint Webinar................................................. 19

Figure 1: Dynamic Warning System Location Map....................................................................... 5

Figure 2: ODOT Mile Post map...................................................................................................... 6

Figure 3: Amber light bicycle ahead sign configuration ............................................................... 7

Figure 4: Inductive Loop layout .................................................................................................... 8

Figure 5: Sign Pedestal Pole Foundation Detail .......................................................................... 10

Figure 6: Signpost schematic....................................................................................................... 11
Page 1 

1 INTRODUCTION

This Implementation Plan provides details of the installation and monitoring of two dynamic 

warning systems along the McKenzie Pass Scenic Bikeway (OR 242), through the Deschutes 

National Forest west of Sisters, Oregon. This plan is one part of the project “Dynamic Warning 

Systems to Alert Motorists to the Presence of Bicyclists”. Separate Implementation Plans will be 

drafted for other locations (Colorado National Monument and Montana) that fall within the scope 

of work for this project. The work is being conducted under the Coordinated Technology 

Implementation Program (CTIP) with a Reimbursable Agreement number of DTFH68-16-E00070. CTIP is a technology deployment program administered by the Federal Highway 

Administration (FHWA) Federal Lands Highway. Technology deployment projects are proposed 

and selected by the CTIP Council member agencies of the FHWA, the US Forest Service, the 

National Park Service, the US Fish & Wildlife Service, the Bureau of Land Management, and the 

US Army Corps of Engineers.

The FHWA is the lead agency, and the work is being conducted by staff at the Montana State 

University, Western Transportation Institute (WTI) located in Bozeman, Montana, and at the 

Oregon Department of Transportation (ODOT), in cooperation with the US Forest Service, 

Deschutes National Forest. 

The project aims to improve road safety for people bicycling and driving by using existing 

technologies in a new way. It will combine the Eco Counter’s Zelt inductive loop system with a 

flashing warning sign to alert drivers to the presence of bicycles traveling along a shared roadway. 

The flashing sign will be only be lit when a cyclist is present, making it “dynamic”. Until recently, 

conventional inductive loops have not been able to differentiate between bicycles and motor 

vehicles. The technology has evolved, and inductive loop systems are now able to detect bicycles 

in mixed-traffic.

In fall 2016, WTI began communicating with ODOT to install two bicycle warning signs along 

State Highway 26 near the John Day Fossil Bend National Monument in central Oregon. 

Specifically, the Oregon Scenic Bikeway Committee identified Picture Gorge as an area with 

safety concerns for people on bikes. After further investigation, this location was denied by 

ODOT’s environmental group. 

After discussion with the Scenic Bikeway Committee, ODOT and others, it was decided to explore 

sign installation on the McKenzie Pass Scenic Bikeway. This Bikeway is located on State 

Highway 242 and extends 38 miles from Sisters on the east to Belknap Hot Springs on Highway 

126 on the west. This road is operated by ODOT and runs through two national forests. Starting 

in Sisters, the route climbs about 15 miles and 2000 feet to the McKenzie Pass Summit and Dee 

Wright Observatory. From the high point at the summit (5325 feet), the route descends to the west. 

This road is a good candidate for dynamic warning system because:

• Is it a Scenic bikeway, is part of the Trans America bike route and has a significant 

number of people biking and driving motor vehicles. 

• It is a narrow 2-lane road that lacks shoulders and has many curves, with limited sight 

distance to see people on bikes that must share a lane with people driving. 

• This Scenic bikeway passes through the Deschutes National forest on the east and 

Willamette NF on the west, connecting to federal lands. 
Page 2 

Most of Highway 242 is closed during winter months. Bicycle are usually allowed in the spring 

before it opens to cars. According to ODOT, the earliest opening to motor vehicles is typically 

the 3rd Monday of June and the road usually closes due to snow around late October to early 

November. 

While no formal bicycle count data is available, Strava data indicates this is a popular route for 

cyclists. Table 1 shows the number of people that logged trips on Strava in 2013 near the Dee 

Wright Observatory. These numbers do not indicate the total number of cyclists, rather only those 

that chose to log their trips using Strava. This data indicates a significant number of bike trips 

occur when the road is closed to cars in May and early June. Strava data also indicates that the 

annual number of bike trips is approximately 1000 between Sisters and the Dee Wright 

Observatory. The number of Strava trips logged drops to about 300 on the West side of the pass 

near its intersection with Highway 126. 

Month Number of bike trips

Jun 2013 267

Jul 2013 170

Aug 2013 74

Sep 2013 37

Oct 2013 8

Mar 2014 1

Apr 2014 18

May 2014 409

Total Annual 984

ODOT staff visited the McKenzie Pass Scenic Bikeway in June 2017 and identified several 

potential locations for sign installation. Westbound locations in Deschutes National Forest are 

preferred for the following reasons:

• There is a lot more uphill, westbound bicycle traffic on the east side of the Pass, so it 

offers a better opportunity to test the equipment’s usefulness. During the June site visit, 

ODOT staff observed about a dozen bicyclists on the east side of the Pass and none on 

the west side of the Pass. Strava data also indicates there are more cyclists on the east 

side.

• The potential locations on the east side of the Pass are more obvious because the curvy 

sections are very pronounced relative to the non-curvy sections. Conversely, the west side 

of the Pass is very curvy the entire way, which makes it more difficult to say one location 

is better than another. 

The pass was closed due to large forest fires in 2017 and road repairs for much of 2018. WTI 

staff met FS and ODOT staff in Sisters Oregon and drove the McKenzie Pass Scenic Bikeway in 

September 2018, selecting two locations to install signs in Spring 2019. Locations were shifted 

Table 1: Strava trips on McKenzie Pass in 2013 near Dee Wright Observatory
Page 3 

from those proposed previously due to the Milli forest fires in 2017 and the resulting changing 

viewscapes. 

Results from this project will be useful to jurisdictions that oversee rural roads where high speeds, 

road geometry, or other factors make people on bikes particularly vulnerable. It will provide 

Federal Land Management Agencies, Local Agencies and Tribes with the necessary guidance to 

implement bicycle detection technologies with warning systems. The following three performance 

goals have been identified: 

1. Increase safety for people riding bicycles on shared use roadways. 

2. Evaluate accuracy of sensing technique.

3. Provide critical field experience and technological knowledge for future users 

The following chapters describe the objectives and tasks that were previously delineated in the 

Statement of Work. They are presented with additional information relevant to the portion of the 

project to be implemented along the McKenzie Pass Scenic Bikeway near Sisters, Oregon. 
Page 4 

2 DYNAMIC WARNING SYSTEM DEPLOYMENT 

This project will deploy two dynamic bicycle warning systems along the McKenzie Scenic 

Bikeway (OR 242), through the Deschutes National Forest near Sisters, Oregon as described 

below. 

WTI staff will conduct a site visit in Fall 2018 and meet with ODOT and Deschutes NF staff. The 

visit will include a tour of possible system locations and a discussion of issues such as sign 

location, placement of solar panels to ensure proper function, adequate space for back up batteries, 

visual impacts to the monument, and other relevant details. 

WTI will work with ODOT and USFS staff to install bicycle warning systems and monitoring 

equipment as agreed upon by the FHWA, WTI, ODOT and USFS. ODOT will assist with 

deployment activities and contribute resources for installation including any permits, saw cut 

pavement and traffic control. Labor and tools for installation will be provided by the ODOT. USFS 

will also assist with and provide permits, if necessary. Documentation will be by both written and 

photographic methods. The following sections describe the warning system locations, description 

of the system and steps for installation and operations. 

2.1 Warning System Locations 

Two warning systems will be installed along the McKenzie Scenic Bikeway (OR 242), through 

the Deschutes National Forest near Sisters, Oregon as shown in Figures 1 and 2. These locations 

are both on the east side of the pass. The first is near mile post 84.76 at McGregor Curve. The 

second location is near mile post 78.78. Both systems will be installed to be visible for traffic 

heading in the westbound direction (uphill). 

The east side of the pass is preferred because it has a higher volume of bicycle traffic, as compared 

to the west side. The east side has more clearly defined potential areas of conflict between cyclists 

and drivers. The east side has less vegetation, facilitating the use of solar panels to power the 

systems. 

The two systems will be placed in the westbound lane (uphill direction) because the inductive loop 

detection is more accurate when there is a speed differential between bicycles and motor vehicles.

Additionally, because of this speed differential, motor vehicles passing people on bikes and the 

resulting safety concerns occur more frequently. It is anticipated people will be riding relatively 

slowly as they bike uphill. 
Page 5 

Figure 1: Dynamic Warning System Location Map 

Dynamic Warning System 

#1 

Dynamic Warning System #2
Page 6 

Figure 2: ODOT Mile Post map

Dynamic Warning Sign #1 

(MP 84.76) 

Dynamic Warning Sign #2 (MP 78.78) 
Page 7 

2.2 Warning System Equipment 

This warning system will combine the Eco 

Counter’s Zelt inductive loop system with 

MUTCD bicycle sign W11-1 with two amber 

flashing beacons above and below the sign. An 

“ahead” supplemental plaque will be placed 

under the bicycle to alert drivers to the 

presence of bicycles traveling along a shared 

roadway. This project will deploy inductive 

loops, an existing technology used to count or 

detect bicyclists with the flashing amber 

beacon warning system. The warning system 

will trigger only when a cyclist is present, 

making it “dynamic”. 

Inductive loops consist of wires installed 

under the surface of the pavement in a loop 

configuration. They use magnetic fields to 

generate an electrical current. A sensor detects 

changes in the magnetic field when metal parts 

of a bicycle pass over the loops. Inductive 

loops are commonly used by transportation 

agencies and they are easy to maintain. 

The lane is about 9 feet wide at the loop installation locations. Two sets of 4.42-foot (53 inch) 

loops will be combined to create a 9.2 foot (111 inch) wide detection zone, as shown in Figure 4. 

It is very important to ensure there is a 4.33-inch space in between the loops as shown in Figure 4. 

EcoCounter installation guidelines are provided separately. 

In addition to serving as a warning system, this system also counts bikes. The ZELT inductive 

loop detects the magnetic signature of the wheels of a bicycle and send a signal to the Eco-Combo 

logger (located in the manhole). The data may be manually collected in-field using the Eco-Link 

Software and a magnetic key or if the system’s Automatic Transmission function is activated, the 

data is directly transmitted to Eco-Visio via GPRS/3G. The data is then processed and analyzed 

on the online platform Eco-Visio, accessed through a web browser. The latest Eco-Viso quick start 

guide, Eco-Link software guide and Eco-Link Software guide for Android can be obtained from 

EcoCounter. 

Figure 3: Amber light bicycle ahead 

sign configuration 
Page 8 

Figure 4: Inductive Loop layout 
Page 9 

The inductive loops will be combined with a signpost and flashing light system consisting of two 

amber flashing beacons consistent with other ODOT warning lights. Each sign system will have 

the following specifications: 

1. Sign Posts -4.5” O.D. threaded steel pipe post and frangible pedestal base. Post and base 

powder coated brown. The post length will be 15’. The sign will require 7’ (84”) between 

ground and bottom of light, as shown in attached diagram. The post shall include a frangible 

base. The base shall provide access for wiring and a collar that prevents post rotation. 

2. Mounting brackets for bicycle and ahead panels (panels to be provided by ODOT) – All 

hardware required to attach panels to 4.5” post. (Note: bicycle and ahead sign panels will 

consist of 3⁄4” thick HDO plywood and will be provided separately by ODOT.)

 

3. Flashing lights – Two 12” amber LED flashing lights with black background. Lights shall 

comply with requirements of the latest MUTCD. The lights will be activated using an 

EcoCounter Zelt Loop system that detects bicycles. The lights shall have an adjustable flash 

time that can be adjusted after installation. All equipment and hardware required to connect 

the lights to the solar/battery system and the sign post shall be included. 

4. Solar panel/battery system to power all sign components – All equipment and hardware 

required for connecting the solar panels and the battery system and for fastening these to the 

sign pole shall be included. We are specifying a minimum of a 100 Amp hours of battery for 

this system. The bidder shall determine the necessary wattage of the solar panel based on the 

following information regarding location and activation time for the flashers and the power 

demand of the proposed system. These signs will be located on ODOT Hwy 242 in a rural 

area in Deschutes National Forest west of Sisters Oregon. This solar system must be able to 

power the two flashing LED lights. This system is designed to flash when people on bicycles 

ride over inductive loops in the pavement. The flashing lights are anticipated to be active for 

4 minutes each time they are activated. We anticipate as many as 26 bicyclists each day so 

the system could be active for 104 mins each day from June through October. In addition to 

the lights, the solar system will power a 4- loop Eco Counter Zelt system with dry contact 

output from the ZELT. Power needs for the ZELT counter system are described below from 

an Eco Counter engineer:

“We’ve got two different elements to consider: 

• The ZELT sensor, which needs very little power (under 0.1 W), but this power needs 

to be available constantly. 

• The GSM automatic data transmission, which draws between 2 and 5 W (depending 

on the network coverage), but only needs it for a short period (a few minutes per 

day). 

This means that, on average, the energy consumption of the system is quite low (less than 1 

Wh per day), which I suppose is a lot less than what’s needed for the flashing sign itself, so 
Page 10

powering the counter from the solar power should not affect the size of the panel. BUT, in 

order for the counter to be powered from the solar panel: 

1. There must be a regulator/accumulator system built in the solar power supply unit so 

that it can deliver constant power (so that the system can still work at night or in bad 

weather conditions). 

2. The power supply unit must be able to deliver at least 10 W (this accounts for the 

GSM consumption plus a safety margin) and withstand this for a few minutes.” 

5. Foundation- Each sign will be set in a concrete foundation as shown in Figure 5. 

ODOT will provide concrete/caissons, conduit and pull box to install foundation and 

signs. The quote shall include providing 42” anchor bolts and hardware to connect the 

frangible base in a rural, high wind area. Any proposed deviation from 42” anchor bolts 

must be accompanied with written justification. 

Figure 5: Sign Pedestal Pole Foundation Detail
Page 11

Figure 6 shows a schematic of the signpost with panel, lights and solar power system. 

Figure 6: Signpost schematic
Page 12

Flashing light duration - The average bike speed will vary significantly depending upon factors 

such as trip distance, grade and fitness level. WTI recommends setting the flashing light duration 

at 3 to 4 minutes. Assuming a person on a bike is traveling at 10 miles per hour, they would be 

able to cover a half mile distance while lights are flashing for 3 minutes. It is our understanding 

that the flashing light duration re-starts every time a bicycle passes over the loop. Thus, if there is 

a group of riders, the flash duration will reset as the last cyclist rides across the inductive loops. 

The flash duration may be changed if a longer or shorter duration is deemed more appropriate and 

agreed upon by ODOT, WTI and FHWA. If needed, WTI will facilitate resetting the flash duration

on site by ODOT personnel, according manufacturer’s instructions. 

2.3 Warning System Installation 

Installation of the warning system involves four main steps. WTI will document the installation 

process and provide guidance for agency use by both written and photographic (still and video) 

methods. 

1. Complete ODOT/WTI Cooperative Agreement 

a. Schedule: May 2019 

b. Time estimate: NA

c. Who: Hans Beernink, Agreement Coordinator 

Albert.H.Beernink@odot.state.or.us , phone ), Rebecca Gleason, 

rebecca.gleason1@montana.edu, and Kellie Peterson, MSU legal counsel, 

kellie.peterson@montana.edu, 406-994-4570 

2. Document appropriate environmental clearance 

a. Schedule: Fall 2018 

b. Time estimate: NA

c. Who: Teresa Brasfield, Environmental Program Coordinator

Teresa.L.BRASFIELD@odot.state.or.us 

3. Assemble and install the various sign components. Posts are assembled off site. Then 

the sign foundation is poured and after about a week, the post may be installed on the 

foundation. ODOT is responsible for the selection of the foundation anchor details 

for the sign system. The installation will occur when the road is closed to vehicles in 

the spring, so traffic control is not needed. 

a. Schedule: May/June 2019 

b. Time estimate: 1⁄2 day to assemble posts, 1 day to install foundations, 1 day to 

install posts on foundations. 

c. Who: ODOT (Joel McCarroll and Brad Stevens – Electrical Supervisor, 

Brad.T.STEVENS@odot.state.or.us , Cell 541-480-4328, Office 541-388-6077 ) 
Page 13

4. Install inductive loops and Rainbird manhole, which holds batteries and counter. This 

will require saw cuts in the pavement and a 10” deep by 13” wide hole to install the 

manhole. Refer to Eco Counter’s installation guide, provided separate from this 

document. Eco Counter will provide training via webinar for installation personnel. 

Traffic control will be needed for this effort. 

a. Schedule: Webinar training – May/June 2019 

Loop and manhole installation – May/June 2019 

b. Time estimate: 1⁄2 day per site (2 sites total)

c. Who: ODOT staff (Brad – will contract that out) will: 

• perform saw cutting and install the loops. 

• excavate and install the Rainbird manhole and the Eco-Counter equipment. 

• excavate the trench and install conduit and wiring to connect the Eco-Counter 

equipment to the sign location. 

• provide signs, cones, and personnel for traffic control 

WTI will be on-site to document installation.

The equipment consists of two ECO Counter Zelt inductive loop and counter systems, signpost 

with bicycle ahead signs and two flashing amber beacons. ODOT will inform WTI in writing by 

December 31, 2019 if ODOT does not want to take over system ownership. In the event ODOT 

chooses to retain the system, it shall be used on an Oregon Scenic Bikeway. In the event ODOT 

chooses not to retain the system, ODOT shall remove the system, excluding the two inductive 

loops, and return to WTI. If the equipment is removed, WTI will coordinate with FHWA and the 

USFWS to determine the equipment’s future location. 
Page 14

3 DYNAMIC WARNING SYSTEM MONITORING 

Monitoring will consist of shorter-term video and speed data collection to assess system reliability 

and effectiveness and longer-term general monitoring to document experience with system 

operations and maintenance. The following sections describe the video and speed monitoring 

locations, equipment and installation as well as the longer-term documentation of operations and 

maintenance. 

3.1 Video and Speed Monitoring 

Two ODOT video cameras will be installed so that the video clearly shows cyclists passing over 

the inductive loops and whether the warning lights begin flashing. ODOT road tube counters will 

be used to monitor traffic volume and speed near the two signs. 

Two weeks of data will be collected before the signs are turned on and two weeks while signs are 

in good working order. After these initial pilot monitoring periods, WTI staff will review the data 

to determine if more data is needed and propose further monitoring if necessary. A revised 

monitoring schedule will be submitted to ODOT and FHWA prior to further monitoring. 

ODOT staff will ensure the video and tube counter systems are in working order and will visually 

inspect them for vandalism, damage or theft every 3 or 4 days during the monitoring period. WTI 

will work with ODOT to install the video and speed monitoring equipment. 

a. Schedule: two weeks of “before sign” data from June 10-24, two weeks with sign 

in place data – June 25-July 10 

b. Time estimate: 1⁄2 day (This assumes a half hour travel time to and 1⁄2 hour from 

site from Sisters and 3 hours for installation.) 

c. Who: WTI and ODOT Staff

3.2 Monitoring for Warning System Reliability and Effectiveness

3.2.1 Reliability

The video equipment described above will be installed to monitor warning system reliability. Data 

analyses and video reduction, performed by WTI, will focus on understanding system reliability. 

Descriptive statistics will be used to summarize three main parameters:

1. Correct detections – the system activates when a bicycle passes over the inductive loops;

2. False negatives – the system does not activate when a bicycle passes over the inductive 

loops; and 

3. False positives – the system activates when a bicycle does not pass over the inductive 

loops. 

For false positives, WTI will attempt to determine a cause of activation (e.g. weather interference, 

a motorcycle or other motor vehicle or other object passing over the inductive loops). This 
Page 15

information may be subjective but will attempt to illuminate potential issues in the functioning of 

the system to help eliminate problems for future deployments.

3.2.2 Effectiveness - Before and After Method

Regarding system effectiveness, this project will use safety as measured by motor vehicle speed, 

rather than the number of bicycle collisions. Reported bicycle crash data is not reliable, as crashes 

are often not reported for a variety of reasons. The different speed metrics used to evaluate the 

dynamic warning system are anticipated to include the following: 

1. Mean or average speed – The average of all spot speeds at the identified location. 

2. Standard deviation – The amount of variability for a given speed, which can show how 

speeds are dispersed around a mean speed. 

3. 85th Percentile Speed - the point at which 85 percent of the vehicles are traveling at or 

below that speed. For example, if the 85th percentile speed is 35 mph, 85 percent of the 

vehicles were observed at a speed of 35 mph or less. 

4. Minimum and Maximum Speed - The lowest and the highest recorded speed. 

It is anticipated this data will be summarized in a table like the following to enable a quick 

comparison of how motor vehicle speed may differ after the system is installed. 

Before After: 1st month Speed 

Difference

After: 6 months Speed 

Difference

Sample size

ADT

Mean Speed

Standard 

Deviation

Minimum 

Speed

Maximum 

Speed

One advantage of this before and after method is that it should not take too much time to collect 

an adequate sample size for statistical analysis. A disadvantage of this method is that the "after" 

sample of speeds will most likely consist of many samples with no warning lights flashing, and so 

the speeds represented by the small number of samples with warning lights flashing will get 

Table 2: Motor Vehicle Speed Data Before and After System Installation
Page 16

watered down in the "after" sample. This makes it difficult to know if the flashing lights are 

correlated with a change in motorist speed. If time and budget allow, we may compare the before 

speeds with after speeds when the lights are not flashing. This would allow us to compare the 

difference than an unlit warning sign might have on speeds. If time and budget allow we may also 

monitor one-year after, in spring 2018. 

3.2.3 Effectiveness - Flashing Lights on or off Method

To learn if drivers slow down more when the warning lights are on, the speed of vehicles that pass 

the system when the lights are flashing will be compared to the speed of vehicles that pass when 

the lights are not flashing. Video will be used to ensure that time stamps from the warning system 

and motor vehicle speed monitoring equipment are aligned. For this reason, the video must clearly 

show the location of the speed monitoring system and motor vehicles, in addition to cyclists on 

the road and whether warning lights are on or off. Then, speed data will be identified as “lights 

off” or “lights on”. It is anticipated data will be summarized as shown in the table below. 

Lights off Lights on Speed Difference

Sample size

ADT

Mean Speed

Standard Deviation

Minimum Speed

Maximum Speed

It should be noted that there may be a difference between “lights on” and a cyclist being present, 

as well as a difference between “lights off” and a cyclist not being present. If the system is 

functioning with 100% accuracy, the lights will only be on when a cyclist is present and will be 

off when a cyclist is not present. However, if the system is not functioning with 100% accuracy, 

the lights may be flashing when a cyclist is not present or the lights may not be flashing when a 

cyclist is present. The analysis described in section 3.4.1 will allow us to determine what percent 

accuracy this system has. 

The initial pilot monitoring period after the system is installed will last two weeks. WTI will review 

the pilot data to determine if more data is needed, and if so, how much more time will be needed 

to get statistically significant results for speed monitoring. There is a possibility that the time and 

effort needed will exceed the staff time and budget of this study. If so, a reasonable maximum 

effort will be determined by WTI, ODOT and FHWA, and as much data as possible will be 

included in data analyses.

Table 3: Motor Vehicle Speed Comparison for Sign with Lights off and on 
Page 17

If there is a large enough sample size, appropriate statistical tests such as a one-sided t-test or 

ANOVA analyses, will be used to compare motorist speeds when flashing lights are on versus off. 

Efforts will be made to account for when a cyclist is visible to a driver (i.e. the driver may be 

slowing due to seeing the cyclist, not due to the warning light flashing), on-coming traffic or no 

on-coming traffic, and any weather conditions visible in the video. It is likely the sample size will 

be too small to account for these factors statistically, however they may be reported as anecdotal 

information. In addition, anecdotal information on driver behavior (e.g. if driver moves over to 

give cyclist room) may also be reported. 

An advantage of this lights on and off approach is that it will allow a direct comparison of motor 

vehicle speeds when the lights are flashing and when they are not flashing. A disadvantage is that 

this will require a longer data collection time to get an adequate sample size for statistical analysis. 

3.2.4 Proposed Monitoring Schedule

Video and road tube counters will be used to collect speed and volume data during daylight hours 

to capture high volume commute times on weekday mornings/afternoons and higher volumes of 

cyclists expected on weekends. A proposed monitoring schedule for the McKenzie Pass sites 

follows. 

• Before monitoring: Signs 1 and 2 are covered, and lights disconnected. two weeks – June 

2019 

• After monitoring time 1: Signs 1 and 2 are uncovered, lights are flashing when bikes are 

detected: immediately after installation (2 weeks)- late June/early July 2019 

• After monitoring time 2: Sign 1 and 2: late September 2019 (2 weeks) 

This schedule is intended to capture data at times when the road is open to motorists and there 

tends to be higher volumes of cyclists. WTI will work with ODOT to set up the monitoring 

equipment in June 2019. ODOT will ensure monitoring equipment is in good working order and 

provide data to WTI.

3.3 Documenting Experience with Operation and Maintenance

Experiences with operation and maintenance of the system will be documented through the 2019 

biking season (mid- June through mid -October to better understand the actual costs that may be 

incurred after installation of a warning system and provide guidance for agency use. ODOT staff 

located nearby will check that the system is functioning on a regular basis. This will include a

visual inspection of the sign and solar panel for vandalism or damage approximately once a month.

It will also include documentation of public comments and/or any administrative alerts or issues 

from the Eco Visio software program. Both ODOT and WTI will have access to the Eco-Counter

data through the Eco Visio software, which has a dashboard showing to information such as battery 

level remaining, date of last data transmission, initial set-up date and average daily counts. 

Automatic data transmission was not purchased for these systems. Data download is relatively 

simple using a Bluetooth compatible Windows based laptop or Android device (phone or tablet). 

The system may store bike count data up to 330 days. However, as a best practice we recommend 

downloading data at least once every 3 months to assure data quality and to be able to identify 
Page 18

issues that could arise. Staff from FHWA and FWS will be included as users for data sharing if 

requested. 

Chris Cheng, ODOT Active Transportation Liaison, will check on the system monthly from June 

through October verify system is working, download bike count data and document operation and 

maintenance efforts in writing and with photographs if appropriate. 

Operations and maintenance of warning system

a. Schedule: Once per month June-October 2019 

b. Time estimate: one hour per sign each month 

c. Who: Chris Cheng, ODOT Active Transportation Liaison (to email brief notes on 

system status to WTI each month. WTI will follow up on any issues that may 

arise as needed. WTI will compile notes and document O&M issues over the 

course of the project. 

4 FACILITY OWNER PERCEPTIONS

Develop and administer a survey Assess facility owners’ perceptions pertaining to the bicycle 

detection and warning system. A survey adhering to the U.S. Office of Management and Budget 

(OMB) Standards and Guidelines for Statistical Surveys will be used to assess ODOT staffs’ (for 

instance, managers, engineers, traffic and safety, and operations and maintenance) perceptions 

about the system. WTI will work with the FHWA to develop and administer the survey. WTI will 

compile, analyze and summarize responses to document attitudes and opinions about the system, 

the results of which are to be included in the Tech Brief. The FHWA will coordinate with the FWS 

to obtain their input and guidance on the development, administration, and summary of the survey.

Schedule 

1. Develop survey 

a. Schedule: June-July 2019; approval from FHWA- by September 2019 

b. Time estimate: NA

c. Who: WTI and FHWA 

2. Administer survey 

a. Schedule: October 2019 

b. Time estimate: up to 20 minutes per person taking the survey 

c. Who: WTI and FHWA will administer the survey; ODOT staff will complete the 

survey. 

3. Compile, analyze, summarize and present survey results

a. Schedule: November-December 2019 

b. Time estimate: NA

c. Who: WTI 
Page 19

5 DEVELOP AND FINALIZE TECH BRIEF AND POWERPOINT 

WEBINAR

Analyze the data collected during design, installation, and monitoring. WTI will summarize 

technical information into the CTIP Tech Brief format. The technical brief will summarize the 

story of deployment including the problem technology is solving, how it works, obstacles or 

challenges of deployment, lessons learned, cost and time savings, analysis of monitoring data, and 

survey results. Supporting documentation for the technical brief would be any guidance, 

specifications, plans, etc....that were developed to deliver the projects. 

WTI will develop and finalize a PowerPoint presentation with talking points to summarize 

deployment and provide it to the FHWA. The presentation will be developed for a 1-hour webinar 

focusing on the deployment, including installation, operation and maintenance of the warning 

system. The FHWA will work with the FWS to prepare the FWS to present it.

WTI will participate in a “dry-run” webinar hosted by the FHWA and provide advice for a 

deployment summary webinar hosted by the FHWA with the FWS as the lead presenter.
www.eco-counter.com 

Option Comparison

FHWA – Western Federal Lands 

Cascade Lakes National Scenic Byway
A Global Standard in People Counting

This document has been thoughtfully prepared for you with your project in

mind. It will help you compare options with clear descriptions and pricing

of Eco-Counter people counters, highlight the online data analysis

software Eco-Visio, and provide tips and ideas to get you started.

Eco-Counter is a world leader in providing solutions for counting

pedestrians and cyclists in both urban and natural environments. With

over 15 years of expertise and counters in 53 countries, Eco-Counter is

recognized as a global pioneer in people counting thanks to our culture of

innovation, open communication, and unparalleled customer service and

support.

Patented counters tested by research organizations on 3

continents

Automatic data transmission via cellular networks

Durable and accurate, even in extreme weather conditions

All systems include access to Eco-Visio, an advanced, intuitive

cloud-based data analysis platform.

2700+ Counters

in 49 American states 

and territories 

1100+ Counters

in 9 Canadian provinces 

and territories

Trusted 

Across North 

America 
Counts

Range

Installation

Direction detection

Battery life

Memory

Weatherproofness

Temperature

Log & Collect Count Support Analyze & Share

Sensor: Patented ZELT inductive loops use 13 criteria to analyze the electromagnetic signature of

wheels. The sophisticated algorithm distinguishes cyclists from motorized vehicles and is capable

of counting dense groups of cyclists on dedicated paths.

Installation: Installations in pavement involve cutting into the path to lay the loop wire. Soil

installations require digging a shallow trench in the path to lay the preformed ZELT loops1. In both

cases, a manhole containing the data components and battery is buried to the side.

Cyclists only

43” to 30’ (1.1 m to 9 m), depending on 

configuration (see below)

Pricing notes:

1. The preformed loops for soft soil installations are no extra charge but must be specified in the order.

2. Specialized loops for hot asphalt installations may be available. Please inquire.

Available, see below

1 or 2 years, depending on range

At least 11 months

IP 68, safe against flooding and dust

Permanent, on-street or off-street

-40° F to +120° F (-40° C to +50° C) 

ZELT loops count a cyclist on a busy bi-directional bike 

lane in the center of a city.

On a picturesque greenway, a ZELT counter captures 

two cyclists riding in close procession.

ZELT in Pavement and Soil

Range No Direction Detection Bidirectional Detection 

3' - 6' (1.0 m - 1.5 m) $2,555 $3,105

7' - 12' (2.4 m - 3.5 m) $2,805 $3,605

12' - 16' (3.5 m - 5.0 m) $3,055 $3,875

16' - 22' (5.0 m - 6.0 m) $3,305 $4,475

Cyclist Counters
Counts

Range

Installation

Direction detection

Battery life

Memory

Weatherproofness

Temperature

Log & Collect Count Support Analyze & Share

Sensor: Patented ZELT inductive loops are used to detect passing cars and buses, with the

possibility of distinguishing between the two vehicle types. This system is designed to be installed

on roads with light use, such as entrances to natural areas and parking lots.

Installation: Pavement installation involves cutting a rectangle into the lane to lay the loop wire.

Soil installations require digging a shallow trench in the path to lay the preformed ZELT loops. In

both cases, a manhole containing the logger, sensor and battery is buried to the side. With all

elements in the ground, the system is hidden and protected from vandalism.

Vehicles, car/bus differentiation is available

1 or 2 vehicle lanes

Pricing notes:

1. The preformed loops for soft soil installations are no extra charge, but must be ordered specifically. 

Available, see below

1 or 2 years, depending on range

At least 11 months

IP 68, safe against flooding and dust

Permanent

-40° F to +120° F (-40° C to +50° C) 

ZELT for cars and bus loops count vehicles on a rural 

access road.

Inductive loops are installed to count cars and buses 

entering a World Heritage Site.

ZELT for Cars and Buses 

Range No Direction Detection Bidirectional Detection 

1 lane, all vehicles $2,555 $2,955

1 lane, classify cars and buses $2,780 $2,955

2 lanes, classify cars and buses $3,005 $3,405

Multi-Use Counters
Log & Collect Count Support Analyze & Share

Item Price

1-hour interval (default) Included

15-minute interval $200

Eco-Counter systems, by default, record data in

hourly intervals.

Many projects benefit from more detailed count

data. If you are looking to more closely capture

trends within your data, it is possible to have data

logged in 15-minute counting intervals for an

additional one-time fee.

Collecting Count Data Data Recording Intervals

Collecting Count Data Data Transmission

Eco-Counter offers two methods to collect the data from your counters –

automatic data transmission or manual download. Once sent, your data is

stored on a secure and centralized server after transmission, so you don’t have

to worry about accidentally lost or deleted data.

Manual on-site download:

• Access the counter on-site to retrieve data via Bluetooth with a Windows

laptop or Android device.

• Eco-Counter’s specialized data-download app facilitates the transfer.

• Manual data download is standard with every counter at no additional cost.

Automatic data transmission:

• Counters send data automatically every day via cellular networks.

• No need to physically access the counter.

• Eco-Alert system sends a notification if there are unusually high or low

counts, or missing counts.

• If 2 or more of your counters use automatic data transmission, an Eco-Visio

Professional License is included!

Item Price

Manual data transmission Included

Automatic data transmission $420 per counter per year

MANUAL AUTOMATIC
Log & Collect Support Analyze & Share Count

Eco-Visio is Eco-Counter`s online data visualization platform, specifically

dedicated to the analysis of pedestrian and cyclist count data.

Eco-Visio presents your count data in the form of easy-to-use dashboards,

accessible from your smartphone, tablet or computer. Your count data can be

viewed at any time and preferred data analyses are saved and automatically

updated when new data is available.

Organize and personalize your

dashboards with over a dozen data

analysis modules, including:

• Automatically-generated key figures

• Trend graphs over time

• Heat mapping of counter locations

Export analyses directly or download the

data in Excel format – Eco-Visio allows you

to easily share your count data with

partners straight from the platform.

Go one step further with your data and

export it as a personalized PDF report. No

need to wait for us to send it, it’s ready

when you are.

Analyze & Share Eco-Visio Platform

Eye-catching

charts

Instant key 

figures

Dynamic 

dashboards
Log & Collect Support Analyze & Share Count

Item Price

Eco-Visio Weather Module $950 one-time fee

The weather module offers precise, counter-specific meteorological data,

including a wide-variety of indicators, such as:

Eco-Visio Weather makes it possible to understand the effect of temperature,

wind, rainfall, and snow on cycling and pedestrian volumes. Our advanced

integrated module overlays the most up to date, local weather on your count

data.

No matter where you are, precise weather

data is available for counters anywhere in

the world. Weather data is specific to the

location of each counter and therefore

varies across your counting sites.

Weather indicators are available (and

updated) on an hourly basis, with the

exception for snowfall, where the data

represents total daily snowfall. Historical

weather data is also available immediately

for all counters.

Analyze & Share Eco-Visio Weather

Explain

anomalies in 

count data

Capture 

seasonal

trends

Predict daily

and monthly

demand

Inform

infrastructure 

maintenance 

practices
Log & Collect Support Analyze & Share Count

Our dedicated support team is here to

answer any questions you might have

about the installation of your counters or

the analysis of your data. Quick and

friendly support is available via email

and toll-free phone.

The vast majority of our clients install

Eco-Counters themselves, using a

contractor or their own crew, by

following our detailed technical

sheets, installation guides and videos.

Certain counters, such as the EcoDisplay Classic or CITIX, may require

installation assistance due to the

high-performance requirements of

the installation.

On-site assistance for your installation crew or data analysis staff is also

available.

On-site assistance is $1000 per day, plus travel and operational expenses. We do

our best to keep this as affordable as possible.

Item Price

Installation Assistance $1000+ per day

Item Price

Technical Support & Assistance Included

Client satisfaction and unparalleled

technical support are foundational

pillars of Eco-Counter. No matter

when you bought your counter, our

technical support is and always will

be free.

Support Technical Support

Support Installation Assistance
www.eco-counter.com 
QUOTE

Quote Number : D-046212

Customer Number : Eco-Counter

604-3981 Boul. Saint-Laurent

Montreal, Quebec

H2W 1Y5, Canada

Contact : Neal Poku

Email : neal.poku@eco-counter.com

Phone : (514) 849-9779

FHWA - Western Federal Lands - Two Bike - Vehicle Counter for Oregon Corridor Date : 7/9/2019

FHWA – Western Federal Lands

610 East Fifth Street

Vancouver, WA

98661, United States

Contact : Matt Hinshaw

Subject

Customer Delivery address if different

Code Description Unit Price Qty Price

ZELT RANGE: Q-36893-2 2 $ 10,450.00

XGCZC0017 ZELT Selective Counter - No Direction - 4 Loops $ 3,225.00 2 $ 6,450.00

ZA1 1 ZELT for Cars $ 1,000.00 2 $ 2,000.00

2 $ 1,300.00 CONNEX Electronic Interface for Traffic Management Systems (including Dry Contact 

Power Converter and Backup Battery) 754 $ 650.00

Data collection + actuation of flashing sign.

756 15-minute interval data recording $ 200.00 2 $ 400.00

512 Rainbird Manhole for 5 loops or more for soil installation $ 150.00 2 $ 300.00

ZELT RANGE: Q-36893-3 2 $ 9,400.00

XGCZC0017 ZELT Selective Counter - No Direction - 4 Loops $ 3,225.00 2 $ 6,450.00

ZA1 1 ZELT for Cars $ 1,000.00 2 $ 2,000.00

899 Double Battery Pack - ZELT + GSM - 4-Pin Connector (Red Disk) $ 125.00 2 $ 250.00

756 15-minute interval data recording $ 200.00 2 $ 400.00

512 Rainbird Manhole for 5 loops or more for soil installation $ 150.00 2 $ 300.00

Data Collection only.

SH96966666 Shipping $ 140.00 1 $ 140.00

All prices are in US dollars 

Payment by check within 30 days 

ACH / EFT / Direct Deposit possible 

Delivery lead time 4 to 5 weeks 

Please provide tax ID for customs clearance 

Total $ 19,990.00

1 / 1
Traffic Safety Supply

2324 SE Umatilla Street

Portland, OR 97202

Phone: (503) 235-8531

Fax: (503) 235-5112

CSR: Brittnee Hernandez

SALES QUOTE

Quote Number Date Customer Number

SQN00010709 07-02-19 C004703

Quote valid for 30 days.

Contractor - Quotes

Portland, OR 97202

Contact Name: Matt Hinshaw

Phone Number: (360) 619-7677

Customer:

Project: ODOT BEACONS W/ ECO COUNTER

Freight Terms: PREPAID

Product Description Quantity Price Extended Price

DP03828 BEACON, SINGLE HEAD, 12",

AMBER, VERTICAL MOUNT,

BLACK HOUSING, BLACK ARMS

 4.00 EA $490.00 $1,960.00

DP03741 CONTROLLER, 12V, SUNSAVER,

108045, HOLLOW, RADIO,

30-WATT SOLAR,

35 AHR BATTERY

 2.00 EA $1,960.00 $3,920.00

W11-1-36X36-VIP-01 W11-1,BIKE SYM,

36"X36",BLK/YEL,VIP,

5052,.080",STD H&C

 2.00 EA $90.00 $180.00

W16-9P-24X12-VIP-01 W16-9P,AHEAD,

24"X12",BLK/YEL,VIP,

5052,.080",STD H&C

 2.00 EA $20.00 $40.00

KIT-THDW-450-SNGL THDW-450 BRACKET, SNGL,

FOR 4.5" OD POLE

 8.00 EA $14.75 $118.00

DP03412 THDW-450/455, SIGN BRACKET,

FOR 4.5" PIPE

 8.00 EA $0.00 $0.00

Page 1 of 4

All materials used in this contract are guaranteed to be as specified, and the entire job is to be done in a neat and workmanlike 

manner. Any deviation or alteration from the specifications herein agreed upon involving extra cost of labor and/or materials will be 

accepted only upon a written order of instructions, and will become an extra charge over costs as mentioned in this contract.

Will call orders will be invoiced and customer will be notified upon completion.
Traffic Safety Supply

2324 SE Umatilla Street

Portland, OR 97202

Phone: (503) 235-8531

Fax: (503) 235-5112

CSR: Brittnee Hernandez

SALES QUOTE

Quote Number Date Customer Number

SQN00010709 07-02-19 C004703

Quote valid for 30 days.

Product Description Quantity Price Extended Price

DP03414 THDW-450/455, U-BOLT,

5/16" X 4-3/4" X 4-3/4" ZINC,

FOR 4.5" PIPE

 8.00 EA $0.00 $0.00

DP03415 THDW-450/455, NYLOC NUT,

5/16" STAINLESS STEEL,

FOR 4.5" PIPE

 16.00 EA $0.00 $0.00

DP03416 THDW-450/455, WASHER,

5/16" STAINLESS STEEL,

FOR 4.5" PIPE

 16.00 EA $0.00 $0.00

DP03434 BOLT, HEX HEAD CAP SCREW,

ZINC, W/NEOPRENE WASHER,

5/16" X 1/2"

 8.00 EA $0.00 $0.00

KIT-PP-45-AL-16-18 ALUMINUM POST PACKAGE, 16' X

4.5" OD, W/ 18" J-BOLTS

 2.00 EA $770.00 $1,540.00

DP00761 POST, ALUM ROUND PIPE,

THREADED, 4.5'' SCH 40, 16FT

 2.00 EA $0.00 $0.00

DP00747 POST, PEDESTAL BASE 2.00 EA $0.00 $0.00

DP00749 HDW, GALVANIZED J BOLT

3/4" X 18" X 4" X 6"

 8.00 EA $0.00 $0.00

DP00751 HDW, GALVANIZED HEX NUT, 

3/4''

 16.00 EA $0.00 $0.00

Page 2 of 4

All materials used in this contract are guaranteed to be as specified, and the entire job is to be done in a neat and workmanlike 

manner. Any deviation or alteration from the specifications herein agreed upon involving extra cost of labor and/or materials will be 

accepted only upon a written order of instructions, and will become an extra charge over costs as mentioned in this contract.

Will call orders will be invoiced and customer will be notified upon completion.
Traffic Safety Supply

2324 SE Umatilla Street

Portland, OR 97202

Phone: (503) 235-8531

Fax: (503) 235-5112

CSR: Brittnee Hernandez

SALES QUOTE

Quote Number Date Customer Number

SQN00010709 07-02-19 C004703

Quote valid for 30 days.

Product Description Quantity Price Extended Price

DP00752 HDW, GALVANIZED PLATE

WASHER, 3/4'' X 3''OD X 1/4''

 16.00 EA $0.00 $0.00

BL03104 TEMPLATE FOR J-BOLT, 

ALUMINUM

 2.00 EA $0.00 $0.00

DP00748 POST, LOCKING COLLAR

FOR PEDESTAL BASE

 2.00 EA $0.00 $0.00

Total Before Tax $7,758.00

DES Fee $58.96

Tax $0.00

Order Total $7,816.96

Page 3 of 4

All materials used in this contract are guaranteed to be as specified, and the entire job is to be done in a neat and workmanlike 

manner. Any deviation or alteration from the specifications herein agreed upon involving extra cost of labor and/or materials will be 

accepted only upon a written order of instructions, and will become an extra charge over costs as mentioned in this contract.

Will call orders will be invoiced and customer will be notified upon completion.
Traffic Safety Supply

2324 SE Umatilla Street

Portland, OR 97202

Phone: (503) 235-8531

Fax: (503) 235-5112

CSR: Brittnee Hernandez

SALES QUOTE

Quote Number Date Customer Number

SQN00010709 07-02-19 C004703

Quote valid for 30 days.

1. PRICING REFLECTS DISCOUNT ALLOWED ON

WA STATE CONTRACT #04616 FOR INTELLIGENT

TRANSPORTATION SYSTEM EQUIPMENT 2. THIS

IS A DELIVERED PRICE TO BEND, OR.

2. FURNISH ONLY, INSTALLATION NOT INCLUDED

3. SOLAR POWERED EQUIPMENT REQUIRES NO

SHADING OR OBSTRUCTIONS

4. CUSTOMER TO SUPPLY ECO COUNTER

5. EQUIPMENT HAS NOT BEEN U.L TESTED. CUSTOMER

SHALL ACCEPT RESPONSIBILITY OF CERTIFYING

EQUIPMENT SHOULD IT BE REQUIRED

6. LEAD TIME IS 6-8 WEEKS ARO

7. LEAD TIME MAY BE SUBJECT TO CHANGE ARO

Page 4 of 4

All materials used in this contract are guaranteed to be as specified, and the entire job is to be done in a neat and workmanlike 

manner. Any deviation or alteration from the specifications herein agreed upon involving extra cost of labor and/or materials will be 

accepted only upon a written order of instructions, and will become an extra charge over costs as mentioned in this contract.

Will call orders will be invoiced and customer will be notified upon completion.
Appendix G: 2019 

Traffic Data
This page intentionally left blank 
Date Greenlakes - 

TUBE538 Cars

Elk Lake - 

TUBE540 Cars

North of S. Century - 

TUBE541 Cars

South of S. Century - 

TUBE542 Cars

East of Green 

Lakes 

Intersection

South of Elk 

Lake Resort 

Intersection

North of S. 

Century Dr. 

Intersection

South of S. 

Century Dr. 

Intersection

Thu, Jul 25, 2019 12:00 AM 0 0 0 0 Day of Week Daily Traffic Daily Traffic Daily Traffic Daily Traffic

Thu, Jul 25, 2019 01:00 AM 0 0 0 0 7/25/2019 Thursday 1699 772 518 571

Thu, Jul 25, 2019 02:00 AM 0 0 0 0 7/26/2019 Friday 2299 1552 971 904

Thu, Jul 25, 2019 03:00 AM 0 0 0 0 7/27/2019 Saturday 3411 2170 1102 1084

Thu, Jul 25, 2019 04:00 AM 0 0 0 0 7/28/2019 Sunday 3154 2074 1305 1186

Thu, Jul 25, 2019 05:00 AM 0 0 0 0 7/29/2019 Monday 1805 1018 554 564

Thu, Jul 25, 2019 06:00 AM 0 0 0 0 7/30/2019 Tuesday 1802 946 469 547

Thu, Jul 25, 2019 07:00 AM 0 0 0 0 7/31/2019 Wednesday 1803 960 507 572

Thu, Jul 25, 2019 08:00 AM 29 27 6 4

Thu, Jul 25, 2019 09:00 AM 72 9 5 1 2282 1356 775 775

Thu, Jul 25, 2019 10:00 AM 94 5 1 3 3283 2122 1204 1135

Thu, Jul 25, 2019 11:00 AM 138 77 6 15 2955 1932 1126 1058

Thu, Jul 25, 2019 12:00 PM 164 118 61 81 1777 924 512 564

Thu, Jul 25, 2019 01:00 PM 202 133 43 75

Thu, Jul 25, 2019 02:00 PM 207 80 61 80

Thu, Jul 25, 2019 03:00 PM 176 13 76 85

Thu, Jul 25, 2019 04:00 PM 171 47 65 56

Thu, Jul 25, 2019 05:00 PM 149 96 65 68

Thu, Jul 25, 2019 06:00 PM 114 63 47 37

Thu, Jul 25, 2019 07:00 PM 75 41 28 24

Thu, Jul 25, 2019 08:00 PM 51 25 22 19

Thu, Jul 25, 2019 09:00 PM 34 25 16 13

Thu, Jul 25, 2019 10:00 PM 15 9 12 7

Thu, Jul 25, 2019 11:00 PM 8 4 4 3

Fri, Jul 26, 2019 12:00 AM 7 0 1 0

Fri, Jul 26, 2019 01:00 AM 1 1 2 2

Fri, Jul 26, 2019 02:00 AM 0 0 0 0

Fri, Jul 26, 2019 03:00 AM 0 0 1 0

Fri, Jul 26, 2019 04:00 AM 6 3 1 0

Fri, Jul 26, 2019 05:00 AM 17 4 2 3

Fri, Jul 26, 2019 06:00 AM 34 13 9 15

Fri, Jul 26, 2019 07:00 AM 36 14 14 14

Fri, Jul 26, 2019 08:00 AM 96 55 31 30

Fri, Jul 26, 2019 09:00 AM 120 68 53 59

Fri, Jul 26, 2019 10:00 AM 155 111 74 78

Fri, Jul 26, 2019 11:00 AM 184 116 76 72

Fri, Jul 26, 2019 12:00 PM 168 169 67 72

Fri, Jul 26, 2019 01:00 PM 239 148 97 88

Fri, Jul 26, 2019 02:00 PM 220 135 74 68

Fri, Jul 26, 2019 03:00 PM 213 161 102 86

Fri, Jul 26, 2019 04:00 PM 213 147 92 91

Fri, Jul 26, 2019 05:00 PM 179 125 73 71

Fri, Jul 26, 2019 06:00 PM 125 74 57 58

Fri, Jul 26, 2019 07:00 PM 116 83 46 33

Fri, Jul 26, 2019 08:00 PM 102 76 46 17

Resultant ADT =

Saturday/Sunday ADT =

Fri/Sat/Sun ADT =

M-Th ADT =

Vehicular Data

Appendix G - 2019 Traffic Data
Fri, Jul 26, 2019 09:00 PM 36 27 37 37

Fri, Jul 26, 2019 10:00 PM 23 17 137

Fri, Jul 26, 2019 11:00 PM9533

Sat, Jul 27, 2019 12:00 AM3441

Sat, Jul 27, 2019 01:00 AM1021

Sat, Jul 27, 2019 02:00 AM1000

Sat, Jul 27, 2019 03:00 AM4101

Sat, Jul 27, 2019 04:00 AM4005

Sat, Jul 27, 2019 05:00 AM 21326

Sat, Jul 27, 2019 06:00 AM 37 18 139

Sat, Jul 27, 2019 07:00 AM 116 70 18 19

Sat, Jul 27, 2019 08:00 AM 135 93 47 52

Sat, Jul 27, 2019 09:00 AM 189 100 74 62

Sat, Jul 27, 2019 10:00 AM 230 158 106 95

Sat, Jul 27, 2019 11:00 AM 358 227 114 94

Sat, Jul 27, 2019 12:00 PM 317 221 78 91

Sat, Jul 27, 2019 01:00 PM 336 244 107 113

Sat, Jul 27, 2019 02:00 PM 337 240 93 106

Sat, Jul 27, 2019 03:00 PM 278 180 119 121

Sat, Jul 27, 2019 04:00 PM 269 201 77 94

Sat, Jul 27, 2019 05:00 PM 206 162 62 59

Sat, Jul 27, 2019 06:00 PM 216 91 63 56

Sat, Jul 27, 2019 07:00 PM 147 73 59 48

Sat, Jul 27, 2019 08:00 PM 136 53 37 33

Sat, Jul 27, 2019 09:00 PM 47 23 17 12

Sat, Jul 27, 2019 10:00 PM 17564

Sat, Jul 27, 2019 11:00 PM6342

Sun, Jul 28, 2019 12:00 AM3041

Sun, Jul 28, 2019 01:00 AM0001

Sun, Jul 28, 2019 02:00 AM1000

Sun, Jul 28, 2019 03:00 AM1030

Sun, Jul 28, 2019 04:00 AM5013

Sun, Jul 28, 2019 05:00 AM6146

Sun, Jul 28, 2019 06:00 AM 35 16 15 12

Sun, Jul 28, 2019 07:00 AM 92 55 20 16

Sun, Jul 28, 2019 08:00 AM 118 67 40 34

Sun, Jul 28, 2019 09:00 AM 185 101 79 63

Sun, Jul 28, 2019 10:00 AM 259 185 130 118

Sun, Jul 28, 2019 11:00 AM 293 193 136 116

Sun, Jul 28, 2019 12:00 PM 348 233 149 128

Sun, Jul 28, 2019 01:00 PM 304 247 159 140

Sun, Jul 28, 2019 02:00 PM 309 241 154 148

Sun, Jul 28, 2019 03:00 PM 294 211 101 91

Sun, Jul 28, 2019 04:00 PM 250 170 90 97

Sun, Jul 28, 2019 05:00 PM 188 126 81 86

Sun, Jul 28, 2019 06:00 PM 187 104 59 49

Sun, Jul 28, 2019 07:00 PM 138 59 45 44

Sun, Jul 28, 2019 08:00 PM 73 32 17 20

Sun, Jul 28, 2019 09:00 PM 41 27 12 10
Sun, Jul 28, 2019 10:00 PM 15

231

Sun, Jul 28, 2019 11:00 PM9432

Mon, Jul 29, 2019 12:00 AM3100

Mon, Jul 29, 2019 01:00 AM0000

Mon, Jul 29, 2019 02:00 AM0001

Mon, Jul 29, 2019 03:00 AM0000

Mon, Jul 29, 2019 04:00 AM0020

Mon, Jul 29, 2019 05:00 AM 14222

Mon, Jul 29, 2019 06:00 AM 225 115

Mon, Jul 29, 2019 07:00 AM 38 20 17 16

Mon, Jul 29, 2019 08:00 AM 71 29 24 24

Mon, Jul 29, 2019 09:00 AM 122 68 25 37

Mon, Jul 29, 2019 10:00 AM 137 100 49 55

Mon, Jul 29, 2019 11:00 AM 162 91 55 59

Mon, Jul 29, 2019 12:00 PM 161 109 49 47

Mon, Jul 29, 2019 01:00 PM 173 101 51 58

Mon, Jul 29, 2019 02:00 PM 176 90 61 52

Mon, Jul 29, 2019 03:00 PM 169 108 54 48

Mon, Jul 29, 2019 04:00 PM 145 81 45 47

Mon, Jul 29, 2019 05:00 PM 133 78 38 49

Mon, Jul 29, 2019 06:00 PM 133 60 25 23

Mon, Jul 29, 2019 07:00 PM 74 35 21 23

Mon, Jul 29, 2019 08:00 PM 36 26 12 11

Mon, Jul 29, 2019 09:00 PM 26986

Mon, Jul 29, 2019 10:00 PM5341

Mon, Jul 29, 2019 11:00 PM5210

Tue, Jul 30, 2019 12:00 AM2300

Tue, Jul 30, 2019 01:00 AM2000

Tue, Jul 30, 2019 02:00 AM4100

Tue, Jul 30, 2019 03:00 AM2110

Tue, Jul 30, 2019 04:00 AM3010

Tue, Jul 30, 2019 05:00 AM9222

Tue, Jul 30, 2019 06:00 AM 2888 13

Tue, Jul 30, 2019 07:00 AM 39 15 14 12

Tue, Jul 30, 2019 08:00 AM 72 32 18 23

Tue, Jul 30, 2019 09:00 AM 99 48 28 25

Tue, Jul 30, 2019 10:00 AM 153 69 41 42

Tue, Jul 30, 2019 11:00 AM 155 91 43 44

Tue, Jul 30, 2019 12:00 PM 169 120 39 56

Tue, Jul 30, 2019 01:00 PM 177 80 34 50

Tue, Jul 30, 2019 02:00 PM 176 96 51 58

Tue, Jul 30, 2019 03:00 PM 163 96 54 57

Tue, Jul 30, 2019 04:00 PM 158 76 45 46

Tue, Jul 30, 2019 05:00 PM 129 61 33 42

Tue, Jul 30, 2019 06:00 PM 99 57 24 32

Tue, Jul 30, 2019 07:00 PM 71 46 14 15

Tue, Jul 30, 2019 08:00 PM 47 27 13 21

Tue, Jul 30, 2019 09:00 PM 19 1337

Tue, Jul 30, 2019 10:00 PM 18221
Tue, Jul 30, 2019 11:00 PM

8211

Wed, Jul 31, 2019 12:00 AM0112

Wed, Jul 31, 2019 01:00 AM0000

Wed, Jul 31, 2019 02:00 AM1000

Wed, Jul 31, 2019 03:00 AM1000

Wed, Jul 31, 2019 04:00 AM4211

Wed, Jul 31, 2019 05:00 AM8113

Wed, Jul 31, 2019 06:00 AM 228 146

Wed, Jul 31, 2019 07:00 AM 44 1469

Wed, Jul 31, 2019 08:00 AM 68 39 15 11

Wed, Jul 31, 2019 09:00 AM 86 44 38 32

Wed, Jul 31, 2019 10:00 AM 120 66 34 43

Wed, Jul 31, 2019 11:00 AM 166 92 49 52

Wed, Jul 31, 2019 12:00 PM 171 105 57 50

Wed, Jul 31, 2019 01:00 PM 173 94 49 59

Wed, Jul 31, 2019 02:00 PM 184 97 56 64

Wed, Jul 31, 2019 03:00 PM 161 86 49 67

Wed, Jul 31, 2019 04:00 PM 171 92 33 39

Wed, Jul 31, 2019 05:00 PM 141 88 31 52

Wed, Jul 31, 2019 06:00 PM 118 65 28 35

Wed, Jul 31, 2019 07:00 PM 82 36 19 22

Wed, Jul 31, 2019 08:00 PM 54 23 16 19

Wed, Jul 31, 2019 09:00 PM 13794

Wed, Jul 31, 2019 10:00 PM7001

Wed, Jul 31, 2019 11:00 PM8011

Thu, Aug 1, 2019 12:00 AM3300

Thu, Aug 1, 2019 01:00 AM2010

Thu, Aug 1, 2019 02:00 AM1310

Thu, Aug 1, 2019 03:00 AM0000

Thu, Aug 1, 2019 04:00 AM0242

Thu, Aug 1, 2019 05:00 AM 11213

Thu, Aug 1, 2019 06:00 AM 17 1013

Thu, Aug 1, 2019 07:00 AM 46 25 13 10

Thu, Aug 1, 2019 08:00 AM 45 40 19 20

Thu, Aug 1, 2019 09:00 AM 86 42 63 39

Thu, Aug 1, 2019 10:00 AM 151 8490

Thu, Aug 1, 2019 11:00 AM 405 332

Thu, Aug 1, 2019 12:00 PM61 191

Thu, Aug 1, 2019 01:00 PM0000

Thu, Aug 1, 2019 02:00 PM0000

Thu, Aug 1, 2019 03:00 PM0000

Thu, Aug 1, 2019 04:00 PM0000

Thu, Aug 1, 2019 05:00 PM0000

Thu, Aug 1, 2019 06:00 PM0000

Thu, Aug 1, 2019 07:00 PM0000

Thu, Aug 1, 2019 08:00 PM0000

Thu, Aug 1, 2019 09:00 PM0000

Thu, Aug 1, 2019 10:00 PM0000

Thu, Aug 1, 2019 11:00 PM0000
Date Greenlakes - TUBE538 

Cyclists

Elk Lake - TUBE540 

Cyclists

North of S. Century -

TUBE541 Cyclists

South of S. Century - 

TUBE542 Cyclists East of Green 

Lakes Intersection

South of Elk Lake 

Resort 

Intersection

North of S. 

Century Dr. 

Intersection

South of S. 

Century Dr. 

Intersection

Thu, Jul 25, 2019 12:00 AM 0 0 0 0 Day of Week Daily Bicyclists Daily Bicyclists Daily Bicyclists Daily Bicyclists

Thu, Jul 25, 2019 01:00 AM 0 0 0 0 7/25/2019 Thursday 13 8 8 5

Thu, Jul 25, 2019 02:00 AM 0 0 0 0 7/26/2019 Friday 1 8 3 9

Thu, Jul 25, 2019 03:00 AM 0 0 0 0 7/27/2019 Saturday 2 10 5 4

Thu, Jul 25, 2019 04:00 AM 0 0 0 0 7/28/2019 Sunday 2 7 1 0

Thu, Jul 25, 2019 05:00 AM 0 0 0 0 7/29/2019 Monday 0 13 5 5

Thu, Jul 25, 2019 06:00 AM 0 0 0 0 7/30/2019 Tuesday 0 6 1 2

Thu, Jul 25, 2019 07:00 AM 0 0 0 0 7/31/2019 Wednesday 0 10 1 1

Thu, Jul 25, 2019 08:00 AM 1 2 2 0

Thu, Jul 25, 2019 09:00 AM 6 0 0 1 3 9 3 4

Thu, Jul 25, 2019 10:00 AM 5 1 2 0 2 9 3 2

Thu, Jul 25, 2019 11:00 AM 0 3 0 1 2 8 3 4

Thu, Jul 25, 2019 12:00 PM 1 0 1 1 3 9 4 3

Thu, Jul 25, 2019 01:00 PM 0 0 1 1

Thu, Jul 25, 2019 02:00 PM 0 1 2 0

Thu, Jul 25, 2019 03:00 PM 0 1 0 0

Thu, Jul 25, 2019 04:00 PM 0 0 0 0

Thu, Jul 25, 2019 05:00 PM 0 0 0 0

Thu, Jul 25, 2019 06:00 PM 0 0 0 1

Thu, Jul 25, 2019 07:00 PM 0 0 0 0

Thu, Jul 25, 2019 08:00 PM 0 0 0 0

Thu, Jul 25, 2019 09:00 PM 0 0 0 0

Thu, Jul 25, 2019 10:00 PM 0 0 0 0

Thu, Jul 25, 2019 11:00 PM 0 0 0 0

Fri, Jul 26, 2019 12:00 AM 0 0 0 0

Fri, Jul 26, 2019 01:00 AM 0 0 0 0

Fri, Jul 26, 2019 02:00 AM 0 0 0 0

Fri, Jul 26, 2019 03:00 AM 0 0 0 0

Fri, Jul 26, 2019 04:00 AM 0 0 0 0

Fri, Jul 26, 2019 05:00 AM 0 0 0 0

Fri, Jul 26, 2019 06:00 AM 0 0 0 0

Fri, Jul 26, 2019 07:00 AM 0 0 0 0

Fri, Jul 26, 2019 08:00 AM 0 0 0 1

Fri, Jul 26, 2019 09:00 AM 0 0 0 0

Fri, Jul 26, 2019 10:00 AM 0 0 1 2

Fri, Jul 26, 2019 11:00 AM 1 1 1 4

Fri, Jul 26, 2019 12:00 PM 0 0 0 0

Fri, Jul 26, 2019 01:00 PM 0 0 0 0

Fri, Jul 26, 2019 02:00 PM 0 0 1 1

Fri, Jul 26, 2019 03:00 PM 0 4 0 1

Fri, Jul 26, 2019 04:00 PM 0 1 0 0

Fri, Jul 26, 2019 05:00 PM 0 1 0 0

Fri, Jul 26, 2019 06:00 PM 0 1 0 0

Fri, Jul 26, 2019 07:00 PM 0 0 0 0

Fri, Jul 26, 2019 08:00 PM 0 0 0 0

Fri, Jul 26, 2019 09:00 PM 0 0 0 0

Fri, Jul 26, 2019 10:00 PM 0 0 0 0

Fri, Jul 26, 2019 11:00 PM 0 0 0 0

Sat, Jul 27, 2019 12:00 AM 0 0 0 0

Resultant ADT =

Saturday/Sunday ADT =

Fri/Sat/Sun ADT =

M-Th ADT =

Bicyclist Data
Sat, Jul 27, 2019 01:00 AM

0000

Sat, Jul 27, 2019 02:00 AM0000

Sat, Jul 27, 2019 03:00 AM0000

Sat, Jul 27, 2019 04:00 AM0000

Sat, Jul 27, 2019 05:00 AM0000

Sat, Jul 27, 2019 06:00 AM0000

Sat, Jul 27, 2019 07:00 AM1000

Sat, Jul 27, 2019 08:00 AM0000

Sat, Jul 27, 2019 09:00 AM0000

Sat, Jul 27, 2019 10:00 AM0000

Sat, Jul 27, 2019 11:00 AM0022

Sat, Jul 27, 2019 12:00 PM0000

Sat, Jul 27, 2019 01:00 PM0100

Sat, Jul 27, 2019 02:00 PM0220

Sat, Jul 27, 2019 03:00 PM0200

Sat, Jul 27, 2019 04:00 PM0211

Sat, Jul 27, 2019 05:00 PM0200

Sat, Jul 27, 2019 06:00 PM0101

Sat, Jul 27, 2019 07:00 PM1000

Sat, Jul 27, 2019 08:00 PM0000

Sat, Jul 27, 2019 09:00 PM0000

Sat, Jul 27, 2019 10:00 PM0000

Sat, Jul 27, 2019 11:00 PM0000

Sun, Jul 28, 2019 12:00 AM0000

Sun, Jul 28, 2019 01:00 AM0000

Sun, Jul 28, 2019 02:00 AM0000

Sun, Jul 28, 2019 03:00 AM0000

Sun, Jul 28, 2019 04:00 AM0000

Sun, Jul 28, 2019 05:00 AM0000

Sun, Jul 28, 2019 06:00 AM0000

Sun, Jul 28, 2019 07:00 AM0000

Sun, Jul 28, 2019 08:00 AM0000

Sun, Jul 28, 2019 09:00 AM0000

Sun, Jul 28, 2019 10:00 AM1000

Sun, Jul 28, 2019 11:00 AM0000

Sun, Jul 28, 2019 12:00 PM1000

Sun, Jul 28, 2019 01:00 PM0100

Sun, Jul 28, 2019 02:00 PM0010

Sun, Jul 28, 2019 03:00 PM0100

Sun, Jul 28, 2019 04:00 PM0200

Sun, Jul 28, 2019 05:00 PM0000

Sun, Jul 28, 2019 06:00 PM0300

Sun, Jul 28, 2019 07:00 PM0000

Sun, Jul 28, 2019 08:00 PM0000

Sun, Jul 28, 2019 09:00 PM0000

Sun, Jul 28, 2019 10:00 PM0000

Sun, Jul 28, 2019 11:00 PM0000

Mon, Jul 29, 2019 12:00 AM0000

Mon, Jul 29, 2019 01:00 AM0000

Mon, Jul 29, 2019 02:00 AM0000

Mon, Jul 29, 2019 03:00 AM0000

Mon, Jul 29, 2019 04:00 AM0000
Mon, Jul 29, 2019 05:00 AM

0000

Mon, Jul 29, 2019 06:00 AM0000

Mon, Jul 29, 2019 07:00 AM0000

Mon, Jul 29, 2019 08:00 AM0000

Mon, Jul 29, 2019 09:00 AM0000

Mon, Jul 29, 2019 10:00 AM0000

Mon, Jul 29, 2019 11:00 AM0055

Mon, Jul 29, 2019 12:00 PM0000

Mon, Jul 29, 2019 01:00 PM0100

Mon, Jul 29, 2019 02:00 PM0000

Mon, Jul 29, 2019 03:00 PM0400

Mon, Jul 29, 2019 04:00 PM0300

Mon, Jul 29, 2019 05:00 PM0400

Mon, Jul 29, 2019 06:00 PM0100

Mon, Jul 29, 2019 07:00 PM0000

Mon, Jul 29, 2019 08:00 PM0000

Mon, Jul 29, 2019 09:00 PM0000

Mon, Jul 29, 2019 10:00 PM0000

Mon, Jul 29, 2019 11:00 PM0000

Tue, Jul 30, 2019 12:00 AM0000

Tue, Jul 30, 2019 01:00 AM0000

Tue, Jul 30, 2019 02:00 AM0000

Tue, Jul 30, 2019 03:00 AM0000

Tue, Jul 30, 2019 04:00 AM0000

Tue, Jul 30, 2019 05:00 AM0000

Tue, Jul 30, 2019 06:00 AM0000

Tue, Jul 30, 2019 07:00 AM0000

Tue, Jul 30, 2019 08:00 AM0000

Tue, Jul 30, 2019 09:00 AM0000

Tue, Jul 30, 2019 10:00 AM0001

Tue, Jul 30, 2019 11:00 AM0001

Tue, Jul 30, 2019 12:00 PM0200

Tue, Jul 30, 2019 01:00 PM0010

Tue, Jul 30, 2019 02:00 PM0100

Tue, Jul 30, 2019 03:00 PM0000

Tue, Jul 30, 2019 04:00 PM0100

Tue, Jul 30, 2019 05:00 PM0100

Tue, Jul 30, 2019 06:00 PM0100

Tue, Jul 30, 2019 07:00 PM0000

Tue, Jul 30, 2019 08:00 PM0000

Tue, Jul 30, 2019 09:00 PM0000

Tue, Jul 30, 2019 10:00 PM0000

Tue, Jul 30, 2019 11:00 PM0000

Wed, Jul 31, 2019 12:00 AM0000

Wed, Jul 31, 2019 01:00 AM0000

Wed, Jul 31, 2019 02:00 AM0000

Wed, Jul 31, 2019 03:00 AM0000

Wed, Jul 31, 2019 04:00 AM0000

Wed, Jul 31, 2019 05:00 AM0000

Wed, Jul 31, 2019 06:00 AM0000

Wed, Jul 31, 2019 07:00 AM0000

Wed, Jul 31, 2019 08:00 AM0000
Wed, Jul 31, 2019 09:00 AM

0000

Wed, Jul 31, 2019 10:00 AM0000

Wed, Jul 31, 2019 11:00 AM0001

Wed, Jul 31, 2019 12:00 PM0010

Wed, Jul 31, 2019 01:00 PM0100

Wed, Jul 31, 2019 02:00 PM0200

Wed, Jul 31, 2019 03:00 PM0400

Wed, Jul 31, 2019 04:00 PM0200

Wed, Jul 31, 2019 05:00 PM0000

Wed, Jul 31, 2019 06:00 PM0000

Wed, Jul 31, 2019 07:00 PM0000

Wed, Jul 31, 2019 08:00 PM0100

Wed, Jul 31, 2019 09:00 PM0000

Wed, Jul 31, 2019 10:00 PM0000

Wed, Jul 31, 2019 11:00 PM0000

Thu, Aug 1, 2019 12:00 AM0000

Thu, Aug 1, 2019 01:00 AM0000

Thu, Aug 1, 2019 02:00 AM0000

Thu, Aug 1, 2019 03:00 AM0000

Thu, Aug 1, 2019 04:00 AM0000

Thu, Aug 1, 2019 05:00 AM0000

Thu, Aug 1, 2019 06:00 AM0000

Thu, Aug 1, 2019 07:00 AM0000

Thu, Aug 1, 2019 08:00 AM0001

Thu, Aug 1, 2019 09:00 AM0000

Thu, Aug 1, 2019 10:00 AM0001

Thu, Aug 1, 2019 11:00 AM1000

Thu, Aug 1, 2019 12:00 PM1010

Thu, Aug 1, 2019 01:00 PM0000

Thu, Aug 1, 2019 02:00 PM0000

Thu, Aug 1, 2019 03:00 PM0000

Thu, Aug 1, 2019 04:00 PM0000

Thu, Aug 1, 2019 05:00 PM0000

Thu, Aug 1, 2019 06:00 PM0000

Thu, Aug 1, 2019 07:00 PM0000

Thu, Aug 1, 2019 08:00 PM0000

Thu, Aug 1, 2019 09:00 PM0000

Thu, Aug 1, 2019 10:00 PM0000

Thu, Aug 1, 2019 11:00 PM0000
Appendix H: Public Open 

House Materials
This page intentionally left blank 

From: Jim Elliott

To: English-Young, Seth (FHWA)

Subject: Cascades Lakes Highway stude

Date: Thursday, May 2, 2019 7:37:28 AM

I so enjoyed the April 29 open house and the opportunity to see your hard work and

recommendations. I will try to answer your questions briefly and would be glad to respond to

any additional questions. I enjoy the corridor in the shoulder seasons when the mass of visitors

have departed central Oregon.

1) I am a ten year Deschutes County resident so have seen first hand the impacts of increased

corridor use.

2) I visit the corridor more than 12 times per year.

3) I hike, road bike, mt. bike and kayak.

4) I would like to see a wider shoulder for use by cyclists, a rumbled center line, additional

signage for speed limit and use information. And lowered speed limits and congestion signage

at trail head and other pull outs.

My general comments relate to the need to better enforce the speed limits on the road. In light

of other improvements, I believe that drivers will be encouraged to see the highway is

interstate quality and continue to up their excessive speeding.

Thank you for your efforts.

-- 

Jim Elliott

“The best things you do in life are usually for fun and for free”

CASCADE LAKES HIGHWAY CORRIDOR AND BICYCLE FACILITIES STUDY

Open House Project Information Sheet

Monday, April 29, 2019 • 6:00 pm to 8:00 pm • Bend, Oregon

For more information: https://flh.fhwa.dot.gov/projects/or/cascade-lakes/ 

Contact: Seth English-Young, FHWA, 360-619-7803, seth.english-young@dot.gov

Introduction 

The Cascade Lakes Highway is located in Central Oregon, southwest of Bend. The highway is within the Deschutes 

National Forest and provides access to many recreation sites in the Forest. The highway’s underlying ownership is USFS, 

but is maintained by Deschutes County. Deschutes County has become a major tourist and recreation destination. 

Cyclotourism has become popular and there is also a significant and robust local cycling community. An analysis of the 

facility relating to safety and bicycle use has never been performed.

Problem Statement

Through discussion with project partners, research on 

existing conditions, conversations with corridor users, and 

information from the FLAP application, the following 

problems were identified:

• Congestion, especially in the northern section of 

the corridor

• Parking on side of roadway which can cause safety 

issues 

• Sight distance is compromised in some locations, 

due to grades, curves, and vegetation

• Speeding, especially in straightaways

• Unclear signage or lack of advanced signage

• Enforcement of speeding and parking violations is 

limited 

• For some users, low awareness of cyclists and 

pedestrians

Goals and Strategies

This planning project has two main goals and provides 

strategies to meet these goals:

Goal 1: Improve safety for all users of the corridor

Strategies

a. Alleviate congestion in northern part of corridor

b. Remove or limit parking from side of road

c. Improve sight distance

d. Improve signage 

e. Provide geometrical or cross-sectional improvements 

f. Provide education to promote understanding of “rules of 

the road”

g. Increase enforcement of existing or proposed laws

Goal 2: Provide a positive visitor experience 

Strategies

a. Provide safer and more convenient access to 

public lands by improving parking efficiency and 

providing alternate transportation options.

b. Document how changes to the transportation 

network may affect public lands and consider 

when making funding decisions.

Through discussion with project partners, research on existing conditions, 

conversations with corridor users, and information from the County and FS, the 

following problems were identified:

• Congestion, especially in the northern section of the corridor

• Parking on side of roadway which can cause safety issues

• Sight distance is compromised in some locations, due to grades, curves, and 

vegetation

• Speeding, especially in straightaways

• Unclear signage or lack of advanced signage

• Enforcement of speeding and parking violations is limited 

• For some users, low awareness of cyclists and pedestrians

 B

Goal 1: Improve safety for all users of the corridor

Strategies

• Alleviate congestion in northern part of corridor

• Remove or limit parking from side of road

• Improve sight distance

• Improve signage 

• Provide geometrical or cross-sectional improvements 

• Provide education to promote understanding of “rules of the road”

• Increase enforcement of existing or proposed laws

Goal 2: Provide a positive visitor experience 

Strategies

• Provide safer and more convenient access to public lands by improving parking 

efficiency and providing alternate transportation options.

• Document how changes to the transportation network may affect public lands 

and consider when making funding decisions.

n





h d N p

• Public Comment Period: Now to May 31, 2019

• Finalize Study Report: Summer 2019

• Deschutes County and Deschutes National Forest

determine how to proceed

• Explore funding opportunities

n

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