LOS+-7.25.12.xlsx

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LOS+ Multimodal Level of Service for Urban Streets DateSegment General Data Input Sheet

Street Analyst

Limits Scenario

EB(Down Direction on this Sheet)

Pedestrian Walking Speed (ft/s)

4.0

Pedestrian Flow Rate (ped/hr)100



A Street

Existing

1/1/2012

1st Street to 6th Street

FM

Analysis Direction

1st Street

Segment Volume Data Segment Layout and Speed Data Users Must Input Data InVehicle Flow Rate (vph) 100 Segment Length (ft) 1,000 Light Green Shaded Areas

Peak Hour Factor 0.95 Speed Limit (mph) 25

Segment #1 Heavy Vehicle % 2.0% Left Turn Pocket? YesLeft/Right Turns %

2nd StreetSignal 30%

25.0% Avg. Travel Time (s) 30Thru Adj. Sat. (vphgl) 1,800 Avg. Stops (#/veh) 1

Segment Volume Data Segment Layout and Speed DataVehicle Flow Rate (vph) 100 Segment Length (ft) 1,000

Intersection Data

Intersection

Control

Green/Cycle

for Thru (%)


Segment #2 Heavy Vehicle % 2.0% Left Turn Pocket? YesLeft/Right Turns %

3rd StreetSignal 30%



Intersection DataIntersection

ControlGreen/Cyclefor Thru (%)


Segment #3 Heavy Vehicle % 2.0% Left Turn Pocket? Yes

Left/Right Turns %

4th StreetSignal 30%



Intersection Data

IntersectionControl

Green/Cyclefor Thru (%)

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LOS+ Multimodal Level of Service for Urban StreetsStreet Cross-Section Input Data Sheet Street Limits

Segment #1 Analyst DateFrom To

33.0

EB WBYesNo

Street Cross-Section (feet)Shoulder

Sidewalk Buffer Parking Bike Lane Trav. Lane Trav. Lane Trav. Lane Trav. Lane Median4.0 0.0 10.0 5.0 12.0 1.0

0.10 Proportion of Sidewalk Length Adjacent to a Window Display (decimal)0.10 Proportion of Sidewalk Length Adjacent to a Building Face (decimal)0.10 Proportion of Sidewalk Length Adjacent to a Fence or Low Wall (decimal)No Does buffer contain continous barrier at least 3 ft high and average spacing of 20 ft or less? (i. e., trees or bollards)

Segment #2From To

33.0

EB WBYesNo


Sidewalk Buffer Parking Bike Lane Trav. Lane Trav. Lane Trav. Lane Trav. Lane Median4.0 0.0 10.0 5.0 12.0 1.0

0.10 Proportion of Sidewalk Length Adjacent to a Window Display (decimal)0.10 Proportion of Sidewalk Length Adjacent to a Building Face (decimal)0.10 Proportion of Sidewalk Length Adjacent to a Fence or Low Wall (decimal)No Does buffer contain continous barrier at least 3 ft high and average spacing of 20 ft or less? (i. e., trees or bollards)

Segment #3From To

33.0

EB WBYesNo


Sidewalk Buffer Parking Bike Lane Trav. Lane Trav. Lane Trav. Lane Trav. Lane Median

A Street 1st Street to 6th Street

General guidance on input parameters is provided at the bottom of this sheet. FM 1/1/2012

1st Street 2nd Street

1 Median Type (0-3)Fixed Object Width (ft) Parking Occupancy % Pavement Condition

1.0 25%

1.0 25%Is Curb Present?

Is Parking Striped?

Enter EB travel lane width from left to right on this page.

2nd Street 3rd Street


Is Curb Present?

Is Curb Present?Is Parking Striped?


3rd Street 4th Street


1.0 25%

Is Parking Striped?


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LOS+ Multimodal Level of Service for Urban StreetsTransit Data Input Sheet

Street Date

Limits Analyst

Field Survey

12

345

5.03.7

Transit Performance Data

Direction EB

A Street 1/1/2012

1st Street to 6th Street FM

Average Passenger Trip Length

Are stops on nearFrom To (#) (% stops) (% stops) (Yes/No) Loss (min/mi) side of intersection?

Segment Bus Stop Shelters Benches CBD Running Time

3rd Street 11st Street 2nd Street 1 100% 100% No 1.0 Yes

Yes

3rd Street 4th Street 1 100% 100% No

2nd Street 100% 100% No 1.0

1.0 Yes4th Street 5th Street 1 100% 100% No 1.0 Yes

Bus is considered on-time if it arrives within minutes of scheduled timemiles

5th Street 6th Street 1 100% 100% No 1.0 Yes

From To #'s (bus/hr) (pas/seat) (s)

Segment Route Frequency Factor Dwell Time Delay

Load On-TimePerformance

(%)

Average Reentry

(s)

1 1st Street 2nd Street

1 3.0 50% 75% 20 5

2 2nd Street 3rd Street

1 3.0 50% 75% 20 5

3 3rd Street 4th Street

1 3.0 50% 75% 20 5

4 4th Street 5th Street

1 3.0 50% 75% 20 5

5 5th Street 6th Street

1 3.0 50% 75% 20 5

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A. Compute Auto LOS

Street:

Direction= EB

1. Compute Directional Hourly Demand (v)Segment & Unadjusted Thru Ajdusted

Downstream Volume PHF Traffic Demand VolumeSignal (vph) (#) (%) (vph) from:

1 100 0.95 75% 79 Input_SegData2 100 0.95 75% 79 Input_SegData3 100 0.95 75% 79 Input_SegData4 100 0.95 75% 79 Input_SegData5 100 0.95 75% 79 Input_SegData

2. Compute Directional Hourly Capacity and V/C

Segment & Adjusted Thru Lanes Thru Capacity v/c v/cDownstream Saturation One-Dir. (g/C) CheckSignal (vphgl) (#) (#) (vph) from:

1 1,800 1 0.30 540 0.15 OK Input_SegData, Input_XSection2 1,800 1 0.30 540 0.15 OK Input_SegData, Input_XSection3 1,800 1 0.30 540 0.15 OK Input_SegData, Input_XSection4 1,800 1 0.30 540 0.15 OK Input_SegData, Input_XSection5 1,800 1 0.30 540 0.15 OK Input_SegData, Input_XSection

Segment & Free Segment AverageDownstream Speed Length Speed

Signal (mph) (ft) (mph) from:1 25 1,000 22.7 Input_SegData2 25 1,000 22.7 Input_SegData3 25 1,000 22.7 Input_SegData4 25 1,000 22.7 Input_SegData5 25 1,000 22.7 Input_SegData

Total/Ave. 25.0 5000 22.7

Segment & Stops Stops Left Trn Ln Median Median TypesDownstream Per Veh Per Mile Type 0 = none

Signal (stps/mi) (YES/NO) from: 1 = one-way st1 1 5.28 YES 3 Input_SegData 2= TWLTL2 1 5.28 YES 3 Input_SegData 3 = Raised3 1 5.28 YES 3 Input_SegData4 1 5.28 YES 3 Input_SegData5 1 5 28 YES 3 Input SegData

3. Mean Through Speed (including del ay at downstream signal)

A Street

4. Compute Stops

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B. Compute Pedestrian LOS

Street:

Total Walkway Shy Dist. Shy Dist. Effective Buffer EffectiveSegment Width Outside S/W Inside S/W Fixed Object Width Sidewalk

(ft) (ft) (ft) Width (ft) (ft) Width (ft) from

1 4.0 0.6 1.5 1.00 0.00 0.90 Input_XSection2 4.0 0.6 1.5 1.00 0.00 0.90 Input_XSection3 4.0 0.6 1.5 1.00 0.00 0.90 Input_XSection4 4.0 0.6 1.5 1.00 0.00 0.90 Input_XSection5 4.0 0.6 1.5 1.00 0.00 0.90 Input_XSection

Avg. Free-Flow Pedestrian Ped. Flow Rate Average Ped. AverageSegment Ped. Walking Demand Per Unit Width Walking Speed Pedestrian

Speed (ft/s) (ped/hr) (ped/ft/min) (ft/s) Space (ft /ped) from

1 4.0 100 1.85 3.99 129.25 Input_SegData, Input_XSection2 4.0 100 1.85 3.99 129.25 Input_SegData, Input_XSection3 4.0 100 1.85 3.99 129.25 Input_SegData, Input_XSection4 4.0 100 1.85 3.99 129.25 Input_SegData, Input_XSection5 4.0 100 1.85 3.99 129.25 Input_SegData, Input_XSection

Total Effective Effective On-Street Buffer Adj. Available Sidewalk Cross-SectionSegment Width W T Width W V Width W 1 Parking Occ Area Sidewalk Width Adjustment

(ft) (ft) (ft) (decimal) Coefficient Width (ft) Coefficient Factor from

1 17.0 17.0 10 0.25 1.00 4.0 4.8 -4.8900 Input_XSection2 17.0 17.0 10 0.25 1.00 4.0 4.8 -4.8900 Input_XSection3 17.0 17.0 10 0.25 1.00 4.0 4.8 -4.8900 Input_XSection4 17.0 17.0 10 0.25 1.00 4.0 4.8 -4.8900 Input_XSection5 17.0 17.0 10 0.25 1.00 4.0 4.8 -4.8900 Input_XSection

Vehicle Volume Vehicle Speed Ped.Segment Adjustment Adjustment Link

Factor Factor LOS Score from

1 0.2275 0.2066 1.5909 Input_SegData, Input_XSection2 0.2275 0.2066 1.5909 Input_SegData, Input_XSection3 0.2275 0.2066 1.5909 Input_SegData, Input_XSection4 0.2275 0.2066 1.5909 Input_SegData, Input_XSection5 0.2275 0.2066 1.5909 Input_SegData, Input_XSection

LOS Score 60 40 24 15 8 0Ped. -100 A B C D E F

A Street

1. Compute Effective Sidewalk Width

2. Compute Average Pedestrian Space

3. Cross-Section Adjustment Factor

4. Motorized Vehicle Volume and Speed Adjustment Factors, Pedestrian LOS Score for Link

LOS by Average Pedestrian Space (ft 2/p)5. Determine Pedestrian LOS for Link

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C. Compute Transit LOS

Street:

Transit On-Time Stops with Stops with Pk Load Central Busi.Frequency Performance Shelter Bench Factor District

Segment (bus/h) (%) (%) (%) (p/seat) (Yes/No) from1 3 75% 100% 100% 0.50 No Input_Transit2 3 75% 100% 100% 0.50 No Input_Transit3 3 75% 100% 100% 0.50 No Input_Transit4 3 75% 100% 100% 0.50 No Input_Transit5 3 75% 100% 100% 0.50 No Input_Transit

Length Auto Spd Bus Stops Ave BusSegment (ft) (mph) (#) Speed (mph) from

1 1000 22.7 1 22.7 Input_Transit2 1000 22.7 1 22.7 Input_Transit3 1000 22.7 1 22.7 Input_Transit4 1000 22.7 1 22.7 Input_Transit5 1000 22.7 1 22.7 Input_Transit

Total/Ave 5000 22.7 22.7

Prop. Of Stop Accel -Decel Dwell Prop. Of Dwell Transit Delay Ave Reentry Delay due Ave Segment AccelDecl Delay Stop Delay Time Time Occuring Due to Serving Delay to Stop Transit Running

Segment not due to t.c. (s) (s) During Eff. Grn. Passengers (s) (s) (s) Time (s) from1 0.3 3 20 0.30 6 5 14 44 Input_Transit2 0.3 3 20 0.30 6 5 14 44 Input_Transit3 0.3 3 20 0.30 6 5 14 44 Input_Transit4 0.3 3 20 0.30 6 5 14 44 Input_Transit5 0.3 3 20 0.30 6 5 14 44 Input_Transit

Intersection Transit Time Intersection Ave BusSegment Signalized? Loss (m in/mi) Del ay (s/veh) Speed (mph) from

1 Yes 1.0 11 12.4 Input_Transit2 Yes 1.0 11 12.4 Input_Transit3 Yes 1.0 11 12.4 Input_Transit4 Yes 1.0 11 12.4 Input_Transit5 Yes 1.0 11 12.4 Input_Transit

PLWF ATR t-ex T-ex PTTR BTTR Ridership Fptt FhSegment factor min/mi (min) (min/mi) (min/mi) (min/mi) Elasticity from

1 1 00 0 41 1 56 0 42 5 27 4 00 0 40 0 90 2 48 Input Transit

A Street

1. Input Data

2. Compute Mean Bus Speed

3. Compute Transit Vehicle Running Time

4. Compute Intersection Delay and Average Transit Travel Speed

5. Compute Transit Perceived Travel Time and Headway Factors

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D. Compute Bicycle LOS

Street:

Outside Bike/Shldr Through Divided/ Shoulder BikeSegment Lane Width Lane Width Lanes Undivided Width Lane Width

(ft) (ft) (lanes) (D/UD) (ft) (ft) from1 12.0 15.0 1 D 10 5 Input_XSection2 12.0 15.0 1 D 10 5 Input_XSection3 12.0 15.0 1 D 10 5 Input_XSection4 12.0 15.0 1 D 10 5 Input_XSection5 12.0 15.0 1 D 10 5 Input_XSection

Effective Heavy Adj. Width of On-Street Effective Width Cross-SectionSegment Width W

V Vehicle Paved Outside Parking Occ of Outside Thru Adjustment

(ft) (%) Shoulder, W 0s ft (decimal) Lane (ft) Factor from1 17.0 2.0% 8.5 0.25 25.5 -3.25 Input_SegData, Input_XSection2 17.0 2.0% 8.5 0.25 25.5 -3.25 Input_SegData, Input_XSection3 17.0 2.0% 8.5 0.25 25.5 -3.25 Input_SegData, Input_XSection4 17.0 2.0% 8.5 0.25 25.5 -3.25 Input_SegData, Input_XSection5 17.0 2.0% 8.5 0.25 25.5 -3.25 Input_SegData, Input_XSection

Vehicle Demand Adj. Veh. Avg. Vehicle Adj. Heavy Adjusted Ave. Pavement Veh. Volume Veh. Speed Pavement Cond.Segment Flow Rate Demand Flow Running Spped Vehicle Vehicle Running Condition Adjustment Adjustment Adjustment

(veh/h) Rate (veh/h) (mph) (%) Speed (mph) Rating Factor Factor Factor from1 100 100 22.7 2.0% 22.7 3.0 1.63 0.39 0.79 Input_SegData, In2 100 100 22.7 2.0% 22.7 3.0 1.63 0.39 0.79 Input_SegData, In3 100 100 22.7 2.0% 22.7 3.0 1.63 0.39 0.79 Input_SegData, In4 100 100 22.7 2.0% 22.7 3.0 1.63 0.39 0.79 Input_SegData, In5 100 100 22.7 2.0% 22.7 3.0 1.63 0.39 0.79 Input_SegData, In

Bicycle Score LOSSegment LOS Bicycle LOS -100 A

Score 0 A1 0.31 A 2.00001 B2 0.31 A 2.75001 C3 0.31 A 3.50001 D4 0.31 A 4.25001 E5 0.31 A 5.00001 F

A Street

1. Geometric Input Data

2. Compute Cross-Section Adjustment Factor

3. Compute Vehicle Volume and Speed Adjustment Factors, and Pavement Condition Adjustment Factor

4. Determine Bicycle LOS for Link

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LOS+ Multimodal Level of Service for Urban StreetsResults Summary

Street Direction Date

Limits Scenario Analyst

V/C Ratio LOS Score LOS Ped Space 1 LOS Score LOS LOS Score LOS LOS Score LOS

1 0.15 3.02 C 129.25 1.59 A 0.31 A 2.90 C

2 0.15 3.02 C 129.25 1.59 A 0.31 A 2.90 C

3 0.15 3.02 C 129.25 1.59 A 0.31 A 2.90 C

40.15

3.02 C 129.25 1.59 A 0.31 A 2.90 C

5 0.15 3.02 C 129.25 1.59 A 0.31 A 2.90 C

1st Street to 6th Street FM

A Street Eastbound 1/1/2012

Existing

3rd Street 4th Street

Segment From ToTransit Mode

1st Street 2nd Street

2nd Street 3rd Street

Auto Mode Pedestrian Mode Bicycle Mode

Source: NCHRP Project 3-70 Multimodal Level of Service For Urban Streets and Highway Capacity Manual 2010, Chapter 17

4th Street 5th Street

5th Street 6th Street

Note:

1. Pedestrian space is reported in square feet per pedestrian (ft 2/ped)

LOS+-7.25.12.xlsx

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