th street mobility study - bloomington, indiana...33 roads - 10.7" (2.7" intermediate...

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Bloomington, Indiana

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April 30, 2010

Prepared for: Indiana University, in conjunction with the City of Bloomington and the Bloomington/Monroe County Metropolitan Planning Organization

Prepared by:

Gorove/Slade Associates, Inc.

1140 Connecticut Avenue Suite 700

Washington, DC 20036 Tel: 202.296.8625 Fax: 202.758.1276

3914 Centreville Road Suite 330

Chantilly, VA 20151 Tel: 703.787.9595 Fax: 703.787.9905

7001 Heritage Village Plaza Suite 220

Gainesville, VA 20155 Tel: 703.787.9595 Fax: 703.787.9905

1351 West Tapp Road Bloomington, IN 47403

Tel: 812.336.8277 Fax: 812.336.0817

www.goroveslade.com

This document, together with the concepts and designs presented herein, as an instrument of services, is

intended for the specific purpose and client for which it was prepared. Reuse of and improper reliance on

this document without written authorization by Gorove/Slade Associates, Inc., shall be without liability to

Gorove/Slade Associates, Inc.

10th Street Mobility Study: Technical Attachments Gorove/Slade Associates

April 30, 2010

TABLE OF CONTENTS

Technical Attachment 1: Cost Estimate

Technical Attachment 2: Public Input

Online Survey

First Set of Workshops: April 16, 2009

Second Set of Workshops: September 10, 2009

Third Set of Workshops: March 11, 2010

CAC Bus‐Only Resolution

Comments on the 10th Street Campus Mobility Study

Technical Attachment 3: Data Collection

Vehicle and Pedestrian Data Collection

Transit Ridership

Technical Attachment 4: Capatiy Analysis Results

Level of Service Definitions

Simulation Results


April 30, 2010

TECHNICAL ATTACHMENT 1: COST ESTIMATE

Project Name: Indiana University - Bloomington North Campus Traffic Study 1 Way PairProject No.: 6541Prepared By: Daniel Butler - Bledsoe Riggert Guerrettaz, Inc.Date: 09.10.09 - Revised 03.09.10

No. Description Quantity Unit Unit Price Cost1 Mobilization / Demobilization 1 LS 20,000.00 20,000.00 2 Layout 1 LS 40,000.00 40,000.00

Subtotal 60,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 38,490 SF 1.85 71,206.50 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 4 ACRE 5,600.00 19,600.00 6 Demolition - Retaining Wall and Footing 1 LS 10,000.00 10,000.00 7 Demolition - Sign Removal 50 EA 35.00 1,750.00 8 Demolition/Relocation - Light Pole 25 EA 1,500.00 37,500.00 9 Demolition - Fencing 2,200 LF 3.00 6,600.00 10 Demolition - Concrete Curb 3,500 LF 7.50 26,250.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 4,300 LF 2.00 8,600.00 13 Demolition - Asphalt Pavement 24,667 SYD 5.00 123,336.50 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 16 EA 20,000.00 320,000.00 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 1 LS 17,500.00 17,500.00 18 Construction - Stormwater Pollution Prevention - Concrete Washout 5 EA 250.00 1,250.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 25 EA 35.00 875.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 11,000 LF 1.50 16,500.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 25 EA 35.00 875.00 23 Construction - Tree Protection 8,000 LF 1.50 12,000.00

Subtotal 675,843.00

No. Description Quantity Unit Unit Price Cost24 Sidewalk - Concrete Pavement 69,000 SF 4.50 310,500.00 25 Sidewalk - City of Bloomington Handicap Ramps Type G/H 24 EA 2,500.00 60,000.00 26 Sidewalk - City of Bloomington Handicap Ramps Type E 40 EA 3,500.00 140,000.00 27 Sidewalk - 4" #53 Stone 1,687 TON 18.00 30,366.00 28 Retaining Wall 0 SF 25.00 - 29 Retaining Wall Footing 0 LF 25.00 - 30 Roads - 6" Standing Curb 29,300 LF 18.00 527,400.00 31 Roads - Asphalt Tack Coat 29,450 SYD 0.50 14,725.00 32 Roads - 1 1/2" Asphalt Pavement Surface 2,429 TON 65.00 157,885.00 33 Roads - 10.7" (2.7" Intermediate Course) Ashpalt Pavement Base 17,331 TON 60.00 1,039,860.00

Site Improvement

Schematic Engineer's Estimate

Preliminary Opinion of Probable Cost for Site Work

General Costs

Selective Site Demolition/Relocation

33 oads 0 ( te ed ate Cou se) s pa t a e e t ase ,33 O 60 00 ,039,860 0034 Roads - 6" #53 Stone 9,718 TON 18.00 174,924.00 35 Roads - Reinforced Concrete Pavement 0 SF 8.50 - 36 Roads - City of Bloomington Pavement Patch 8,200 SF 9.50 77,900.00 37 Site - Signage 60 EA 350.00 21,000.00 38 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -

Street Markings (Solid) 38,345 LF 5.00 191,725.00 39 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -

Symbol Marking (Bike Lane, Turn Lane Arrow, ONLY sign, etc.) 114 EA 1,100.00 125,400.00 40 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -

Stop Bar 1,050 LF 16.00 16,800.00 41 Roads - Raised Snowplowable Pavement Markers - NTG HIGHWAY MARKERS,

'H960 LOW PROFILE, AMBER, TWO-WAY REFECTION' 256 EA 50.00 12,800.00 42 Site - Shrubs 0 EA 10.00 - 43 Site - Street Trees 385 EA 150.00 57,750.00 44 Site - Sodding 12,830 SYD 5.50 70,565.00

Subtotal 3,029,600.00

No. Description Quantity Unit Unit Price Cost45 14th Street and Dunn Street New Signals 1 LS 200,000.00 200,000.00 46 14th Street and Indiana Avenue New Signals 1 LS 200,000.00 200,000.00 47 14th Street and Woodlawn Avenue New Signals 1 LS 200,000.00 200,000.00 48 14th Street/Law Lane and Fee Lane New Signals 1 LS 200,000.00 200,000.00 49 Law Lane and Jordan Avenue New Signals, Demo. Old Signals 1 LS 225,000.00 225,000.00 50 Law Lane and Union Street New Signals 1 LS 200,000.00 200,000.00

Subtotal 1,225,000.00

No. Description Quantity Unit Unit Price Cost51 10th Street and Union Street New Signals/ Demo. Old Signals 1 LS 225,000.00 225,000.00 52 10th Street and Sunrise Drive New Signals/ Demo. Old Signals 1 LS 225,000.00 225,000.00 53 10th Street and Jordan Avenue New Signals/ Demo. Old Signals 1 LS 225,000.00 225,000.00 54 10th Street and Fee Lane New Signals/ Demo Old Signals 1 LS 225,000.00 225,000.00 55 10th Street and Woodlawn Avenue New Signals/ Demo. Old Signals 1 LS 225,000.00 225,000.00 56 10th Street and Indiana Avenue New Signals/ Demo. Old Signals 1 LS 225,000.00 225,000.00

Subtotal 1,350,000.00

No. Description Quantity Unit Unit Price Cost57 Storm - Manholes W/ Lid 30 EA 3,500.00 105,000.00 58 Storm - Inlet W/ Casting 164 EA 3,200.00 524,800.00 59 Storm - 18" HDPE Pipe (average pipe size) 15,296 LF 30.00 458,880.00 60 Storm - Rip Rap Outfall 20 EA 400.00 8,000.00 61 Storm - End Sections 20 EA 300.00 6,000.00

Subtotal 1,102,680.00

No. Description Quantity Unit Unit Price Cost62 Earthwork - Clearing, Stripping, and Grading 0 CY 10.00 - 63 Earthwork - Grading/Bulk Exacvation/Cut and Fill 40,000 CY 10.00 400,000.00 64 Earthwork - Imported Fill 0 CY 10.00 - 65 Utility - Adjust Existing Casting 30 EA 500.00 15,000.00 66 Fine Grade, Fertilize, Seed and Straw Disturbed Areas 17,000 SYD 0.95 16,150.00 67 Utility - Rock Removal 0 CYD 150.00 - 68 Miscellaneous 1 LS 787,427.30

Subtotal 1,218,577.30

Total 8,661,700Contingency (10%) 866,170

Rounded 9,527,900.00

Site Grading

Site Drainage/Utilites

Traffic Signals Along New Law Lane

Traffic Signals Along Existing 10th Street

Project Name: Indiana University - Bloomington North Campus Traffic Study 2 Way PairProject No.: 6541Prepared By: Daniel Butler - Bledsoe Riggert Guerrettaz, Inc.Date: 09.10.09 - Revised 03.09.10


Subtotal 60,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 38,490 SF 1.85 71,206.50 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 4 ACRE 5,600.00 19,600.00 6 Demolition - Retaining Wall and Footing 1 LS 10,000.00 10,000.00 7 Demolition - Sign Removal 50 EA 35.00 1,750.00 8 Demolition/Relocation - Light Pole 25 EA 1,500.00 37,500.00 9 Demolition - Fencing 2,200 LF 3.00 6,600.00 10 Demolition - Concrete Curb 3,500 LF 7.50 26,250.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 4,300 LF 2.00 8,600.00 13 Demolition - Asphalt Pavement 24,667 SYD 5.00 123,336.50 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 16 EA 20,000.00 320,000.00 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 1 LS 17,500.00 17,500.00 18 Construction - Stormwater Pollution Prevention - Concrete Washout 5 EA 250.00 1,250.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 25 EA 35.00 875.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 11,000 LF 1.50 16,500.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 25 EA 35.00 875.00 23 Construction - Tree Protection 8,000 LF 1.50 12,000.00

Subtotal 675,843.00

No. Description Quantity Unit Unit Price Cost24 Sidewalk - Concrete Pavement 69,000 SF 4.50 310,500.00 25 Sidewalk - City of Bloomington Handicap Ramps Type G/H 24 EA 2,500.00 60,000.00 26 Sidewalk - City of Bloomington Handicap Ramps Type E 40 EA 3,500.00 140,000.00 27 Sidewalk - 4" #53 Stone 1,687 TON 18.00 30,366.00 28 Retaining Wall 0 SF 25.00 -

Site Improvement



General Costs


28 Retaining Wall 0 SF 25.00 29 Retaining Wall Footing 0 LF 25.00 - 30 Roads - 6" Standing Curb 29,300 LF 18.00 527,400.00 31 Roads - Asphalt Tack Coat 49,100 SYD 0.50 24,550.00 32 Roads - 1 1/2" Asphalt Pavement Surface 4,050 TON 65.00 263,250.00 33 Roads - 10.7" (2.7" Intermediate Course) Ashpalt Pavement Base 28,895 TON 60.00 1,733,700.00 34 Roads - 6" #53 Stone 16,203 TON 18.00 291,654.00 35 Roads - Reinforced Concrete Pavement 0 SF 8.50 - 36 Roads - City of Bloomington Pavement Patch 8,200 SF 9.50 77,900.00 37 Site - Signage 60 EA 350.00 21,000.00 38 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -



Stop Bar 1,050 LF 16.00 16,800.00 41 Roads - Raised Snowplowable Pavement Markers - NTG HIGHWAY

MARKERS, 'H960 LOW PROFILE, AMBER, TWO-WAY REFECTION' 256 EA 50.00 12,800.00 42 Site - Shrubs 0 EA 10.00 - 43 Site - Street Trees 385 EA 150.00 57,750.00 44 Site - Sodding 12,830 SYD 5.50 70,565.00

Subtotal 3,979,805.00

No. Description Quantity Unit Unit Price Cost45 14th Street and Dunn Street New Signals 1 LS 220,000.00 220,000.00 46 14th Street and Indiana Avenue New Signals 1 LS 220,000.00 220,000.00 47 14th Street and Woodlawn Avenue New Signals 1 LS 220,000.00 220,000.00 48 14th Street/Law Lane and Fee Lane New Signals 1 LS 220,000.00 220,000.00 49 Law Lane and Jordan Avenue New Signals, Demo. Old Signals 1 LS 250,000.00 250,000.00 50 Law Lane and Union Street New Signals 1 LS 220,000.00 220,000.00

Subtotal 1,350,000.00


Subtotal 1,102,680.00


Subtotal 1,191,097.80

Total 8,359,426Contingency (10%) 835,943

Rounded 9,195,400.00

Site Grading


Traffic Signals

Project Name: Indiana University - Bloomington North Campus Traffic Study 2 Way Pair - 65' R.O.W. Collector Cross SectionProject No.: 6541Prepared By: Daniel Butler - Bledsoe Riggert Guerrettaz, Inc.Date: 03.09.10

Project Summary Page

No. Description Quantity Unit Unit Price Cost1 Phase No. 1 -- North Dunn Street to North Fee Lane 1 LS 3,754,200.00 3,754,200.00 2 Phase No. 2 -- North Fee Lane to North Union Street 1 LS 2,744,500.00 2,744,500.00 3 Phase No. 3 -- North Union Street to Improvements of East 10th Street 1 LS 1,462,700.00 1,462,700.00

Subtotal 7,961,400.00

Total 7,961,400.00Rounded 7,960,000.00



Phase Costs


Phase No. 1 -- North Dunn Street to North Fee Lane


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 4,200 SF 1.85 7,770.00 4 Demolition - Brush Removal 0 LS 1,000.00 - 5 Demolition - Tree Clearing and Grubbing 0.5 ACRE 5,600.00 2,800.00 6 Demolition - Retaining Wall and Footing 1 LS 10,000.00 10,000.00 7 Demolition - Sign Removal 22 EA 35.00 770.00 8 Demolition/Relocation - Light Pole 13 EA 1,500.00 19,500.00 9 Demolition - Fencing 300 LF 3.00 900.00 10 Demolition - Concrete Curb 400 LF 7.50 3,000.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 560 LF 2.00 1,120.00 13 Demolition - Asphalt Pavement 14,800 SYD 5.00 74,000.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 11 EA 20,000.00 220,000.00 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 1 LS 17,500.00 17,500.00 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 11 EA 35.00 385.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,667 LF 1.50 5,500.50 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 11 EA 35.00 385.00 23 Construction - Tree Protection 3,000 LF 1.50 4,500.00

Subtotal 369,630.50

No. Description Quantity Unit Unit Price Cost24 Sidewalk - Concrete Pavement 25,000 SF 4.50 112,500.00 25 Sidewalk - City of Bloomington Handicap Ramps Type G/H 4 EA 2,500.00 10,000.00 26 Sidewalk - City of Bloomington Handicap Ramps Type E 24 EA 3,500.00 84,000.00 27 Sidewalk - 4" #53 Stone 611 TON 18.00 10,998.00 28 Retaining Wall 0 SF 25.00 - 29 Retaining Wall Footing 0 LF 25.00 - 30 Roads - 6" Standing Curb 6,300 LF 18.00 113,400.00 31 Roads - Asphalt Tack Coat 14,800 SYD 0.50 7,400.00 32 Roads - 1 1/2" Asphalt Pavement Surface 1,221 TON 65.00 79,365.00 33 Roads - 2.5" Ashpalt Pavement Intermediate Course 2,035 TON 60.00 122,100.00 34 Roads - 8" Ashpalt Pavement Base 6,512 TON 60.00 390,720.00 35 Roads - 8" #53 Stone 6,512 TON 18.00 117,216.00 36 Roads - Reinforced Concrete Pavement 0 SF 8.50 - 37 Roads - City of Bloomington Pavement Patch 2,800 SF 9.50 26,600.00 38 Site - Signage 24 EA 350.00 8,400.00 39 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -



Stop Bar 288 LF 16.00 4,608.00 42 Roads - Raised Snowplowable Pavement Markers - NTG HIGHWAY MARKERS,


Subtotal 1,278,507.00

No. Description Quantity Unit Unit Price Cost46 14th Street and Dunn Street New Signals 1 LS 220,000.00 220,000.00 47 14th Street and Indiana Avenue New Signals 1 LS 220,000.00 220,000.00 48 14th Street and Woodlawn Avenue New Signals 1 LS 220,000.00 220,000.00 49 14th Street/Law Lane and Fee Lane New Signals 1 LS 220,000.00 220,000.00

Subtotal 880,000.00


Subtotal 410,300.00


Subtotal 454,450.00

Total 3,412,900.00Contingency (10%) 341,290.00

Rounded 3,754,200.00

Site Grading

Site Improvement




General Costs


Traffic Signals


Phase No. 2 -- North Fee Lane to North Union Street


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 14,400 SF 1.85 26,640.00 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 1.75 ACRE 5,600.00 9,800.00 6 Demolition - Retaining Wall and Footing 0 LS 10,000.00 - 7 Demolition - Sign Removal 18 EA 35.00 630.00 8 Demolition/Relocation - Light Pole 13 EA 1,500.00 19,500.00 9 Demolition - Fencing 400 LF 3.00 1,200.00 10 Demolition - Concrete Curb 2,100 LF 7.50 15,750.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 1,400 LF 2.00 2,800.00 13 Demolition - Asphalt Pavement 4,950 SYD 5.00 24,750.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 0 EA 20,000.00 - 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 0 LS 17,500.00 - 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 15 EA 35.00 525.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,700 LF 1.50 5,550.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 15 EA 35.00 525.00 23 Construction - Tree Protection 3,000 LF 1.50 4,500.00

Subtotal 114,670.00




Stop Bar 348 LF 16.00 5,568.00 42 Roads - Raised Snowplowable Pavement Markers - NTG HIGHWAY


Subtotal 1,132,418.00

No. Description Quantity Unit Unit Price Cost46 Law Lane and Jordan Avenue New Signals, Demo. Old Signals 1 LS 250,000.00 250,000.00 47 Law Lane and Union Street New Signals 1 LS 220,000.00 220,000.00

Subtotal 470,000.00


Subtotal 417,000.00


Subtotal 340,950.00


Rounded 2,744,500.00

Site Grading

Site Improvement




General Costs


Traffic Signals


Phase No. 3 -- North Union Street to Improvements of East 10th Street


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 4,100 SF 1.85 7,585.00 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 1.75 ACRE 5,600.00 9,800.00 6 Demolition - Retaining Wall and Footing 0 LS 10,000.00 - 7 Demolition - Sign Removal 10 EA 35.00 350.00 8 Demolition/Relocation - Light Pole 9 EA 1,500.00 13,500.00 9 Demolition - Fencing 1,500 LF 3.00 4,500.00 10 Demolition - Concrete Curb 500 LF 7.50 3,750.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 480 LF 2.00 960.00 13 Demolition - Asphalt Pavement 1,500 SYD 5.00 7,500.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 0 EA 20,000.00 - 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 0 LS 17,500.00 - 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 15 EA 35.00 525.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,700 LF 1.50 5,550.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 10 EA 35.00 350.00 23 Construction - Tree Protection 2,000 LF 1.50 3,000.00

Subtotal 59,870.00

No. Description Quantity Unit Unit Price Cost24 Sidewalk - Concrete Pavement 9,600 SF 4.50 43,200.00 25 Sidewalk - City of Bloomington Handicap Ramps Type G/H 12 EA 2,500.00 30,000.00 26 Sidewalk - City of Bloomington Handicap Ramps Type E 6 EA 3,500.00 21,000.00 27 Sidewalk - 4" #53 Stone 215 TON 18.00 3,870.00 28 Retaining Wall 0 SF 25.00 - 29 Retaining Wall Footing 0 LF 25.00 - 30 Roads - 6" Standing Curb 2,100 LF 18.00 37,800.00 31 Roads - Asphalt Tack Coat 3,777 SYD 0.50 1,888.50 32 Roads - 1 1/2" Asphalt Pavement Surface 312 TON 65.00 20,280.00 33 Roads - 2.5" Ashpalt Pavement Intermediate Course 520 TON 60.00 31,200.00 34 Roads - 8" Ashpalt Pavement Base 1,661 TON 60.00 99,660.00 35 Roads - 8" #53 Stone 1,661 TON 18.00 29,898.00 36 Roads - Reinforced Concrete Pavement 0 SF 8.50 - 37 Roads - City of Bloomington Pavement Patch 1,000 SF 9.50 9,500.00 38 Site - Signage 18 EA 350.00 6,300.00 39 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -





Subtotal 439,326.50

No. Description Quantity Unit Unit Price Cost46 10th Street Intersection New Signals 1 LS 220,000.00 220,000.00

Subtotal 220,000.00


Subtotal 315,500.00


Subtotal 275,050.00


Rounded 1,462,700.00

Site Grading

Site Improvement




General Costs


Traffic Signals

ed

Text Box

**The roadway alignment is conceptual in nature and is not to be interpreted as literal impacts on property. This alignment was solely used for the purposes of calculating costs.

Project Name: Indiana University - Bloomington North Campus Traffic Study 2 Way Pair - 80' R.O.W. Arterial Cross SectionProject No.: 6541Prepared By: Daniel Butler - Bledsoe Riggert Guerrettaz, Inc.Date: 03.09.10

Project Summary Page

No. Description Quantity Unit Unit Price Cost1 Phase No. 1 -- North Dunn Street to North Fee Lane 1 LS 4,155,400.00 4,155,400.00 2 Phase No. 2 -- North Fee Lane to North Union Street 1 LS 3,020,300.00 3,020,300.00 3 Phase No. 3 -- North Union Street to Improvements of East 10th Street 1 LS 1,543,200.00 1,543,200.00

Subtotal 8,718,900.00

Total 8,718,900.00Rounded 8,720,000.00



Phase Costs


Phase No. 1 -- North Dunn Street to North Fee Lane


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 4,200 SF 1.85 7,770.00 4 Demolition - Brush Removal 0 LS 1,000.00 - 5 Demolition - Tree Clearing and Grubbing 0.5 ACRE 5,600.00 2,800.00 6 Demolition - Retaining Wall and Footing 1 LS 10,000.00 10,000.00 7 Demolition - Sign Removal 22 EA 35.00 770.00 8 Demolition/Relocation - Light Pole 13 EA 1,500.00 19,500.00 9 Demolition - Fencing 300 LF 3.00 900.00 10 Demolition - Concrete Curb 400 LF 7.50 3,000.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 560 LF 2.00 1,120.00 13 Demolition - Asphalt Pavement 14,800 SYD 5.00 74,000.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 12 EA 20,000.00 240,000.00 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 1 LS 17,500.00 17,500.00 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 11 EA 35.00 385.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,667 LF 1.50 5,500.50 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 11 EA 35.00 385.00 23 Construction - Tree Protection 3,000 LF 1.50 4,500.00

Subtotal 389,630.50




Stop Bar 288 LF 16.00 4,608.00 42 Roads - Raised Snowplowable Pavement Markers - NTG HIGHWAY MARKERS,


Subtotal 1,568,175.00

No. Description Quantity Unit Unit Price Cost46 14th Street and Dunn Street New Signals 1 LS 220,000.00 220,000.00 47 14th Street and Indiana Avenue New Signals 1 LS 220,000.00 220,000.00 48 14th Street and Woodlawn Avenue New Signals 1 LS 220,000.00 220,000.00 49 14th Street/Law Lane and Fee Lane New Signals 1 LS 220,000.00 220,000.00

Subtotal 880,000.00


Subtotal 410,300.00


Subtotal 509,450.00


Rounded 4,155,400.00

Site Grading

Site Improvement




General Costs


Traffic Signals


Phase No. 2 -- North Fee Lane to North Union Street


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 16,700 SF 1.85 30,895.00 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 1.75 ACRE 5,600.00 9,800.00 6 Demolition - Retaining Wall and Footing 0 LS 10,000.00 - 7 Demolition - Sign Removal 18 EA 35.00 630.00 8 Demolition/Relocation - Light Pole 13 EA 1,500.00 19,500.00 9 Demolition - Fencing 400 LF 3.00 1,200.00 10 Demolition - Concrete Curb 2,100 LF 7.50 15,750.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 1,400 LF 2.00 2,800.00 13 Demolition - Asphalt Pavement 5,850 SYD 5.00 29,250.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 0 EA 20,000.00 - 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 0 LS 17,500.00 - 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 15 EA 35.00 525.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,700 LF 1.50 5,550.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 15 EA 35.00 525.00 23 Construction - Tree Protection 3,000 LF 1.50 4,500.00

Subtotal 123,425.00






Subtotal 1,330,588.00

No. Description Quantity Unit Unit Price Cost46 Law Lane and Jordan Avenue New Signals, Demo. Old Signals 1 LS 250,000.00 250,000.00 47 Law Lane and Union Street New Signals 1 LS 220,000.00 220,000.00

Subtotal 470,000.00


Subtotal 417,000.00


Subtotal 384,700.00


Rounded 3,020,300.00

Site Grading

Site Improvement




General Costs


Traffic Signals


Phase No. 3 -- North Union Street to Improvements of East 10th Street


Subtotal 20,000.00

No. Description Quantity Unit Unit Price Cost3 Demolition - Concrete Pavement 4,100 SF 1.85 7,585.00 4 Demolition - Brush Removal 1 LS 1,000.00 1,000.00 5 Demolition - Tree Clearing and Grubbing 1.75 ACRE 5,600.00 9,800.00 6 Demolition - Retaining Wall and Footing 0 LS 10,000.00 - 7 Demolition - Sign Removal 10 EA 35.00 350.00 8 Demolition/Relocation - Light Pole 9 EA 1,500.00 13,500.00 9 Demolition - Fencing 1,500 LF 3.00 4,500.00 10 Demolition - Concrete Curb 500 LF 7.50 3,750.00 11 Demolition - Storm Piping 0 LF 10.00 - 12 Demolition - Saw Cut Asphalt 480 LF 2.00 960.00 13 Demolition - Asphalt Pavement 1,500 SYD 5.00 7,500.00 14 Demolition - Storm Structure 0 EA 400.00 - 15 Demolition - House and Foundation, Haul Away 0 EA 20,000.00 - 16 Relocation - Power Pole and Power Lines 0 - 17 Relocation - Gas Conduit along Fee Lane area 0 LS 17,500.00 - 18 Construction - Stormwater Pollution Prevention - Concrete Washout 2 EA 250.00 500.00 19 Construction - Temporary Stone Access Road 1 EA 1,000.00 1,000.00 20 Construction - SP3 - Gravel Curb Inlet Protection 15 EA 35.00 525.00 21 Construction - Stormwater Pollution Prevention - Silt Fence 3,700 LF 1.50 5,550.00 22 Construction - SP3 - Gravel Donut Drop Inlet Protection 10 EA 35.00 350.00 23 Construction - Tree Protection 2,000 LF 1.50 3,000.00

Subtotal 59,870.00

No. Description Quantity Unit Unit Price Cost24 Sidewalk - Concrete Pavement 9,600 SF 4.50 43,200.00 25 Sidewalk - City of Bloomington Handicap Ramps Type G/H 12 EA 2,500.00 30,000.00 26 Sidewalk - City of Bloomington Handicap Ramps Type E 6 EA 3,500.00 21,000.00 27 Sidewalk - 4" #53 Stone 215 TON 18.00 3,870.00 28 Retaining Wall 0 SF 25.00 - 29 Retaining Wall Footing 0 LF 25.00 - 30 Roads - 6" Standing Curb 2,100 LF 18.00 37,800.00 31 Roads - Asphalt Tack Coat 5,000 SYD 0.50 2,500.00 32 Roads - 1 1/2" Asphalt Pavement Surface 413 TON 65.00 26,812.50 33 Roads - 2.5" Ashpalt Pavement Intermediate Course 688 TON 60.00 41,280.00 34 Roads - 8" Ashpalt Pavement Base 2,200 TON 60.00 132,000.00 35 Roads - 8" #53 Stone 4,400 TON 18.00 79,200.00 36 Roads - Reinforced Concrete Pavement 2,200 SF 8.50 18,700.00 37 Roads - City of Bloomington Pavement Patch 1,000 SF 9.50 9,500.00 38 Site - Signage 18 EA 350.00 6,300.00 39 Roads - Thermo-Plastic and Reflectorizing Beads Pavement Marking -





Subtotal 556,892.50

No. Description Quantity Unit Unit Price Cost46 10th Street Intersection New Signals 1 LS 220,000.00 220,000.00

Subtotal 220,000.00


Subtotal 243,500.00


Subtotal 302,600.00


Rounded 1,543,200.00

Site Grading

Site Improvement




General Costs


Traffic Signals

ed

Text Box

**The roadway alignment is conceptual in nature and is not to be interpreted as literal impacts on property. This alignment was solely used for the purposes of calculating costs.

ed

Sticky Note

Accepted set by ed

ed

Sticky Note

Completed set by ed


April 30, 2010

TECHNICAL ATTACHMENT 2: PUBLIC INPUT

Online Survey

10th Street Campus Mobility Study

1. Which statement best describes you:

ResponsePercent

ResponseCount

I am a full-time student 9.8% 4

I am a part-time student 0.0% 0

I am a full-time employee 75.6% 31

I am a part-time employee 4.9% 2

I am unemployed or retired 7.3% 3

None of the above 2.4% 1

answered question 41

skipped question 0

2. If you are a student, are you a student at Indiana University (Bloomington Campus)?

ResponsePercent

ResponseCount

Yes 7.9% 3

No 5.3% 2

I am not a student 86.8% 33


skipped question 3

Page 1

3. If you are an employee, are you employed by Indiana University?

ResponsePercent

ResponseCount

Yes 36.6% 15

No 46.3% 19

I am not employed 17.1% 7


skipped question 0

4. What form of transportation do you currently use the most within the study area?

ResponsePercent

ResponseCount

Motorized Vehicle (Drive) 75.6% 31

Bicycle 4.9% 2

Transit/Bus 7.3% 3

Walk 12.2% 5


skipped question 0

Page 2

5. How often do you use this form of transportation within the study area (referring to your response to Question 4)?

ResponsePercent

ResponseCount

Several Times a Day 30.0% 12

Daily 27.5% 11

Weekly 25.0% 10

Occasionally (a few times per month)

12.5% 5

Rarely (a few times per year) 5.0% 2

Never 0.0% 0


skipped question 1

6. Why do you use this form of transportation the most within the study area (referring to your response to Question 4)?

ResponsePercent

ResponseCount

It’s the most convenient 31.7% 13

It’s the cheapest 2.4% 1

It’s the fastest 17.1% 7

It’s the safest 0.0% 0

Other (please specify) 48.8% 20


skipped question 0

Page 3

7. Which statement best describes most of your trips to/through the study area:

ResponsePercent

ResponseCount

I travel to the study area (i.e. Campus is my destination for

school/work or where I live)41.5% 17

I travel through the study area (i.e. I use 10th Street to get across town)

58.5% 24


skipped question 0

8. Which direction are you typically coming from when traveling to the study area?

ResponsePercent

ResponseCount

I come into campus from the north 5.0% 2

I come into campus from the south 25.0% 10

I come into campus from the east 35.0% 14

I come into campus from the west 35.0% 14


skipped question 1

Page 4

9. What is typically your destination when you leave the study area?

ResponsePercent

ResponseCount

My destination is north of the study area

20.0% 8

My destination is south of the study area

22.5% 9

My destination is east of the study area

35.0% 14

My destination is west of the study area

22.5% 9


skipped question 1

10. If you use a bicycle for transportation, which of the following facilities do you feel comfortable riding on (check all that apply):

ResponsePercent

ResponseCount

streets shared with automobile traffic (riding in a vehicular travel

lane)15.8% 6

bike lanes (painted lane on a road for bicycle use)

36.8% 14

paths with mixed bike and pedestrian traffic (a path separated

from the road but used by people walking and biking)

31.6% 12

bike only paths (a path separated from the road to be used by

bicyclists only)39.5% 15

I don’t use a bicycle within the study area

47.4% 18


skipped question 3

Page 5

11. What is the best attribute within the study area?

ResponsePercent

ResponseCount

An active campus environment 43.6% 17

Landscaping and other natural features

10.3% 4

The built environment/campus architecture

15.4% 6

The mix of uses and different destinations

12.8% 5

Mobility and accessibility 5.1% 2

Nothing 7.7% 3



skipped question 2

12. What form of transportation do you use the least within the study area?

ResponsePercent

ResponseCount


Bicycle 22.0% 9

Transit/Bus 51.2% 21

Walk 7.3% 3


skipped question 0

Page 6

13. Please rank which forms of transportation should receive the most attention and funding in the future in the study area:

Most

Attention & Funding

LeastAttention &

Funding

RatingAverage

ResponseCount

Motorized Vehicle (Drive) 40.0% (16) 7.5% (3) 7.5% (3) 45.0% (18) 2.58 40

Transit/Bus 17.9% (7) 33.3% (13) 35.9% (14) 12.8% (5) 2.44 39

Walk 17.9% (7) 28.2% (11) 30.8% (12) 23.1% (9) 2.59 39

Bicycle 25.0% (9) 30.6% (11) 25.0% (9) 19.4% (7) 2.39 36


skipped question 0

14. Do you think any restrictions on transportation in the study area are needed?

ResponsePercent

ResponseCount

Yes 31.6% 12

No 68.4% 26


skipped question 3

15. If yes, then which form of transportation would you restrict or limit access to?

ResponsePercent

ResponseCount


Bike 2.6% 1

Transit/Bus 5.3% 2

Walk 2.6% 1

Not Applicable (I don't think forms of transportation should be

restricted)63.2% 24


skipped question 3

Page 7

16. List the top three transportation/mobility concerns for the study area?

Top Priority Second Priority Third PriorityRating

AverageResponse

Count

Pedestrian safety 64.0% (16) 28.0% (7) 8.0% (2) 1.44 25

Pedestrian mobility/accessibility 33.3% (6) 50.0% (9) 16.7% (3) 1.83 18

Bicycle safety 16.7% (3) 50.0% (9) 33.3% (6) 2.17 18

Bicycle mobility/accessibility 16.7% (3) 38.9% (7) 44.4% (8) 2.28 18

Automobile safety 0.0% (0) 66.7% (2) 33.3% (1) 2.33 3

Automobilemobility/accessibility/congestion

59.1% (13) 13.6% (3) 27.3% (6) 1.68 22

Transit safety 0.0% (0) 0.0% (0) 100.0% (4) 3.00 4

Transit mobility/accessibility 0.0% (0) 28.6% (4) 71.4% (10) 2.71 14

None 0.0% (0) 0.0% (0) 0.0% (0) 0.00 0


skipped question 0

Page 8

17. The 10th Street area has been identified since the 1960’s as needing transportation improvements. Many of the same conditions and issues resonate today. Regardless of your knowledge or understanding of these ideas which would you see as the most appropriate for this study to further investigate as a possible solution to your concerns?

ResponsePercent

ResponseCount

One-way Pairs (create a parallel one-way pair road network with

10th street – similar to the 3rd Street and Atwater Avenue)

32.5% 13

Two-way Pairs (create a parallel two-way road network with 10th

street – build a new two-way road to the north of 10th Street)

17.5% 7

Restricted Access (restrict or limit access along 10th street for some

users and increase access/capacity for other users)

22.5% 9

Road widening within the study area (widen 10th street to accommodate

more vehicles and users)7.5% 3

Road widening outside of the study area (widen different roads to take

pressure off 10th Street)5.0% 2

Do Nothing 0.0% 0



skipped question 1

18. Please provide any additional comments you would like to express regarding the study area:

Response

Count

24


skipped question 17

Page 9


April 30, 2010

First Set of Workshops: April 16, 2009


April 30, 2010

Second Set of Workshops: September 10, 2009


April 30, 2010

Third Set of Workshops: March 11, 2010


April 30, 2010

CAC Bus‐Only Resolution


April 30, 2010

Comments on the 10th Street Campus Mobility Study


April 30, 2010

Comments from David Gray

With the selection of the two‐way option, I have to rethink all my comments. Most of the following comments concern

private auto, bus & other motor vehicle traffic.

At the far west, outside the “study area,” signals will be needed at Walnut & 14th & probably at College & 14th. The one on

Walnut will cause trouble with sight distance due to the railroad bridge. But if signals are not installed, traffic on College

will not choose to turn east on 14th (as it is so difficult to cross Walnut), preferring to continue to 10th. This reduces some of

the purpose of building 14th/Law, which is to take pressure off 10th. Without the Walnut light, westbound traffic on 14th will

soon learn that getting to College to turn south is too difficult, and will revert to using 10th, again, failing to relieve the load

on 10th St.

It would be good if Dunn St could be carried across the railroad, at grade, allowing it to be made one‐way south from 17th St

to 2nd St, and Indiana Ave one‐way north from 3rd St to 17th St. 13th St should be closed between Dunn & Indiana, and used

only for access to the electric substation. 13th St east of Indiana should be made into a cul‐de‐sac, so traffic going to Indiana

from the east must use the new 14th St. If an at‐grade railroad crossing at Dunn St cannot be negotiated, these two changes

to 13th St should still be made, and Dunn should tee at 14th St.

On the “Pros/Opportunities” page, I think it is unlikely that the University will want to reopen 7th St, even for bus‐only

traffic. Trading the Walnut Grove railroad crossing for a new one on Woodlawn will help with fire department access from

the Woodlawn station to places north of the railroad, and may allow some new bus routing options.

On the “Cons/Issues” page, with the two‐way option selected, bus turns from northbound Woodlawn to eastbound 10th St

are still a problem. The University simply needs to give up a little land on the southeast corner for ROW, so the curb radius

can be increased. Some bus routes might continue up Woodlawn to the new Law Ln before turning east.

The pedestrian unfriendliness at 10th & the Bypass may be improved with the Bypass widening project; anyway, it’s beyond

the scope of this study. (As is the dark bus stop further east – so put up a light!)

The street configuration at the railroad underpass at the east end will be a real challenge. I know that the design of

intersections is not a part of this study, but the various options need to be considered. I would make Jefferson St meet 10th

St at a right‐turn‐only tee; traffic northbound on Jefferson could then go east on 10th or west on Law, after passing under

the railroad. Traffic wanting to go west on 10th would soon learn to come up the major street, Union. (Traffic going east on

10th could also turn south on Jefferson, but I would make no provision for westbound‐on‐10th to turn south onto Jefferson.

Union St should be the preferred route.)

It would be good if two eastbound lanes could be continued all the way to the Bypass; at this intersection, Law could be fed

into the left one and 10th into the right. The problem here is that some traffic that came up Jefferson will want to head

west, needing to cross the Law Ln stream. (No traffic eastbound on 10th should need to turn west on Law – except as a

result of navigational error.) If a roundabout is installed on the north side of the railroad, it will probably require two

bridges under the tracks, considerably increasing the expense.

Adding in a new road from the north is an added complication. The road to Tulip Tree apartments should be relocated to

come to this intersection, as cars and especially busses leaving Tulip Tree have difficulty turning either direction on 10th.

One option that would be pretty hard to sell would be for 10th, Law & Union to form a large roundabout. A big

disadvantage to this layout is traffic eastbound on Law would have to turn south on Union, then east on 10th, then pass


April 30, 2010

under the railroad at the east end before turning east again. That does not sound like a great option, though it would

certainly encourage westbound traffic to use Law Ln.

I am disappointed in Alternative 2’s intersection capacity grades of E & F at three of the most important intersections, and

a lot more B grades, compared with Alternative 1’s As.

When it comes down to detail design, bus stops on 10th & Law/14th MUST have pull‐offs. And it is best to place the stops

after signals, so there are breaks in the traffic flow for them to pull out into. The IU B bus that leaves the Library bus stop

(on the south side of 10th St) and has to get into the left turn lane to go up Jordan causes the most problems.

As for staging: if the east part is built first, drivers will learn that it drops them in the middle of nowhere. They will return to

using 10th St, and won’t change even when the new parts are done. I would work from the west to east.

PS: 14th St at the west end of the area has a 30’ ROW. The project would work best if 3 houses on the south side were

taken.


April 30, 2010

TECHNICAL ATTACHMENT 3: DATA COLLECTION

Vehicle and Pedestrian Data Collection

In order to determine the peak hour turning movement traffic volumes for the existing conditions as stated in previous

sections, traffic counts were collected. Several data sources were used to obtain existing vehicular turning movement

counts, as well as pedestrian counts, including the following:

HCS software print‐outs containing turning movement data from the City of Bloomington 1998 Traffic

Modernization by A&F Engineering Co, Inc.;

Turning movement counts from the City of Bloomington 2007 17th & Fee/Jordan Project;

Turning movement counts performed by Gorove/Slade on Tuesday – Thursday, March 17 – 19, 2009; Wednesday,

April 1, 2009; Wednesday, April 8, 2009; Wednesday‐Thursday, April 22‐23, 2009; from 7:00 am to 10:00 am and

from 3:00 pm to 6:00 pm; and

Intersection data includes vehicular turning movement counts and pedestrian crossings at most intersections in the study

area. A few of the intersections collected also included bicycle counts as well.

City of BloomingtonEngineering Dept.401 N. Morton Street

Bloomington, IN 47404File Name : 17th & Fee AM 10-02-07Site Code : 10020701Start Date : 10/2/2007Page No : 1

Counter: TDC-12Counted By: EliWeather: ClearOther: 17th & Fee/Jordan Project

Groups Printed- Vehicles - Buses - TrucksFee Lane

Southbound17th StreetWestbound

Fee LaneNorthbound

17th StreetEastbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

10:00 AM 12 20 6 1 39 3 42 9 6 60 20 15 5 1 41 7 56 11 10 84 22410:15 AM 12 8 8 4 32 2 36 9 6 53 18 13 2 0 33 4 35 12 3 54 17210:30 AM 16 27 5 2 50 4 57 9 2 72 17 12 2 1 32 5 54 17 3 79 23310:45 AM 12 27 11 0 50 2 70 14 2 88 16 13 5 2 36 9 63 38 8 118 292

Total 52 82 30 7 171 11 205 41 16 273 71 53 14 4 142 25 208 78 24 335 921

Grand Total 52 82 30 7 171 11 205 41 16 273 71 53 14 4 142 25 208 78 24 335 921Apprch % 30.4 48 17.5 4.1 4 75.1 15 5.9 50 37.3 9.9 2.8 7.5 62.1 23.3 7.2

Total % 5.6 8.9 3.3 0.8 18.6 1.2 22.3 4.5 1.7 29.6 7.7 5.8 1.5 0.4 15.4 2.7 22.6 8.5 2.6 36.4Vehicles 50 71 28 7 156 11 198 37 16 262 57 44 14 4 119 19 207 60 24 310 847

% Vehicles 96.2 86.6 93.3 100 91.2 100 96.6 90.2 100 96 80.3 83 100 100 83.8 76 99.5 76.9 100 92.5 92Buses 0 1 0 0 1 0 1 0 0 1 14 0 0 0 14 3 0 16 0 19 35

% Buses 0 1.2 0 0 0.6 0 0.5 0 0 0.4 19.7 0 0 0 9.9 12 0 20.5 0 5.7 3.8Trucks 2 10 2 0 14 0 6 4 0 10 0 9 0 0 9 3 1 2 0 6 39

% Trucks 3.8 12.2 6.7 0 8.2 0 2.9 9.8 0 3.7 0 17 0 0 6.3 12 0.5 2.6 0 1.8 4.2

Fee Lane

17th

Str

eet

17th

Stre

et

Fee Lane

Right

28 0 2

30 Thru

71 1

10 82

Left

50 0 2

52 Peds

7 0 0 7

InOut Total100 156 256

3 1 4 16 14 30

119 290 171

Rig

ht

37

0

4

41

Thru

198

1

6

205

Left 11

0

0

11

Peds 16

0

0

16

Out

Tota

lIn

271

262

533

0

1

1

3

10

13

274

547

273

Left57 14

0 71

Thru44

0 9

53

Right14 0 0

14

Peds4 0 0 4

Out TotalIn

142 119 261 17 14 31 12 9 21

171 313 142

Left19

3

3

25

Thru207

0

1

208

Rig

ht

60

16

2

78

Peds24

0

0

24

Tota

lO

ut

In283

310

593

15

19

34

8

6

14

306

641

335

10/2/2007 10:00 AM10/2/2007 10:45 AM VehiclesBusesTrucks

North


Bloomington, IN 47404File Name : 17th & Fee PM 10-11-07Site Code : 10110702Start Date : 10/11/2007Page No : 1

Counter:Counted By: SherylWeather: ColdOther: 4th & Washington Area Study

Groups Printed- Vehicles - Buses - TrucksFee Lane


Fee LaneNorthbound


Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

05:00 PM 34 63 40 1 138 14 86 19 2 121 34 35 4 2 75 22 98 34 4 158 49205:15 PM 27 38 31 1 97 13 85 22 4 124 46 46 9 3 104 25 120 55 10 210 53505:30 PM 24 47 40 1 112 9 68 27 5 109 45 43 17 0 105 39 115 44 9 207 53305:45 PM 15 33 29 0 77 10 68 25 3 106 34 36 16 4 90 22 98 42 9 171 444

Total 100 181 140 3 424 46 307 93 14 460 159 160 46 9 374 108 431 175 32 746 2004

Grand Total 100 181 140 3 424 46 307 93 14 460 159 160 46 9 374 108 431 175 32 746 2004Apprch % 23.6 42.7 33 0.7 10 66.7 20.2 3 42.5 42.8 12.3 2.4 14.5 57.8 23.5 4.3

Total % 5 9 7 0.1 21.2 2.3 15.3 4.6 0.7 23 7.9 8 2.3 0.4 18.7 5.4 21.5 8.7 1.6 37.2Vehicles 100 176 139 3 418 45 305 89 14 453 146 159 46 9 360 108 428 163 32 731 1962

% Vehicles 100 97.2 99.3 100 98.6 97.8 99.3 95.7 100 98.5 91.8 99.4 100 100 96.3 100 99.3 93.1 100 98 97.9Buses 0 2 1 0 3 1 0 0 0 1 12 1 0 0 13 0 0 11 0 11 28

% Buses 0 1.1 0.7 0 0.7 2.2 0 0 0 0.2 7.5 0.6 0 0 3.5 0 0 6.3 0 1.5 1.4Trucks 0 3 0 0 3 0 2 4 0 6 1 0 0 0 1 0 3 1 0 4 14

% Trucks 0 1.7 0 0 0.7 0 0.7 4.3 0 1.3 0.6 0 0 0 0.3 0 0.7 0.6 0 0.5 0.7

Fee Lane

17th

Str

eet

17th

Stre

et

Fee Lane

Right

139 1 0

140 Thru

176 2 3

181 Left

100 0 0

100 Peds

3 0 0 3


1 3 4 4 3 7

361 785 424

Rig

ht

89

0

4

93

Thru

305

0

2

307

Left 45

1

0

46

Peds 14

0

0

14

Out

Tota

lIn

574

453

1027

0

1

1

3

6

9

577

1037

460

Left146 12

1 159

Thru159

1 0

160

Right46 0 0

46

Peds9 0 0 9

Out TotalIn

384 360 744 14 13 27

4 1 5 402 776 374

Left

108

0

0

108

Thru428

0

3

431

Rig

ht

163

11

1

175

Peds32

0

0

32

Tota

lO

ut

In590

731

1321

13

11

24

3

4

7

606

1352

746

10/11/2007 05:00 PM10/11/2007 05:45 PM VehiclesBusesTrucks

North


Bloomington, IN 47404File Name : 17th & Jordan N AM 10-09-07Site Code : 10090701Start Date : 10/9/2007Page No : 1

Counter: TDC-12Counted By: EliWeather: ColdOther: 17th & Fee/Jordan Project

Groups Printed- Vehicles - Buses - TrucksJordan Avenue



Start Time Left Right Peds App. Total Thru Right Peds App. Total Left Thru Peds App. Total Int. Total10:00 AM 3 14 0 17 25 2 1 28 16 39 3 58 10310:15 AM 0 10 1 11 30 3 1 34 11 31 6 48 9310:30 AM 3 11 1 15 47 2 3 52 17 29 13 59 12610:45 AM 0 18 1 19 66 3 9 78 13 40 11 64 161

Total 6 53 3 62 168 10 14 192 57 139 33 229 483

Grand Total 6 53 3 62 168 10 14 192 57 139 33 229 483Apprch % 9.7 85.5 4.8 87.5 5.2 7.3 24.9 60.7 14.4

Total % 1.2 11 0.6 12.8 34.8 2.1 2.9 39.8 11.8 28.8 6.8 47.4Vehicles 6 43 3 52 163 10 14 187 48 128 33 209 448

% Vehicles 100 81.1 100 83.9 97 100 100 97.4 84.2 92.1 100 91.3 92.8Buses 0 8 0 8 1 0 0 1 7 3 0 10 19

% Buses 0 15.1 0 12.9 0.6 0 0 0.5 12.3 2.2 0 4.4 3.9Trucks 0 2 0 2 4 0 0 4 2 8 0 10 16

% Trucks 0 3.8 0 3.2 2.4 0 0 2.1 3.5 5.8 0 4.4 3.3

Jordan Avenue

17th

Str

eet

17th

Stre

et

Right

43 8 2

53 Left

6 0 0 6

Peds

3 0 0 3


7 8 15 2 2 4

67 129 62

Rig

ht

10

0

0

10

Thru

163

1

4

168

Peds 14

0

0

14

Out

Tota

lIn

134

187

321

3

1

4

8

4

12

145

337

192

Left48

7

2

57

Thru128

3

8

139

Peds33

0

0

33

Tota

lO

ut

In206

209

415

9

10

19

6

10

16

221

450

229


North


Bloomington, IN 47404File Name : 17th & Jordan N 10-09-07 PMSite Code : 10090702Start Date : 10/9/2007Page No : 1

Counter:Counted By: SherylWeather: ColdOther: 17th & Fee/Jordan Project

Groups Printed- Vehicles - Buses - TrucksJordan Avenue



Start Time Left Right Peds App. Total Thru Right Peds App. Total Left Thru Peds App. Total Int. Total05:00 PM 10 46 0 56 62 6 9 77 36 58 8 102 23505:15 PM 9 34 1 44 67 7 0 74 43 97 13 153 27105:30 PM 10 26 4 40 62 8 2 72 32 94 14 140 25205:45 PM 3 27 2 32 64 8 5 77 31 80 17 128 237

Total 32 133 7 172 255 29 16 300 142 329 52 523 995

Grand Total 32 133 7 172 255 29 16 300 142 329 52 523 995Apprch % 18.6 77.3 4.1 85 9.7 5.3 27.2 62.9 9.9

Total % 3.2 13.4 0.7 17.3 25.6 2.9 1.6 30.2 14.3 33.1 5.2 52.6Vehicles 32 122 7 161 251 28 16 295 133 323 52 508 964

% Vehicles 100 91.7 100 93.6 98.4 96.6 100 98.3 93.7 98.2 100 97.1 96.9Buses 0 8 0 8 3 0 0 3 9 2 0 11 22

% Buses 0 6 0 4.7 1.2 0 0 1 6.3 0.6 0 2.1 2.2Trucks 0 3 0 3 1 1 0 2 0 4 0 4 9

% Trucks 0 2.3 0 1.7 0.4 3.4 0 0.7 0 1.2 0 0.8 0.9

Jordan Avenue

17th

Str

eet

17th

Stre

et

Right

122 8 3

133 Left

32 0 0

32 Peds

7 0 0 7


9 8 17 1 3 4

171 343 172

Rig

ht

28

0

1

29

Thru

251

3

1

255

Peds 16

0

0

16

Out

Tota

lIn

355

295

650

2

3

5

4

2

6

361

661

300

Left

133

9

0

142

Thru323

2

4

329

Peds52

0

0

52

Tota

lO

ut

In373

508

881

11

11

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North


Bloomington, IN 47404File Name : 17th & Jordan South 10-04-07 AMSite Code : 10040701Start Date : 10/4/2007Page No : 1

Counter: TDC-12Counted By: EliWeather: ClearOther: 17th & Fee/Jordan Project

Groups Printed- Vehicles - Buses - Trucks17th StreetWestbound

Jordan AvenueNorthbound


Start Time Left Thru Peds App. Total Left Right Peds App. Total Thru Right Peds App. Total Int. Total10:00 AM 15 32 0 47 15 5 4 24 33 19 0 52 12310:15 AM 15 35 0 50 21 14 2 37 33 23 0 56 14310:30 AM 9 48 0 57 14 9 2 25 34 16 0 50 13210:45 AM 17 47 0 64 25 15 3 43 50 32 0 82 189

Total 56 162 0 218 75 43 11 129 150 90 0 240 587

Grand Total 56 162 0 218 75 43 11 129 150 90 0 240 587Apprch % 25.7 74.3 0 58.1 33.3 8.5 62.5 37.5 0

Total % 9.5 27.6 0 37.1 12.8 7.3 1.9 22 25.6 15.3 0 40.9Vehicles 42 157 0 199 73 33 11 117 143 87 0 230 546

% Vehicles 75 96.9 0 91.3 97.3 76.7 100 90.7 95.3 96.7 0 95.8 93Buses 8 1 0 9 0 6 0 6 0 0 0 0 15

% Buses 14.3 0.6 0 4.1 0 14 0 4.7 0 0 0 0 2.6Trucks 6 4 0 10 2 4 0 6 7 3 0 10 26

% Trucks 10.7 2.5 0 4.6 2.7 9.3 0 4.7 4.7 3.3 0 4.2 4.4

17

th S

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17

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North


Bloomington, IN 47404File Name : 17th & jordan south 10-04-07 pmSite Code : 10040702Start Date : 10/4/2007Page No : 1

Counter: TDC-12Counted By: SherylWeather: ClearOther: 17th & Fee/Jordan Project

Groups Printed- Vehicles - Buses - Trucks17th StreetWestbound

Jordan AvenueNorthbound


Start Time Left Thru Peds App. Total Left Right Peds App. Total Thru Right Peds App. Total Int. Total05:00 PM 28 60 0 88 45 20 3 68 55 47 0 102 25805:15 PM 27 77 0 104 49 22 6 77 99 55 0 154 33505:30 PM 24 58 0 82 52 16 1 69 101 70 0 171 32205:45 PM 50 62 0 112 28 26 2 56 94 51 0 145 313

Total 129 257 0 386 174 84 12 270 349 223 0 572 1228

Grand Total 129 257 0 386 174 84 12 270 349 223 0 572 1228Apprch % 33.4 66.6 0 64.4 31.1 4.4 61 39 0

Total % 10.5 20.9 0 31.4 14.2 6.8 1 22 28.4 18.2 0 46.6Vehicles 120 255 0 375 174 74 12 260 348 222 0 570 1205

% Vehicles 93 99.2 0 97.2 100 88.1 100 96.3 99.7 99.6 0 99.7 98.1Buses 9 0 0 9 0 9 0 9 0 0 0 0 18

% Buses 7 0 0 2.3 0 10.7 0 3.3 0 0 0 0 1.5Trucks 0 2 0 2 0 1 0 1 1 1 0 2 5

% Trucks 0 0.8 0 0.5 0 1.2 0 0.4 0.3 0.4 0 0.3 0.4

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Dat

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17

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Per

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Ped

s

AM

INTE

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CTI

ON

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

1717

10

480

00

920

113

611

700

834

1

PM IN

TER

SEC

TIO

N P

EAK

HO

UR

5:00

PM

to6:

00 P

M25

288

011

60

00

980

295

136

717

80

2230

1

AM

SYS

TEM

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

1717

10

480

00

920

113

611

700

834

1

PM S

YSTE

M P

EAK

HO

UR

5:00

PM

to6:

00 P

M29

317

011

60

00

106

029

613

511

185

022

312

PEA

K H

OU

RFA

CTO

RS

Rig

htT

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Left

Ped

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ight

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eds

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htT

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Ped

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eds

0.61

0.76

0.00

N/A

0.00

0.00

0.00

N/A

0.00

0.88

0.85

N/A

0.83

0.00

0.67

N/A

0.81

0.90

0.00

N/A

0.00

0.00

0.00

N/A

0.00

0.76

0.82

N/A

0.78

0.00

0.50

N/A

=0.

85=

0.91

E. 1

3th

St.

AM

Per

iod

Inte

rsec

tion

Volu

me:

1061

PM P

erio

d In

ters

ectio

n Vo

lum

e:22

29O

vera

ll A

M P

EAK

HO

UR

FA

CTO

RO

vera

ll PM

PEA

K H

OU

R F

AC

TOR

E. 1

3th

St.

N. F

ee L

n.E.

13t

h St

.

0

AM

PEA

K H

OU

RPM

PEA

K H

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R

Sou

thbo

und

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orth

boun

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ound

431

N. F

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n.

502

E. 1

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St.

0

178

185

466

431

2222

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720

0N

orth

boun

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ound

296

0

N. Fee Ln.

0

135

N. F

ee L

n.E.

13t

h St

.N

. Fee

Ln.

E. 1

3th

St.

Sou

thbo

und

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1E

. 13t

h S

t.0

164

N. Fee Ln.

136

295

0

0

0

25

28

0

N. Fee

29

31

0

N. Fee

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St.

0

N

Gor

ove/

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e A

ssoc

iate

s

Pro

ject

Num

beIU

Nor

th C

ampu

Loca

tion:

AM

PEA

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ion:

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eds

7:00

AM

to7:

15 A

M0

00

00

30

00

10

00

91

0

7:15

AM

to7:

30 A

M1

11

11

40

01

00

10

130

1

7:30

AM

to7:

45 A

M0

02

20

50

00

00

10

200

0

7:45

AM

to8:

00 A

M1

10

11

140

00

10

00

270

0

8:00

AM

to8:

15 A

M0

03

11

60

00

00

00

251

0

8:15

AM

to8:

30 A

M1

00

11

20

00

00

01

140

1

8:30

AM

to8:

45 A

M1

00

01

70

10

00

00

220

0

8:45

AM

to9:

00 A

M0

00

62

110

00

00

30

200

1

9:00

AM

to9:

15 A

M2

02

42

250

00

00

10

201

2

9:15

AM

to9:

30 A

M0

02

50

141

01

00

10

191

0

9:30

AM

to9:

45 A

M1

01

30

110

00

00

00

130

0

9:45

AM

to10

:00

AM

20

05

310

02

00

02

025

21

PM P

EAK

Dire

ctio

n:R

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ay:

Mov

emen

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eds

Rig

htT

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s

3:00

PM

to3:

15 P

M4

00

32

170

00

11

10

103

0

3:15

PM

to3:

30 P

M4

01

42

230

00

12

10

90

1

3:30

PM

to3:

45 P

M2

02

93

160

10

00

00

230

0

3:45

PM

to4:

00 P

M1

01

50

290

20

00

00

341

0

4:00

PM

to4:

15 P

M2

02

30

560

20

00

00

300

0

4:15

PM

to4:

30 P

M2

00

62

210

20

00

10

112

0

4:30

PM

to4:

45 P

M1

00

40

270

00

00

00

141

0

4:45

PM

to5:

00 P

M1

14

60

250

01

00

00

190

1

5:00

PM

to5:

15 P

M3

02

20

530

00

00

00

322

0

5:15

PM

to5:

30 P

M1

00

71

460

10

00

00

433

0

5:30

PM

to5:

45P

M1

03

40

330

20

00

00

301

1

Pro

ject

Nam

e :

IU N

orth

Cam

pus

2202

-002

Indi

ana

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

Dat

e of

Cou

nts:

AM

Wea

ther

Con

ditio

ns:

Wed

nesd

ay, M

arch

18,

200

9

PM W

eath

er C

ondi

tions

:

Dat

a S

ourc

e:G

orov

e/S

lade

Ass

ocia

tes

Inte

rsec

tion:

AM

INTE

RSE

CTI

ON

PEA

K V

OLU

MES

AM

SYS

TEM

PEA

K V

OLU

MES

N. W

oodl

awn

Ave

.E.

13t

h St

.N

. Woo

dlaw

n A

ve.

E. 1

3th

St.

10

9

8

6

5

0

5

N. Woodlawn Ave.

3

0

5

N. Woodlawn Ave.

1

54

E. 1

3th

St.

65E

. 13t

h S

t.66

64

6061

1

81E

. 13t

h S

t.

N. Woodlawn Ave.

8374

E. 1

3th

St.

7866

77

0

0

1

42 72

0

0

1

1

1N. Woodlawn Ave.

N. W

oodl

awn

Ave

.E.

13t

h St

.N

. Woo

dlaw

n A

ve.

E. 1

3th

St.

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

PM IN

TER

SEC

TIO

N P

EAK

VO

LUM

ESPM

SYS

TEM

PEA

K V

OLU

MES

00

1

1

16

7

13

8

1

wn Ave.

2 157

wn Ave.

157

N

5:30

PM

to5:

45 P

M1

03

40

330

20

00

00

301

1

5:45

PM

to6:

00 P

M2

01

11

250

00

00

10

260

1

PEA

K H

OU

RS

Dire

ctio

n:R

oadw

ay:

Mov

emen

t:R

ight

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uLe

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eds

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htT

hru

Left

Ped

sR

ight

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uLe

ftP

eds

Rig

htT

hru

Left

Ped

s

AM

INTE

RSE

CTI

ON

PEA

K H

OU

R9:

00 A

Mto

10:0

0 A

M5

05

175

601

21

00

40

774

3

PM IN

TER

SEC

TIO

N P

EAK

HO

UR

5:00

PM

to6:

00 P

M6

19

191

157

03

10

00

012

46

2

AM

SYS

TEM

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

30

518

461

10

10

05

072

23

PM S

YSTE

M P

EAK

HO

UR

5:00

PM

to6:

00 P

M7

06

142

157

03

00

01

013

16

2

PEA

K H

OU

RFA

CTO

RS

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

0.38

0.00

0.63

N/A

0.50

0.61

0.25

N/A

0.25

0.00

0.00

N/A

0.00

0.90

0.50

N/A

0.58

0.00

0.50

N/A

0.50

0.74

0.00

N/A

0.00

0.00

0.00

N/A

0.00

0.76

0.50

N/A

=0.

72=

0.82

AM

Per

iod

Inte

rsec

tion

Volu

me:

385

PM P

erio

d In

ters

ectio

n Vo

lum

e:72

3

0

N. Woodlaw

6

159

0

E. 1

3th

St.

158

164

6

1

9

N. Woodlaw

7

0

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

163

E. 1

3th

St.

130

134

137

E. 1

3th

St.

E. 1

3th

St.

N. W

oodl

awn

Ave

.E.

13t

h St

.N

. Woo

dlaw

n A

ve.

E. 1

3th

St.

66

N. Woodlawn Ave.

137

124

0

0

1

0

1

131 0

0

0

0

N. Woodlawn Ave.

E. 1

3th

St.

N. W

oodl

awn

Ave

.E.

13t

h St

.S

outh

boun

dW

estb

ound

Nor

thbo

und

Eas

tbou

nd

1

0

0

AM

PEA

K H

OU

RPM

PEA

K H

OU

RO

vera

ll A

M P

EAK

HO

UR

FA

CTO

RO

vera

ll PM

PEA

K H

OU

R F

AC

TOR

N. W

oodl

awn

Ave

.

N

Gor

ove/

Slad

e A

ssoc

iate

s

Pro

ject

Num

beIU

Nor

th C

ampu

Loca

tion:

AM

PEA

KD

irect

ion:

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dway

:M

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ent:

Rig

htT

hru

Left

Ped

sR

ight

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Rig

htT

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Left

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sR

ight

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eds

7:00

AM

to7:

15 A

M0

40

00

20

01

50

05

12

2

7:15

AM

to7:

30 A

M2

110

00

00

00

50

010

07

1

7:30

AM

to7:

45 A

M0

92

00

00

00

62

07

37

1

7:45

AM

to8:

00 A

M2

210

00

10

10

91

034

82

3

8:00

AM

to8:

15 A

M1

82

00

00

00

15

015

01

0

8:15

AM

to8:

30 A

M3

120

00

00

00

14

06

16

0

8:30

AM

to8:

45 A

M0

120

20

10

00

21

08

25

0

8:45

AM

to9:

00 A

M1

310

00

00

00

141

117

09

0

9:00

AM

to9:

15 A

M4

190

02

00

20

94

021

17

2

9:15

AM

to9:

30 A

M0

120

10

01

00

94

010

14

0

9:30

AM

to9:

45 A

M2

120

00

00

00

112

15

15

2

9:45

AM

to10

:00

AM

122

10

00

00

09

30

110

54

PM P

EAK

Dire

ctio

n:R

oadw

ay:

Mov

emen

t:R

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

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ight

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uLe

ftP

eds

Rig

htT

hru

Left

Ped

s

3:00

PM

to3:

15 P

M9

180

01

11

00

177

011

22

2

3:15

PM

to3:

30 P

M4

171

00

00

00

2812

016

27

5

3:30

PM

to3:

45 P

M5

303

12

40

10

3119

120

02

7

3:45

PM

to4:

00 P

M7

321

03

02

10

3216

017

37

2

4:00

PM

to4:

15 P

M5

251

13

30

10

3516

112

05

4

4:15

PM

to4:

30 P

M4

183

12

30

10

265

012

03

4

4:30

PM

to4:

45 P

M5

271

22

20

40

3311

015

26

3

4:45

PM

to5:

00 P

M5

330

22

20

00

2411

110

34

2

5:00

PM

to5:

15 P

M3

423

12

20

00

5222

017

49

3

5:15

PM

to5:

30 P

M6

423

00

30

00

4918

231

17

7

5:30

PM

to5:

45P

M6

5

52

n St.

5

55

184

204

187

206

7

n St.

8

7

128

54

5353

128

54

PM IN

TER

SEC

TIO

N P

EAK

VO

LUM

ESPM

SYS

TEM

PEA

K V

OLU

MES

11

43

0

N, Dunn St.

N, D

unn

St.

E. 1

4th

St.

N, D

unn

St.

E. 1

4th

St.

3

11

43

0

3

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

3

18

2525

81E

. 14t

h S

t.

N, Dunn St.

381

E. 1

4th

St.

E. 1

4th

St.

318

11

00

3

2

7

74

0

N, Dunn St.

E. 1

4th

St.

74

0

AM

INTE

RSE

CTI

ON

PEA

K V

OLU

MES

AM

SYS

TEM

PEA

K V

OLU

MES

81

70

81

70

2

N, Dunn St.

7

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

N, D

unn

St.

E. 1

4th

St.

N, D

unn

St.

E. 1

4th

St.

Inte

rsec

tion:

Dat

e of

Cou

nts:

AM

Wea

ther

Con

ditio

ns:

Wed

nesd

ay, M

arch

18,

200

9

PM W

eath

er C

ondi

tions

:

Pro

ject

Nam

e :

IU N

orth

Cam

pus

2202

-002

Indi

ana

Dat

a S

ourc

e:G

orov

e/S

lade

Ass

ocia

tes

N

5:30

PM

to5:

45 P

M11

351

03

11

30

4721

019

05

7

5:45

PM

to6:

00 P

M5

360

12

01

00

2113

116

39

6

PEA

K H

OU

RS

Dire

ctio

n:R

oadw

ay:

Mov

emen

t:R

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

s

AM

INTE

RSE

CTI

ON

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

774

01

20

12

043

112

533

254

PM IN

TER

SEC

TIO

N P

EAK

HO

UR

5:00

PM

to6:

00 P

M25

152

73

78

13

017

272

377

825

19

AM

SYS

TEM

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

774

01

20

12

043

112

533

254

PM S

YSTE

M P

EAK

HO

UR

5:00

PM

to6:

00 P

M25

155

72

76

23

016

974

383

830

23

PEA

K H

OU

RFA

CTO

RS

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

0.44

0.60

0.00

N/A

0.25

0.00

0.25

N/A

0.00

0.77

0.69

N/A

0.63

0.75

0.69

N/A

0.57

0.92

0.58

N/A

0.58

0.50

0.50

N/A

0.00

0.81

0.84

N/A

0.67

0.50

0.83

N/A

=0.

75=

0.88

E. 1

4th

St.

AM

Per

iod

Inte

rsec

tion

Volu

me:

537

PM P

erio

d In

ters

ectio

n Vo

lum

e:13

37O

vera

ll A

M P

EAK

HO

UR

FA

CTO

RO

vera

ll PM

PEA

K H

OU

R F

AC

TOR

E. 1

4th

St.

N, D

unn

St.

E. 1

4th

St.

8

AM

PEA

K H

OU

RPM

PEA

K H

OU

R

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

243

N, D

unn

St.

240

E. 1

4th

St.

15

7783

230

244

2530

1512

111

0N

orth

boun

dE

astb

ound

169

15

N, Dunn St.

8

74

N, D

unn

St.

E. 1

4th

St.

N, D

unn

St.

E. 1

4th

St.

Sou

thbo

und

Wes

tbou

nd10

5E

. 14t

h S

t.16

105

N, Dunn St.

72

172

0

0

2

25

15

7

N, Dunn

25

15

1

N, Dunn

E. 1

4th

St.

7

N

Gor

ove/

Slad

e A

ssoc

iate

s

Pro

ject

Num

beIU

Nor

th C

ampu

Pro

ject

Loc

atio

n

AM

PEA

KD

irect

ion:

Roa

dway

:M

ovem

ent:

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

7:00

AM

to7:

15 A

M0

90

00

00

00

60

00

20

1

7:15

AM

to7:

30 A

M0

240

10

00

40

160

00

00

2

7:30

AM

to7:

45 A

M0

130

10

00

22

130

40

20

0

7:45

AM

to8:

00 A

M0

320

00

00

23

170

12

20

1

8:00

AM

to8:

15 A

M0

160

00

01

01

132

12

10

1

8:15

AM

to8:

30 A

M0

150

00

10

10

212

20

00

1

8:30

AM

to8:

45 A

M0

150

00

11

11

190

01

10

1

8:45

AM

to9:

00 A

M0

280

00

00

02

330

11

11

2

9:00

AM

to9:

15 A

M0

340

00

00

41

281

01

10

5

9:15

AM

to9:

30 A

M0

310

10

11

11

311

22

30

7

9:30

AM

to9:

45 A

M0

100

01

00

00

190

00

00

1

9:45

AM

to10

:00

AM

08

00

00

00

123

01

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15

PM P

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Dire

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Mov

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3:00

PM

to3:

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M0

180

01

10

00

342

00

10

1

3:15

PM

to3:

30 P

M0

240

10

10

00

342

00

11

1

3:30

PM

to3:

45 P

M0

260

11

10

00

343

11

11

2

3:45

PM

to4:

00 P

M0

371

20

00

41

471

32

10

2

4:00

PM

to4:

15 P

M2

210

22

42

20

414

12

30

4

4:15

PM

to4:

30 P

M1

270

00

11

02

376

11

10

3

4:30

PM

to4:

45 P

M1

172

00

01

00

334

01

11

1

4:45

PM

to5:

00 P

M0

200

00

01

21

332

00

10

2

5:00

PM

to5:

15 P

M2

440

00

31

11

421

02

00

0

5:15

PM

to5:

30 P

M1

373

12

10

03

608

24

40

1

5:30

PM

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45P

M

Pro

ject

Nam

eIU

Nor

th C

ampu

s22

02-0

02In

dian

a

Sou

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und

Wes

tbou

ndN

orth

boun

dE

astb

ound

Dat

e of

Cou

nts:

AM

Wea

ther

Con

ditio

ns:

Thu

rsda

y, M

arch

19,

200

9

PM W

eath

er C

ondi

tions

:

Dat

a S

ourc

eG

orov

e/S

lade

Ass

ocia

tes

Inte

rsec

tion:

AM

INTE

RSE

CTI

ON

PEA

K V

OLU

MES

AM

SYS

TEM

PEA

K V

OLU

MES

N. I

ndia

na A

ve.

E. 1

4th

St.

N. I

ndia

na A

ve.

E. 1

4th

St.

108

112

103

113

0

108

0

N. Indiana Ave.

0

103

0

N. Indiana Ave.

1

01

E. 1

4th

St.

4E

. 14t

h S

t.4

3

21

2

12E

. 14t

h S

t.

N. Indiana Ave.

1110

E. 1

4th

St.

93

6

2

111

5

11 5

2

111

4

108

117N. Indiana Ave.

N. I

ndia

na A

ve.

E. 1

4th

St.

N. I

ndia

na A

ve.

E. 1

4th

St.

Sou

thbo

und

Wes

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orth

boun

dE

astb

ound

PM IN

TER

SEC

TIO

N P

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VO

LUM

ESPM

SYS

TEM

PEA

K V

OLU

MES

54

115

118

131

180

155

187

2

a Ave.

6

2 8

25

a Ave.

48

N

5:30

PM

to5:

45 P

M0

240

00

21

44

423

56

21

1

5:45

PM

to6:

00 P

M1

430

00

20

02

397

02

01

1

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Dire

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AM

INTE

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ON

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K H

OU

R8:

30 A

Mto

9:30

AM

010

80

10

22

65

111

23

56

115

PM IN

TER

SEC

TIO

N P

EAK

HO

UR

5:00

PM

to6:

00 P

M3

125

31

26

37

917

714

712

71

4

AM

SYS

TEM

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

010

30

11

11

54

111

23

45

115

PM S

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M P

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HO

UR

5:00

PM

to6:

00 P

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148

31

28

25

1018

319

714

62

3

PEA

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0.00

0.76

0.00

N/A

0.25

0.25

0.25

N/A

0.50

0.84

0.50

N/A

0.50

0.42

0.25

N/A

0.50

0.84

0.25

N/A

0.25

0.67

0.50

N/A

0.63

0.76

0.59

N/A

0.58

0.38

0.50

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=0.

82=

0.82

AM

Per

iod

Inte

rsec

tion

Volu

me:

523

PM P

erio

d In

ters

ectio

n Vo

lum

e:95

6

N. Indiana

3

12

3

12

3

N. Indiana

2

4

14

3

E. 1

4th

St.

1131

E. 1

4th

St.

Sou

thbo

und

Wes

tbou

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orth

boun

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astb

ound

N. I

ndia

na A

ve.

E. 1

4th

St.

N. I

ndia

na A

ve.

E. 1

4th

St.

23

12

E. 1

4th

St.

N. Indiana Ave.

19

1214

140

19

183

19

Eas

tbou

nd

212

20

14

177

N. I

ndia

na A

ve.

E. 1

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St.

N. I

ndia

na A

ve.

E. 1

4th

St.

Sou

thbo

und

10

9

AM

PEA

K H

OU

RPM

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RO

vera

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M P

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HO

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FA

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vera

ll PM

PEA

K H

OU

R F

AC

TOR

200

164

Wes

tbou

ndN

orth

boun

d

22E

. 14t

h S

t.

N. Indiana Ave.

67

N

Gor

ove/

Slad

e A

ssoc

iate

s

Pro

ject

Num

beIU

Nor

th C

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Pro

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Loc

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AM

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7:00

AM

to7:

15 A

M0

00

00

00

02

10

10

10

0

7:15

AM

to7:

30 A

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00

10

00

00

20

00

00

1

7:30

AM

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10

00

00

10

00

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01

0

7:45

AM

to8:

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00

02

02

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0

8:00

AM

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00

00

00

00

01

20

0

8:15

AM

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11

10

10

00

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10

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0

8:30

AM

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10

10

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11

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20

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8:45

AM

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00 A

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40

10

00

00

10

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22

2

9:00

AM

to9:

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10

11

10

11

20

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9:15

AM

to9:

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20

10

10

01

10

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20

1

9:30

AM

to9:

45 A

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41

00

02

00

10

00

12

0

9:45

AM

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00

00

00

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01

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PM P

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3:00

PM

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11

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30

0

3:15

PM

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30 P

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10

10

11

00

10

10

11

1

3:30

PM

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45 P

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20

00

00

01

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10

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3:45

PM

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11

10

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3

4:00

PM

to4:

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10

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01

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01

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1

4:15

PM

to4:

30 P

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30

00

10

10

10

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01

0

4:30

PM

to4:

45 P

M0

20

10

20

02

01

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20

0

4:45

PM

to5:

00 P

M0

21

20

10

00

00

01

10

0

5:00

PM

to5:

15 P

M0

21

00

10

00

00

01

00

0

5:15

PM

to5:

30 P

M0

00

30

20

01

11

02

44

0

5:30

PM

to5:

45P

M6

wn St.7

5

4

5

0

wn St.

7

0

14

6

11

14

6

PM IN

TER

SEC

TIO

N P

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VO

LUM

ESPM

SYS

TEM

PEA

K V

OLU

MES

0

4

2

N. Woodlawn St.

N. W

oodl

awn

St.

E. 1

4th

St.

N. W

oodl

awn

St.

E. 1

4th

St.

7

0

4

2

10

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

7

3

44

12E

. 14t

h S

t.

N. Woodlawn St.

1012

E. 1

4th

St.

E. 1

4th

St.

53

22

22

5

1

1

11

1

N. Woodlawn St.

E. 1

4th

St.

11

1

AM

INTE

RSE

CTI

ON

PEA

K V

OLU

MES

AM

SYS

TEM

PEA

K V

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13

9

13

9

1

N. Woodlawn St.

1

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

N. W

oodl

awn

St.

E. 1

4th

St.

N. W

oodl

awn

St.

E. 1

4th

St.

Inte

rsec

tion:

Dat

e of

Cou

nts:

AM

Wea

ther

Con

ditio

ns:

Thu

rsda

y, M

arch

19,

200

9

PM W

eath

er C

ondi

tions

:

Pro

ject

Nam

eIU

Nor

th C

ampu

s22

02-0

02In

dian

aD

ata

Sou

rce

Gor

ove/

Sla

de A

ssoc

iate

s

N

5:30

PM

to5:

45 P

M0

10

00

30

00

00

00

70

0

5:45

PM

to6:

00 P

M0

00

00

00

00

00

00

00

0

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Dire

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s

AM

INTE

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ON

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

111

12

12

21

24

01

17

43

PM IN

TER

SEC

TIO

N P

EAK

HO

UR

4:45

PM

to5:

45 P

M0

52

50

70

01

11

04

124

0

AM

SYS

TEM

PEA

K H

OU

R8:

45 A

Mto

9:45

AM

111

12

12

21

24

01

17

43

PM S

YSTE

M P

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HO

UR

5:00

PM

to6:

00 P

M0

31

30

60

01

11

03

114

0

PEA

K H

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RFA

CTO

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Rig

htT

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0.25

0.69

0.25

N/A

0.25

0.50

0.25

N/A

0.50

1.00

0.00

N/A

0.25

0.88

0.50

N/A

0.00

0.38

0.25

N/A

0.00

0.50

0.00

N/A

0.25

0.25

0.25

N/A

0.38

0.39

0.25

N/A

=0.

82=

0.52

E. 1

4th

St.

AM

Per

iod

Inte

rsec

tion

Volu

me:

70PM

Per

iod

Inte

rsec

tion

Volu

me:

89O

vera

ll A

M P

EAK

HO

UR

FA

CTO

RO

vera

ll PM

PEA

K H

OU

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AC

TOR

E. 1

4th

St.

N. W

oodl

awn

St.

E. 1

4th

St.

12

AM

PEA

K H

OU

RPM

PEA

K H

OU

R

Sou

thbo

und

Wes

tbou

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orth

boun

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astb

ound

3

N. W

oodl

awn

St.

6

E. 1

4th

St.

13

43

9

3

44

1518

20N

orth

boun

dE

astb

ound

1

6

N. Woodlawn St.

11

1

N. W

oodl

awn

St.

E. 1

4th

St.

N. W

oodl

awn

St.

E. 1

4th

St.

Sou

thbo

und

Wes

tbou

nd8

E. 1

4th

St.

77

N. Woodlawn St.

1

1

1

1

0

0

5

2

N. Woodlaw

0

3

0

N. Woodlaw

E. 1

4th

St.

1

N

Gor

ove/

Slad

e A

ssoc

iate

s

Pro

ject

Num

beIU

Nor

th C

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E. 1

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St

Pro

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Loc

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n

AM

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ion:

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Rig

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7:00

AM

to7:

15 A

M3

810

00

00

00

116

190

100

00

7:15

AM

to7:

30 A

M3

149

00

00

00

020

537

011

00

0

7:30

AM

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45 A

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161

00

00

00

025

554

016

00

0

7:45

AM

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00 A

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00

00

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020

744

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00

0

8:00

AM

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15 A

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00

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018

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0

8:15

AM

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00

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015

226

026

00

0

8:30

AM

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45 A

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00

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011

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00

0

8:45

AM

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208

00

00

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9:00

AM

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15 A

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00

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00

013

955

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00

0

9:15

AM

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30 A

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00

00

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011

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031

01

0

9:30

AM

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45 A

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137

00

00

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012

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032

02

0

9:45

AM

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AM

513

50

00

00

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111

460

300

20

PM P

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3:00

PM

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15 P

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00

00

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022

142

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11

0

3:15

PM

to3:

30 P

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00

00

00

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02

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3:30

PM

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45 P

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00

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0

3:45

PM

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00 P

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00

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4:00

PM

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00

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03

0

4:15

PM

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30 P

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185

00

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03

0

4:30

PM

to4:

45 P

M1

196

00

00

00

023

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065

04

0

4:45

PM

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00 P

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207

00

00

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021

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01

0

5:00

PM

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15 P

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00

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022

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02

0

5:15

PM

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5:30

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Pro

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Nam

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Nor

th C

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02-0

02In

dian

a

Dat

e of

Cou

nts:

AM

Wea

ther

Con

ditio

ns:

Thu

rsda

y, M

arch

19,

200

9

PM W

eath

er C

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tions

:

Dat

a S

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orov

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Ass

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tes

Inte

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Sou

thbo

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Wes

tbou

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orth

boun

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N. S

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d 45

46

Byp

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45 4

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AM

INTE

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PEA

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AM

SYS

TEM

PEA

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849

648

540

14

634

0

N. State Road 45 46 Bypass

7

636

0


00

643

00

00

175

E. 1

7th

St

018

0E

. 17t

h S

t0

109

E. 1

7th

St


012

0E

. 17t

h S

t0

0

168

848

0

14 0

166

536

0

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PM IN

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PM IN

TER

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4:30

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Per

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8:30

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3:45

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5:00

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6

5:30

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M

ove Ave.

586

1

6

1

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1

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590

42

14

2828

42

14

PM IN

TER

SEC

TIO

N P

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SYS

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N. Walnut Grove Ave.

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PM W

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5:30

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07

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PM IN

TER

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TIO

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4:45

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07

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PM S

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0.00

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0.58

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0.58

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0.58

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0.58

0.89

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0.45

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0.72

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=0.

88=

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AM

Per

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Volu

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628

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608

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7:00

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7:15

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7:30

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8:00

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8:30

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3:00

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3:45

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4:15

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4:30

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Dat

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AM

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128

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20

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N. Woodlawn Ave.

20

0

10

N. Woodlawn Ave.

5353

30

11

223

223

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E. 1

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277

243

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277

415

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7th

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N. Woodlawn Ave.

350

415

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350

340

0

0

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0

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PM IN

TER

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TIO

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SYS

TEM

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00

1

0

128

81

130

69

36

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589

31

4

606

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1

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5:30

PM

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M25

014

416

145

20

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115

412

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5:45

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92

139

00

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AM

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45 A

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9:45

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200

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5322

31

20

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340

752

PM IN

TER

SEC

TIO

N P

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5:00

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M77

348

1636

589

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200

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PM S

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5:00

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118

360

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0.63

0.00

0.63

N/A

0.78

0.87

0.25

N/A

0.00

0.00

0.00

N/A

0.00

0.89

0.82

N/A

0.81

0.63

0.69

N/A

0.48

0.88

0.25

N/A

0.75

0.75

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N/A

0.38

0.94

0.73

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=0.

92=

0.95

AM

Per

iod

Inte

rsec

tion

Volu

me:

1864

PM P

erio

d In

ters

ectio

n Vo

lum

e:35

00

N. Woodlaw

44

639

2

77

3

48

N. Woodlaw

81

5

3

E. 1

7th

St

628

688

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N. W

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667

1

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6

648

644

656

E. 1

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4135

E. 1

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N. Woodlawn Ave.

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606

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PM IN

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PM

to6:

00 P

M29

664

366

2328

722

912

81

1856

113

60

130

283

401

PEA

K H

OU

RFA

CTO

RS

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

Rig

htT

hru

Left

Ped

sR

ight

Thr

uLe

ftP

eds

0.51

0.91

0.80

N/A

0.78

0.71

0.93

N/A

0.65

0.89

0.78

N/A

0.77

0.82

0.85

N/A

0.73

0.93

0.92

N/A

0.78

0.81

0.80

N/A

0.75

0.86

0.79

N/A

0.86

0.88

0.56

N/A

=0.

88=

0.91

AM

Per

iod

Inte

rsec

tion

Volu

me:

5913

PM P

erio

d In

ters

ectio

n Vo

lum

e:82

50

SR 45/46 Byp

253

366

229

644

128

33

682

364

SR 45/46 Byp

29

664

151

E. 1

0th

Stre

et68

439

4E

. 10t

h S

treet

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

SR 4

5/46

Byp

ass

E. 1

0th

Stre

etSR

45/

46 B

ypas

sE.

10t

h St

reet

422

136

561

18

668

453

667

E. 1

0th

Stre

et

5040

E. 1

0th

Stre

et44

8

SR 45/46 Bypass

SR 45/46 Bypass

283

715

922

282

136

558

22

116

130

Ove

rall

AM

PEA

K H

OU

R F

AC

TOR

Ove

rall

PM P

EAK

HO

UR

FA

CTO

R

SR 4

5/46

Byp

ass

E. 1

0th

Stre

etSR

45/

46 B

ypas

sE.

10t

h St

reet

AM

PEA

K H

OU

RPM

PEA

K H

OU

R

Sou

thbo

und

Wes

tbou

ndN

orth

boun

dE

astb

ound

949

716

N


April 30, 2010

Transit Ridership

Ridership data was provided by the Indiana University Transit system including the following:

Historical Monthly Ridership Data (1966 – 2008)

Fall 2008 Ridership Data

Ridership data was provided by the City of Bloomington Transit system to include the following:

Historical Monthly Ridership Data (1984 – 2008)

Daily Ridership by Route (January – April 2009)

On‐Off Data for Routes 6 and 9 (Daily Totals – Fall 2006)

Noted 20% increase in ridership on Route 6 since 2006

Route 9 ridership unchanged

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H19

66-6

719

67-6

819

68-6

919

69-7

019

70-7

119

71-7

219

72-7

3

JUL

Y34

,164

19,1

85

16

,070

18,9

58

26

,019

22,2

68

A

UG

UST

13,0

97

6,

072

4,

272

8,

778

58

,201

85,1

69

SE

PTE

MB

ER

140,

902

14

8,50

2

154,

950

11

3,57

2

197,

248

22

5,71

1

OC

TO

BE

R23

9,21

1

229,

169

22

8,86

5

172,

670

20

8,69

6

186,

216

24

1,18

9

NO

VE

MB

ER

238,

294

19

6,76

7

177,

764

14

5,42

7

166,

495

16

1,20

2

194,

854

D

EC

EM

BE

R17

1,45

8

143,

923

14

8,42

7

125,

288

12

8,27

7

123,

092

13

1,45

5

JAN

UA

RY

166,

975

15

8,06

1

140,

899

13

1,73

2

164,

132

13

1,40

7

180,

982

FE

BR

UA

RY

196,

462

20

0,31

9

194,

404

16

7,29

7

173,

903

19

7,76

2

228,

225

M

AR

CH

158,

256

18

9,30

4

171,

721

15

1,45

3

200,

920

14

9,74

7

173,

939

A

PRIL

163,

280

12

7,34

8

138,

018

12

3,97

3

119,

716

15

6,40

7

204,

011

M

AY

161,

637

12

6,90

2

130,

681

10

7,87

9

144,

745

49

,723

57,8

57

JU

NE

29,9

37

11

,458

9,40

2

19,1

63

25

,422

15,4

25

25

,190

TO

TA

L1,

525,

510

1,57

1,41

4

1,

513,

940

1,32

0,17

4

1,

473,

614

1,45

2,44

9

1,

770,

850

CH

AN

GE

45,9

04

(5

7,47

4)

(1

93,7

66)

15

3,44

0

(21,

165)

318,

401

PE

RC

EN

T3.

01%

-3.6

6%-1

2.80

%11

.62%

-1.4

4%21

.92%

CU

MU

LA

TIV

E3,

096,

924

4,61

0,86

4

5,

931,

038

7,40

4,65

2

8,

857,

101

10,6

27,9

51

C

ASH

RID

ER

S12

,025

16,2

50

27

,404

51,3

24

PA

SS R

IDE

RS

1,52

5,51

0

1,

571,

414

1,51

3,94

0

1,

308,

149

1,45

7,36

4

1,

425,

045

1,71

9,52

6

YE

AR

12

34

56

7

BT

Fixe

d R

oute

Para

tran

sit

Tot

al1,

525,

510

1,57

1,41

4

1,

513,

940

1,32

0,17

4

1,

473,

614

1,45

2,44

9

1,

770,

850

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

1973

-74

1974

-75

1975

-76

1976

-77

1977

-78

1978

-79

1979

-80

31,8

85

33

,358

35,3

99

41

,555

42,6

98

47

,593

46,0

35

93

,427

102,

870

15

2,80

9

130,

256

11

7,43

4

140,

890

51

,933

207,

089

22

4,97

4

288,

976

31

9,46

7

359,

628

32

6,93

8

301,

681

22

0,58

3

230,

679

27

4,71

7

285,

763

31

8,46

5

315,

363

29

8,78

1

174,

464

17

6,96

2

200,

963

25

5,84

0

265,

570

25

4,83

2

268,

604

10

9,44

6

114,

003

13

0,70

9

153,

978

17

9,15

4

150,

283

20

5,90

8

189,

799

19

6,40

4

267,

511

35

1,42

9

328,

625

39

2,29

6

373,

081

22

1,60

6

223,

794

26

3,12

1

314,

892

36

7,59

8

365,

803

37

1,17

7

163,

943

16

6,70

9

209,

237

23

2,97

1

128,

500

25

4,93

4

232,

170

20

1,91

1

192,

662

22

4,12

2

252,

242

28

8,94

8

280,

877

31

9,12

2

48,9

92

44

,915

38,9

31

70

,592

75,3

14

43

,582

38,4

45

24

,716

34,2

29

41

,673

46,6

64

53

,324

45,0

75

8,

872

1,68

7,86

1

1,

741,

559

2,12

8,16

8

2,

455,

649

2,52

5,25

8

2,

618,

466

2,51

5,80

9

(8

2,98

9)

53

,698

386,

609

32

7,48

1

69,6

09

93

,208

(102

,657

)

-4.6

9%3.

18%

22.2

0%15

.39%

2.83

%3.

69%

-3.9

2%

12,3

15,8

12

14

,057

,371

16,1

85,5

39

18

,641

,188

21,1

66,4

46

23

,784

,912

26,3

00,7

21

13

4,31

7

199,

705

27

7,42

0

377,

580

43

0,96

0

427,

700

47

0,00

0

1,55

3,55

4

1,

541,

854

1,85

0,74

8

2,

078,

069

2,09

4,29

8

2,

190,

766

2,04

5,80

9

89

1011

1213

14

1,68

7,86

1

1,

741,

559

2,12

8,16

8

2,

455,

649

2,52

5,25

8

2,

618,

466

2,51

5,80

9

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

1980

-81

1981

-82

1982

-83

1983

-84

1984

-85

1985

-86

1986

-87

9,69

5

16,0

56

19

,505

20,3

39

17

,641

15,9

72

14

,916

37,7

50

55

,763

70,9

06

87

,483

93,0

62

27

,325

25,7

18

31

6,76

1

322,

656

32

2,50

0

326,

908

29

6,61

3

286,

155

29

4,91

7

302,

460

30

0,30

7

297,

873

32

1,26

6

323,

284

29

7,64

5

300,

414

21

8,42

1

242,

069

26

1,96

7

283,

742

26

8,06

7

225,

741

21

3,54

8

189,

328

19

2,62

4

183,

258

18

8,83

7

154,

499

20

8,95

1

189,

392

27

2,04

0

302,

597

31

5,25

7

327,

054

35

7,94

6

171,

145

17

7,43

4

311,

222

33

2,10

8

329,

796

34

4,93

9

357,

372

31

8,17

8

287,

627

23

3,04

2

257,

151

26

8,77

4

280,

813

24

7,47

6

225,

386

22

0,82

4

261,

670

27

1,81

4

299,

827

30

0,12

7

275,

611

26

9,03

5

255,

928

42

,247

34,5

73

36

,738

27,4

62

17

,700

71,4

95

53

,370

16,6

62

20

,814

22,0

32

20

,739

15,6

96

15

,040

13,9

35

2,21

1,29

8

2,

348,

532

2,42

8,43

3

2,

529,

709

2,42

4,96

7

2,

132,

068

2,04

8,02

3

(3

04,5

11)

13

7,23

4

79,9

01

10

1,27

6

(104

,742

)

(292

,899

)

(84,

045)

-12.

10%

6.21

%3.

40%

4.17

%-4

.14%

-12.

08%

-3.9

4%

28,5

12,0

19

30

,860

,551

33,2

88,9

84

35

,818

,693

38,2

43,6

60

40

,375

,728

42,4

23,7

51

43

4,56

6

492,

786

53

7,34

3

587,

573

44

8,84

2

406,

821

41

2,44

6

1,77

6,74

2

1,

855,

746

1,89

1,09

0

1,

942,

136

1,97

6,12

5

1,

725,

247

1,63

5,57

7

1516

1718

1920

21

308,

455

361,

489

406,

850

481,

530

2,21

1,29

8

2,

348,

532

2,42

8,43

3

2,

838,

164

2,78

6,45

6

2,

538,

918

2,52

9,55

3

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

1987

-88

1988

-89

1989

-90

1990

-91

1991

-92

1992

-93

1993

-94

12,3

21

12

,508

14,6

45

13

,807

16,6

41

15

,667

12,3

81

34

,153

55,0

03

80

,733

91,1

13

23

,336

30,5

95

41

,101

299,

760

28

0,96

2

300,

763

29

8,01

4

284,

135

29

5,82

1

277,

971

29

7,91

1

277,

514

30

1,99

9

326,

985

29

0,09

0

283,

295

25

3,82

6

219,

172

24

5,00

9

259,

576

25

8,23

4

229,

640

23

0,79

2

228,

710

17

6,86

9

142,

670

13

8,19

2

121,

410

17

4,18

7

164,

539

13

6,30

8

171,

395

25

3,59

5

275,

972

31

2,37

2

220,

971

22

7,86

8

224,

930

32

7,90

1

302,

117

27

8,42

2

296,

218

26

0,77

4

282,

686

26

3,84

8

237,

169

24

1,08

8

217,

381

20

3,87

2

201,

967

23

2,11

1

208,

127

24

7,45

3

247,

930

24

1,60

3

257,

905

23

4,30

2

254,

258

21

8,96

9

45,3

00

49

,392

36,0

57

33

,954

53,0

21

43

,012

37,5

04

13

,072

16,7

10

13

,591

16,7

73

16

,919

11,9

95

11

,598

2,08

2,47

6

2,

124,

498

2,15

8,93

4

2,

230,

657

2,00

5,98

3

2,

072,

639

1,91

5,27

3

34

,453

42,0

22

34

,436

71,7

23

(2

24,6

74)

66

,656

(157

,366

)

1.68

%2.

02%

1.62

%3.

32%

-10.

07%

3.32

%-7

.59%

44,5

06,2

27

46

,630

,725

48,7

89,6

59

51

,020

,316

53,0

26,2

99

55

,098

,938

57,0

14,2

11

37

3,03

0

328,

582

32

0,73

5

347,

261

38

9,26

2

445,

208

38

9,13

9

1,70

9,44

6

1,

795,

916

1,83

8,19

9

1,

883,

396

1,61

6,72

1

1,

627,

462

1,52

6,13

4

2223

2425

2627

28

522,

121

556,

607

642,

387

706,

907

784,

747

857,

805

915,

254

8,59

811

,061

12,5

8613

,327

2,60

4,59

7

2,

681,

105

2,80

1,32

1

2,

946,

162

2,80

1,79

1

2,

943,

030

2,84

3,85

4

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

1994

-95

1995

-96

1996

-97

1997

-98

1998

-99

1999

-00

2000

-01

11,5

92

11

,903

10,2

09

14

,213

17,0

40

14

,883

14,0

50

51

,163

66,2

02

14

,002

15,7

43

30

,690

43,2

91

76

,302

275,

236

25

7,77

0

264,

973

29

8,78

6

290,

176

29

2,54

5

239,

609

26

5,91

9

265,

551

26

9,74

4

282,

361

25

4,22

4

260,

078

24

0,86

3

233,

272

22

5,61

6

213,

162

21

1,28

5

205,

336

22

7,88

1

202,

144

12

6,01

9

103,

356

15

4,76

2

154,

918

13

0,59

7

127,

889

88

,790

249,

607

24

8,07

4

210,

069

18

3,12

8

179,

517

20

5,65

5

193,

817

26

5,44

2

256,

089

24

1,54

4

235,

733

22

5,62

5

251,

787

20

7,05

2

214,

899

17

7,59

7

177,

912

18

7,23

6

191,

279

19

2,17

3

159,

869

21

9,12

3

218,

369

22

5,37

1

220,

629

21

0,83

5

209,

014

18

0,73

7

40,9

07

27

,426

59,2

26

49

,535

41,0

39

44

,108

33,9

44

12

,257

11,1

80

15

,913

19,3

33

18

,449

19,1

53

17

,554

1,96

5,43

6

1,

869,

133

1,85

6,88

7

1,

872,

900

1,79

4,80

7

1,

888,

457

1,65

4,73

1

50

,163

(96,

303)

(12,

246)

16,0

13

(7

8,09

3)

93

,650

(233

,726

)

2.62

%-4

.90%

-0.6

6%0.

86%

-4.1

7%5.

22%

-12.

38%

58,9

79,6

47

60

,848

,780

62,7

05,6

67

64

,578

,567

66,3

73,3

74

68

,261

,831

69,9

16,5

62

35

7,88

1

390,

855

35

7,55

8

331,

557

23

8,69

0

278,

014

18

2,12

1

1,60

7,55

5

1,

478,

278

1,49

9,32

9

1,

541,

343

1,55

6,11

7

1,

610,

443

1,47

2,61

0

2930

3132

3334

35

965,

423

965,

395

915,

816

984,

612

1,02

0,90

11,

369,

991

1,93

0,73

817

,610

21,1

2922

,084

21,4

2523

,443

27,6

3729

,069

2,94

8,46

9

2,

855,

657

2,79

4,78

7

2,

878,

937

2,83

9,15

1

3,

286,

085

3,61

4,53

8

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

2001

-02

2002

-03

2003

-04

2004

-05

2005

-06

2006

-07

2007

-08

13,7

32

16,0

83

15,6

11

15,7

16

17,3

40

25,8

07

23,4

66

79,6

37

10,5

68

13,8

05

44,1

14

74,9

36

120,

392

140,

875

232,

484

299,

794

30

4,76

8

276,

210

38

7,02

5

43

6,29

3

43

9,41

6

25

7,83

2

30

0,54

7

287,

771

23

9,80

2

370,

636

448,

283

494,

036

190,

850

209,

949

20

3,11

2

210,

230

32

7,91

8

36

3,62

0

37

7,51

8

78

,423

15

5,55

5

152,

159

11

7,32

7

170,

768

170,

277

167,

156

214,

129

190,

685

19

1,19

0

176,

403

29

9,13

2

35

1,83

3

40

1,08

3

21

3,46

3

24

9,56

8

246,

158

21

5,79

5

350,

340

375,

301

437,

413

153,

660

183,

265

20

3,97

3

181,

951

29

6,92

1

29

6,31

4

32

9,18

5

19

4,92

8

23

1,06

6

225,

168

19

1,43

5

314,

423

359,

687

398,

596

32,8

61

59,6

19

45,3

12

40,1

33

71,5

43

70,0

57

55,9

10

17,6

03

21,5

54

25,0

50

22,3

56

36,0

63

33,9

8231

,659

1,67

9,60

2

1,92

8,25

3

1,

914,

077

1,73

1,47

2

2,

717,

045

3,

051,

846

3,

296,

313

24

,871

24

8,65

1

(14,

176)

(1

82,6

05)

985,

573

334,

801

244,

467

1.50

%14

.80%

-0.7

4%-9

.54%

56.9

2%12

.32%

8.01

%

71,5

96,1

64

73,5

24,4

17

75,4

38,4

94

77,1

69,9

66

79,8

87,0

11

82,9

38,8

57

86,2

35,1

70

119,

230

129,

428

13

2,39

6

132,

101

-

1,

560,

372

1,

798,

825

1,78

1,68

1

1,

599,

371

-

3637

3839

4041

42

1,96

3,84

82,

041,

408

2,02

6,89

52,

148,

561

2,36

3,52

62,

570,

117

2,82

9,95

029

,817

28,9

1330

,614

35,1

6837

,731

35,3

7331

,560

3,67

3,26

7

3,99

8,57

4

3,

971,

586

3,91

5,20

1

5,

118,

302

5,

657,

336

6,

157,

823

HIS

TO

RIC

AL

RID

ER

SHIP

MO

NT

H

JUL

YA

UG

UST

SEPT

EM

BE

RO

CT

OB

ER

NO

VE

MB

ER

DE

CE

MB

ER

JAN

UA

RY

FEB

RU

AR

YM

AR

CH

APR

ILM

AY

JUN

E

TO

TA

LC

HA

NG

EPE

RC

EN

T

CU

MU

LA

TIV

EC

ASH

RID

ER

SPA

SS R

IDE

RS

YE

AR

BT

Fixe

d R

oute

Para

tran

sit

Tot

al

AV

ER

AG

E

2007

-08

2009

20,7

06

JUL

Y60

,999

A

UG

UST

280,

699

SE

PTE

MB

ER

283,

504

O

CT

OB

ER

229,

910

N

OV

EM

BE

R14

8,85

4

DE

CE

MB

ER

IU (2

008)

BT

(200

9)24

1,73

8

JAN

UA

RY

401,

083

24

7450

276,

937

FE

BR

UA

RY

437,

413

30

7414

210,

902

M

AR

CH

329,

185

27

1582

235,

736

A

PRIL

398,

596

31

0539

54,4

39

MA

Y55

,910

21,6

66

JUN

E31

,659

2,03

5,33

4

T

OT

AL

CH

AN

GE

PER

CE

NT

38,2

04,8

69

CU

MU

LA

TIV

E29

6,97

6

CA

SH R

IDE

RS

1,70

2,09

3

PA

SS R

IDE

RS

YE

AR

Mon‐Thu

Fri

Sat

Sun

Breaks

A167330

26274

4947

2543

201,094

B82007

9645

1247

709

93,608

D13696

2614

16,310

E29568

5649

2104

1196

38,517

(C. M

all)

1223

791

X77990

9755

87,745

437,274

Grand Totals

Mon‐Thu

Fri

Sat

Sun

Breaks

A172774

29282

2636

1925

206,617

B86847

11305

810

450

99,412

D12598

3003

15,601

E32431

6297

1174

752

40,654

(C. M

all)

719

484

X78246

11188

89,434

451,718

September 2008 (incl. A

ugust 30 & 31, w

hich m

akes 6 Sats & 5 Suns for Sept.)

Grand Totals

← Sep

t. subtotal

October 2008

← Oct. subtotal

Grand Totals

Mon‐Thu

Fri

Sat

Sun

Breaks

A131721

18108

1968

1648

153,445

B65858

6825

592

460

73,735

D12105

2445

14,550

E25544

4048

1181

713

459

31,945

(C. M

all)

790

416

219

X55665

6435

62,100

335,775

Grand Totals

Mon‐Thu

Fri

Sat

Sun

Breaks

A105066

15894

1385

1003

123,348

B54870

6140

364

326

61,700

D10716

1846

12,562

E21908

4080

918

478

1070

28,454

(C. M

all)

570

279

564

X38973

5029

44,002

270,066

1,494,833

Grand Total Semester Ridership:

← Nov. subtotal

December 2008

← Dec. subtotal

November 2008

Bloomington Public Transportation Corporation Ridership History

FixedRoute Paratransit

Year Ridership Ridership1984 308,4551985 361,4891986 406,8501987 481,5301988 522,1211989 556,6071990 642,3871991 706,907 8,5981992 784,747 11,0611993 857,805 12,5861994 915,254 13,3271995 965,423 17,6101996 965,395 21,1291997 915,816 22,0841998 984,612 21,4251999 1,020,901 23,4432000 1,369,991 27,6372001 1,930,738 29,0692002 1,963,848 29,8172003 2,041,408 28,9132004 2,026,895 30,6142005 2,148,561 35,1682006 2,363,526 37,7312007 2,570,117 35,3732008 2,829,950 31,560

DAILY

RT 1

RT 2

RT 3

RT 4

RT 5

RT 6

RT 7

RT 8

RT 9

TOTAL

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

X1-Jan-09New Years--CLOSED

01-Jan-09

M2-Jan-09

54

06

44

12

32

30

72

03

19

21

18

31

93

,5

55

2-Jan-09

A3-Jan-09

36

42

66

76

02

31

32

15

01

04

25

22

,1

59

3-Jan-09

S4-Jan-09SUNDAY

10

61

70

27

64-Jan-09

5-Jan-09

67

27

68

12

47

43

21

09

34

61

07

44

54

,1

26

5-Jan-09

B6-Jan-09

58

56

78

11

69

62

91

40

37

31

02

49

84

,1

74

6-Jan-09

R7-Jan-09

65

36

44

10

43

43

31

23

44

01

06

49

93

,9

41

7-Jan-09

E8-Jan-09

62

87

02

11

90

44

11

48

44

91

15

65

74

,3

30

8-Jan-09

A9-Jan-09

71

47

29

13

61

49

91

53

43

89

77

13

4,

70

49-Jan-09

K10-Jan-09

40

02

70

85

12

71

44

23

01

20

66

22

,8

48

10-Jan-09

11-Jan-09SUNDAY

29

16

82

97

311-Jan-09

12

-J

an

-0

98

71

81

81

83

88

52

32

85

35

61

04

28

44

73

91

5,

92

81

2-

Ja

n-

09

13

-J

an

-0

98

29

76

21

52

61

02

03

17

54

27

10

31

10

24

46

11

5,

47

51

3-

Ja

n-

09

14

-J

an

-0

98

90

74

31

59

51

07

03

42

53

49

10

53

91

46

55

15

,7

88

14

-J

an

-0

91

5-

Ja

n-

09

88

16

46

14

10

96

73

59

54

09

88

77

14

43

11

5,

06

11

5-

Ja

n-

09

16

-J

an

-0

98

44

62

71

50

96

36

41

22

96

18

38

10

63

68

61

1,

61

91

6-

Ja

n-

09

17

-J

an

-0

93

34

29

39

16

27

24

74

03

13

51

28

93

,6

89

17

-J

an

-0

91

8-

Ja

n-

09SUNDAY

35

81

09

41

,4

52

18

-J

an

-0

9MLK DAY

19-Jan-09

50

35

54

11

35

41

31

09

49

91

09

55

93

,8

81

19-Jan-09

20

-J

an

-0

99

35

77

01

71

89

52

33

15

50

89

81

77

44

70

15

,7

42

20

-J

an

-0

92

1-

Ja

n-

09

94

98

37

16

98

10

82

34

25

04

18

99

10

34

48

01

5,

43

12

1-

Ja

n-

09

22

-J

an

-0

99

22

79

51

77

68

22

31

75

41

17

98

11

54

09

71

5,

05

32

2-

Ja

n-

09

23

-J

an

-0

98

62

75

81

82

97

08

46

23

05

35

89

10

23

75

41

2,

11

72

3-

Ja

n-

09

24

-J

an

-0

93

47

31

99

81

30

14

84

57

14

81

36

13

,9

62

24

-J

an

-0

92

5-

Ja

n-

09SUNDAY

37

66

90

1,

06

62

5-

Ja

n-

09

26

-J

an

-0

99

47

78

31

72

71

03

33

73

53

33

97

99

64

17

81

5,

44

92

6-

Ja

n-

09

27

-J

an

-0

98

47

71

31

58

51

12

14

14

57

35

88

47

34

52

81

5,

90

02

7-

Ja

n-

09

SNOW DAY

28

-J

an

-0

95

06

54

79

95

55

11

74

99

81

81

52

15

15

5,

51

92

8-

Ja

n-

09

29

-J

an

-0

91

00

27

10

17

26

12

74

41

86

04

11

03

91

03

44

79

16

,7

92

29

-J

an

-0

93

0-

Ja

n-

09

96

68

29

17

21

86

05

57

36

99

60

21

04

39

59

13

,2

97

30

-J

an

-0

93

1-

Ja

n-

09

37

43

07

97

03

13

57

57

01

19

43

33

,1

43

31

-J

an

-0

91

-F

eb

-0

94

25

62

31

,0

48

1-

Fe

b-

09

2-

Fe

b-

09

99

59

09

18

06

85

62

75

60

25

95

51

04

43

48

16

,2

73

2-

Fe

b-

09

3-

Fe

b-

09

97

07

29

16

98

10

63

38

15

46

19

37

88

43

35

15

,6

62

3-

Fe

b-

09

4-

Fe

b-

09

10

06

83

81

68

31

11

43

74

55

74

93

48

94

02

71

5,

63

94

-F

eb

-0

95

-F

eb

-0

91

04

77

61

16

80

10

41

32

75

25

58

93

91

39

67

15

,0

62

5-

Fe

b-

09

6-

Fe

b-

09

90

37

91

17

72

77

32

95

29

29

64

51

12

35

40

11

,7

60

6-

Fe

b-

09

7-

Fe

b-

09

37

43

93

10

84

26

11

07

41

91

31

11

11

3,

88

07

-F

eb

-0

98

-F

eb

-0

93

87

70

81

,0

95

8-

Fe

b-

09

9-

Fe

b-

09

91

38

86

18

80

83

43

38

54

39

91

21

02

39

40

15

,2

44

9-

Fe

b-

09

10

-F

eb

-0

99

74

87

71

81

21

11

93

33

52

55

10

45

10

23

87

11

5,

38

81

0-

Fe

b-

09

11

-F

eb

-0

97

49

75

01

54

99

58

31

95

28

08

63

75

40

09

14

,5

52

11

-F

eb

-0

91

2-

Fe

b-

09

92

88

34

17

85

10

98

49

05

06

68

33

10

93

98

01

5,

12

31

2-

Fe

b-

09

13

-F

eb

-0

98

39

65

41

80

27

31

45

42

76

75

60

79

37

51

11

,6

37

13

-F

eb

-0

91

4-

Fe

b-

09

33

33

43

91

93

10

39

41

91

37

12

27

3,

72

71

4-

Fe

b-

09

15

-F

eb

-0

94

86

86

41

,3

50

15

-F

eb

-0

91

6-

Fe

b-

09

88

07

69

17

49

80

63

30

52

54

87

19

13

98

11

4,

73

11

6-

Fe

b-

09

17

-F

eb

-0

98

53

75

81

79

49

36

32

15

24

09

38

86

41

92

15

,1

18

17

-F

eb

-0

91

8-

Fe

b-

09

86

47

54

16

77

87

63

38

49

53

90

11

08

40

73

14

,5

44

18

-F

eb

-0

91

9-

Fe

b-

09

10

55

76

51

65

39

51

41

75

27

59

01

75

41

70

15

,2

62

19

-F

eb

-0

92

0-

Fe

b-

09

85

27

85

17

41

67

32

72

29

52

60

91

15

35

07

11

,5

06

20

-F

eb

-0

92

1-

Fe

b-

09

25

72

28

78

92

62

72

39

79

21

03

73

,1

34

21

-F

eb

-0

9

2009 PASSENGERS

DAILY

RT 1

RT 2

RT 3

RT 4

RT 5

RT 6

RT 7

RT 8

RT 9

TOTAL

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

2009 PASSENGERS

22

-F

eb

-0

94

93

67

71

,1

70

22

-F

eb

-0

92

3-

Fe

b-

09

88

38

10

17

88

80

93

37

50

78

95

49

04

01

91

4,

76

82

3-

Fe

b-

09

24

-F

eb

-0

99

00

79

51

72

71

01

63

47

49

47

85

21

00

39

99

14

,6

83

24

-F

eb

-0

92

5-

Fe

b-

09

98

27

45

17

95

10

77

30

84

83

78

21

10

54

05

41

4,

72

42

5-

Fe

b-

09

26

-F

eb

-0

98

88

77

61

61

61

08

23

09

47

07

81

76

53

61

81

3,

87

82

6-

Fe

b-

09

27

-F

eb

-0

99

11

70

01

73

76

92

40

22

98

76

30

96

38

00

11

,9

55

27

-F

eb

-0

92

8-

Fe

b-

09

38

53

20

10

51

25

69

05

00

13

01

76

94

,5

01

28

-F

eb

-0

91

-M

ar

-0

94

52

74

81

,2

00

1-

Ma

r-

09

2-

Ma

r-

09

95

88

81

17

30

85

33

57

51

77

93

39

35

29

11

6,

27

32

-M

ar

-0

93

-M

ar

-0

99

67

85

11

89

51

06

63

32

48

98

12

15

13

43

96

01

5,

31

83

-M

ar

-0

94

-M

ar

-0

99

03

81

81

72

49

72

33

54

78

28

46

84

38

74

14

,3

38

4-

Ma

r-

09

5-

Ma

r-

09

84

98

16

17

11

10

30

33

34

53

18

45

10

44

04

51

4,

26

45

-M

ar

-0

96

-M

ar

-0

97

76

82

41

81

26

70

44

62

83

54

92

93

27

95

10

,7

43

6-

Ma

r-

09

7-

Ma

r-

09

44

04

20

10

40

33

45

94

12

91

11

58

3,

95

47

-M

ar

-0

98

-M

ar

-0

93

99

52

39

22

8-

Ma

r-

09

9-

Ma

r-

09

93

58

26

18

84

82

03

15

47

02

85

59

34

08

41

4,

51

49

-M

ar

-0

91

0-

Ma

r-

09

82

27

73

17

98

10

41

30

44

86

58

24

84

37

29

14

,2

40

10

-M

ar

-0

91

1-

Ma

r-

09

83

07

43

16

63

96

53

16

47

65

82

31

08

40

17

14

,2

30

11

-M

ar

-0

91

2-

Ma

r-

09

78

66

58

15

10

94

83

23

42

09

72

21

18

39

95

13

,2

69

12

-M

ar

-0

91

3-

Ma

r-

09

72

67

24

17

00

62

93

48

28

38

37

61

04

22

05

9,

65

01

3-

Ma

r-

09

S14-Mar-09

35

23

11

78

32

44

31

23

91

51

49

02

,6

01

14-Mar-09

P15-Mar-09

19

82

88

48

615-Mar-09

R16-Mar-09

67

27

51

12

17

50

69

94

07

13

24

18

4,

20

216-Mar-09

I17-Mar-09

61

86

13

12

35

49

21

01

32

71

09

49

03

,9

85

17-Mar-09

N18-Mar-09

65

05

51

11

41

69

38

93

43

94

36

43

,9

25

18-Mar-09

G19-Mar-09

59

26

85

12

87

59

87

53

65

11

85

02

4,

22

219-Mar-09

20-Mar-09

69

77

13

14

00

42

22

45

57

18

94

23

4,

56

020-Mar-09

B21-Mar-09

31

63

22

98

91

88

35

20

71

10

18

42

,3

51

21-Mar-09

K22-Mar-09

24

14

34

67

522-Mar-09

23

-M

ar

-0

98

55

79

51

74

47

81

27

74

66

97

91

11

04

14

31

4,

16

52

3-

Ma

r-

09

24

-M

ar

-0

98

74

88

61

67

81

02

03

16

48

27

78

38

74

01

41

4,

48

52

4-

Ma

r-

09

25

-M

ar

-0

98

03

72

01

62

39

63

33

05

14

68

46

10

14

18

11

4,

71

32

5-

Ma

r-

09

26

-M

ar

-0

98

76

81

01

69

49

24

31

34

48

17

60

74

39

97

13

,9

29

26

-M

ar

-0

92

7-

Ma

r-

09

76

47

03

16

85

71

04

14

32

19

51

59

93

29

41

1,

40

32

7-

Ma

r-

09

28

-M

ar

-0

93

42

24

07

98

26

55

94

26

94

10

42

3,

26

62

8-

Ma

r-

09

29

-M

ar

-0

94

77

61

31

,0

90

29

-M

ar

-0

93

0-

Ma

r-

09

86

37

97

17

24

79

63

47

47

22

84

81

24

40

87

14

,3

08

30

-M

ar

-0

93

1-

Ma

r-

09

79

27

36

18

30

86

63

27

49

41

80

49

43

91

11

4,

30

13

1-

Ma

r-

09

1-

Ap

r-

09

76

08

48

18

44

94

43

18

46

30

83

29

74

03

71

4,

31

01

-A

pr

-0

92

-A

pr

-0

98

13

80

61

72

11

03

83

25

44

63

76

69

53

67

81

3,

70

52

-A

pr

-0

93

-A

pr

-0

97

88

76

31

68

36

88

36

42

99

85

67

10

03

37

41

1,

32

53

-A

pr

-0

94

-A

pr

-0

93

60

34

19

89

31

27

84

15

99

10

77

3,

67

14

-A

pr

-0

95

-A

pr

-0

94

10

60

81

,0

18

5-

Ap

r-

09

6-

Ap

r-

09

83

87

89

19

04

81

73

67

50

53

90

99

34

13

21

4,

90

26

-A

pr

-0

97

-A

pr

-0

98

43

79

51

68

77

23

35

74

76

78

55

97

42

26

14

,3

50

7-

Ap

r-

09

8-

Ap

r-

09

80

17

67

15

57

95

33

20

46

54

86

49

34

26

61

4,

27

58

-A

pr

-0

99

-A

pr

-0

98

01

78

81

72

78

96

30

14

24

48

33

11

53

98

51

3,

69

09

-A

pr

-0

91

0-

Ap

r-

09

63

16

50

16

13

62

51

82

27

95

48

01

10

25

98

9,

68

41

0-

Ap

r-

09

11

-A

pr

-0

92

91

31

18

52

27

45

33

57

12

39

88

3,

24

91

1-

Ap

r-

09

12

-A

pr

-0

93

22

51

88

40

12

-A

pr

-0

91

3-

Ap

r-

09

82

37

52

16

53

73

83

22

46

17

85

08

93

81

11

3,

65

51

3-

Ap

r-

09

14

-A

pr

-0

98

59

76

11

59

89

37

43

34

92

68

15

93

39

62

14

,3

84

14

-A

pr

-0

91

5-

Ap

r-

09

80

57

62

16

63

10

71

40

14

85

18

13

10

74

12

81

4,

60

11

5-

Ap

r-

09

16

-A

pr

-0

98

46

75

51

67

08

80

39

64

23

18

16

10

53

81

01

3,

50

91

6-

Ap

r-

09

17

-A

pr

-0

97

30

88

01

61

36

90

47

72

54

84

70

10

43

11

41

0,

62

61

7-

Ap

r-

09

DAILY

RT 1

RT 2

RT 3

RT 4

RT 5

RT 6

RT 7

RT 8

RT 9

TOTAL

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

==

2009 PASSENGERS

18

-A

pr

-0

93

22

33

89

00

24

66

64

11

11

79

31

3,

33

11

8-

Ap

r-

09

19

-A

pr

-0

94

62

62

31

,0

85

19

-A

pr

-0

92

0-

Ap

r-

09

82

57

94

16

09

86

33

64

47

87

85

38

63

82

91

4,

01

02

0-

Ap

r-

09

21

-A

pr

-0

97

89

72

31

56

68

76

33

94

78

88

30

79

38

76

13

,8

66

21

-A

pr

-0

92

2-

Ap

r-

09

85

88

16

18

64

10

43

37

64

45

57

82

10

13

86

31

4,

15

82

2-

Ap

r-

09

23

-A

pr

-0

98

20

70

51

66

79

92

38

14

17

78

41

97

35

55

13

,2

35

23

-A

pr

-0

92

4-

Ap

r-

09

79

07

97

15

64

60

53

02

26

10

46

61

40

28

43

10

,1

17

24

-A

pr

-0

92

5-

Ap

r-

09

32

93

68

87

22

38

56

50

11

00

99

93

,4

63

25

-A

pr

-0

92

6-

Ap

r-

09

55

15

65

1,

11

62

6-

Ap

r-

09

27

-A

pr

-0

98

55

71

71

56

67

04

36

04

40

57

62

11

34

64

21

4,

12

42

7-

Ap

r-

09

28

-A

pr

-0

98

24

83

41

42

59

75

33

54

61

77

99

92

37

18

13

,6

19

28

-A

pr

-0

92

9-

Ap

r-

09

76

67

88

15

39

86

83

50

47

63

74

51

05

34

67

13

,3

91

29

-A

pr

-0

93

0-

Ap

r-

09

75

47

32

14

17

92

93

56

43

38

78

48

03

84

01

3,

23

03

0-

Ap

r-

09

TO

TA

LS

18

,9

21

18

,3

80

39

,7

63

19

,9

25

7,

97

99

7,

14

61

6,

73

22

,6

30

89

,0

63

31

0,

53

9T

OT

AL

S


April 30, 2010

TECHNICAL ATTACHMENT 4: CAPATIY ANALYSIS RESULTS

Level of Service Definitions

All capacity analyses are based on the procedures specified by the Transportation Research Board, Special Report 209:

Highway Capacity Manual (HCM), 2000. Levels of service (LOS) range from A to F. A brief description of each level of

service for signalized and unsignalized intersections is provided below:

Signalized Intersections: Level of service is based upon the traffic volume present in each lane on the roadway, the

capacity of each lane at the intersection and the delay associated with each directional movement. The levels of service for

signalized intersections are defined below:

Level of Service A describes operations with very low average delay per vehicle, i.e., less than 10.0 seconds. This

occurs when progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles

do not stop. Short signal cycle lengths may also contribute to low delay.

Level of Service B describes operations with average delay in the range of 10.1 to 20.0 seconds per vehicle. This

generally occurs with good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing

higher levels of average delay.

Level of Service C describes operations with delay in the range of 20.1 to 35.0 seconds per vehicle. These higher

delays may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear

at this level. The number of vehicles stopping is significant at this level although many still pass through the

intersection without stopping. This is generally considered the lower end of the range of the acceptable level of

service in rural areas.

Level of Service D describes operations with delay in the range of 35.1 to 55.0 seconds per vehicle. At LOS D, the

influence of congestion becomes more noticeable. Longer delays may result from some combination of

unfavorable progression, long cycle lengths, and/or high traffic volumes as compared to the roadway capacity.

Many vehicles are required to stop and the number of vehicles that do not have to stop declines. Individual signal

cycle failures, where all waiting vehicles do not clear the intersection during a single green time, are noticeable.

This is generally considered the lower end of the range of the acceptable level of service in urban areas.

Level of Service E describes operations with delay in the range of 55.1 to 80.0 seconds per vehicle. These higher

delay values generally indicate poor progression, long cycle lengths, and high traffic volumes. Individual cycle

failures are frequent occurrences. LOS E has been set as the limit of acceptable conditions.

Level of Service F describes operations with average delay in excess of 80.0 seconds per vehicle. This is considered

to be unacceptable to most drivers. This condition often occurs with over‐saturation, i.e., when traffic arrives at a

flow rate that exceeds the capacity of the intersection. It may also occur at high volumes with many individual

cycle failures. Poor progression and long cycle lengths may also contribute to such delays.

Unsignalized Intersections: At an unsignalized intersection, the major street through traffic and right turns are assumed to

operate unimpeded and therefore receive no level of service rating. The level of service for the minor street and the major

street left turn traffic is dependent on the volume and capacity of the available lanes, and, the number and frequency of

acceptable gaps in the major street traffic to make a conflicting turn. The level of service grade is provided for each

conflicting movement at an unsignalized intersection and is based on the total average delay experienced by each vehicle.

The delay includes the time it takes a vehicle to move from the back of a queue through the intersection.


April 30, 2010

The unsignalized intersection level of service analysis does not account for variations in driver behavior or the effects of

nearby traffic signals. Therefore, the results from this analysis usually indicate worse levels of service than may be

experienced in the field. The unsignalized intersection level of service descriptions are provided below:

Level of Service A describes operations where there is very little to no conflicting traffic for a minor side street

movement, i.e., an average total delay of less than 10.0 seconds per vehicle.

Level of Service B describes operations with average total delay in the range of 10.1 to 15.0 seconds per vehicle.

Level of Service C describes operations with average total delay in the range of 15.1 to 25.0 second per vehicle.

Level of Service D describes operations with average total delay in the range of 25.1 to 35.0 seconds per vehicle.

Level of Service E describes operations with average total delay in the range of 35.1 to 50.0 seconds per vehicle.

Level of Service F describes operations with average total delay of 50 seconds per vehicle. LOS F exists when there

are insufficient gaps of suitable size to allow a side street demand to cross safely through or enter a major street

traffic stream. This level of service is generally evident from extremely long total delays experienced by side street

traffic and by queuing on the minor approaches. It is important to note that LOS F may not always result in long

queues but may result in adjustments to normal driver behavior.

Simulation Results

The simulation results for the scenarios outlined in Appendix A are summarized in three types of reports: simulation

summary report, performance report, and arterial report.

Simulation Summary Report

The simulation summary report lists the interval properties and some overall statistics about the vehicles served. The first

section of the report covers the entire simulation run, including all intervals. The following sections of the report detail

each interval.

Performance Report

The performance reports details the measures of effectiveness included. The performance report shows the total delay

(hours) and delay per vehicle (seconds) for each intersection. The total delay is equal to the total travel time for the vehicle

minus the travel time with no other vehicles or traffic control devices (actual minus ideal travel time). The delay per vehicle

is equal to the total delay divided by the number of vehicles.

Arterial Report

The arterial report uses origin‐destination information to estimate travel time. The report counts vehicles that came from

the arterial on the next upstream link, which is almost exactly the same as taking the travel time of only those vehicles that

travel the entire corridor. This process of data collection is used because it would be difficult to track only those vehicles

that travel the corridor. For many corridors, especially those with 5 or more intersections, less than five percent of all

vehicles drive through the entire corridor. Many valid data points from vehicles that traverse part of the corridor would not

be included. Additionally, the SimTraffic software only programs vehicles to be aware of their turning movements from five

intersections previous. For corridors with 5 or more intersections, it would not be known which vehicles travel the entire

corridor in advance.

SimTraffic Simulation Summary IU North Campus6/16/2009

Existing Conditions SimTraffic ReportAM Peak Hour Page 1

Summary of All Intervals

Run Number 1 2 3 4 5 6 7 AvgStart Time 6:57 6:57 6:57 6:57 6:57 6:57 6:57 6:57End Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 7:45Total Time (min) 48 48 48 48 48 48 48 48Time Recorded (min) 45 45 45 45 45 45 45 45# of Intervals 4 4 4 4 4 4 4 4# of Recorded Intvls 3 3 3 3 3 3 3 3Vehs Entered 3847 3890 3858 3851 3813 3998 3855 3875Vehs Exited 3791 3815 3827 3807 3782 3923 3783 3814Starting Vehs 146 114 175 154 152 155 139 136Ending Vehs 202 189 206 198 183 230 211 192Denied Entry Before 1 1 2 5 2 1 2 0Denied Entry After 6 1 3 0 2 0 4 1Travel Distance (mi) 3145 3178 3179 3115 3101 3271 3131 3160Travel Time (hr) 152.8 157.8 162.7 154.9 151.3 163.8 158.2 157.4Total Delay (hr) 51.4 55.3 59.4 54.0 50.7 58.0 56.2 55.0Total Stops 6657 6876 7274 6933 6650 7230 6974 6943Fuel Used (gal) 1179.1 1202.4 1221.1 1176.4 1176.4 1243.0 1194.6 1199.0

Interval #0 Information SeedingStart Time 6:57End Time 7:00Total Time (min) 3Volumes adjusted by Growth Factors.No data recorded this interval.

Interval #1 Information RecordingStart Time 7:00End Time 7:15Total Time (min) 15Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 6 7 AvgVehs Entered 1215 1279 1284 1238 1237 1249 1263 1243Vehs Exited 1167 1173 1244 1218 1188 1191 1208 1200Starting Vehs 146 114 175 154 152 155 139 136Ending Vehs 194 220 215 174 201 213 194 191Denied Entry Before 1 1 2 5 2 1 2 0Denied Entry After 5 2 4 1 1 5 1 1Travel Distance (mi) 964 1012 1071 993 1004 1008 995 1007Travel Time (hr) 45.8 47.8 51.9 47.5 47.6 47.7 48.6 48.1Total Delay (hr) 14.7 15.3 17.4 15.3 15.1 15.1 16.2 15.6Total Stops 2078 2058 2247 2072 2061 2075 2150 2107Fuel Used (gal) 358.7 378.2 398.7 369.8 376.2 373.6 377.4 376.1



Interval #2 Information RecordingStart Time 7:15End Time 7:30Total Time (min) 15Volumes adjusted by PHF, Growth Factors.




SimTraffic Performance Report IU North Campus6/16/2009


1: E 17th Street & Dunn Street Performance by approach

Approach EB WB NB SB AllTotal Delay (hr) 2.5 0.6 0.1 1.0 4.2Delay / Veh (s) 26.6 10.6 7.4 16.4 18.8

2: E 17th Street & Woodlawn Avenue Performance by approach


3: E 17th Street & Walnut Grove Street Performance by approach


4: E 17th Street & Fee Lane Performance by approach


5: E 17th Street & Jordan Avenue Performance by approach

Approach EB WB NB AllTotal Delay (hr) 0.2 0.1 0.2 0.5Delay / Veh (s) 3.5 1.4 9.0 3.8


Approach EB WB SB AllTotal Delay (hr) 0.1 0.0 0.1 0.2Delay / Veh (s) 1.6 1.0 4.4 1.8

7: E 17th Street & SR 45/46 Bypass Performance by approach

Approach EB NB SB AllTotal Delay (hr) 0.3 1.2 0.3 1.7Delay / Veh (s) 8.2 7.7 1.8 5.2

8: 14th Street & Dunn Street Performance by approach




9: 14th Street & Indiana Avenue Performance by approach


10: 14th Street & Woodlawn Avenue Performance by approach


11: 13th Stret & Indiana Avenue Performance by approach




13: 13th Street & Walnut Grove Street Performance by approach


14: 13th Street & Fee Lane Performance by approach


15: E Law Lane & Fee Lane Performance by approach

Approach WB NB SB AllTotal Delay (hr) 0.2 0.0 0.1 0.3Delay / Veh (s) 5.3 0.9 1.4 2.1

16: E Law Lane & Jordan Avenue Performance by approach




17: E Law Lane & Union Street Performance by approach


18: E 10th Street & Indiana Avenue Performance by approach








22: E 10th Street & Sunrise Drive Performance by approach


23: E 10th Street & Union Street Performance by approach


24: E 10th Street & Performance by approach






Total Network Performance

Total Delay (hr) 55.0Delay / Veh (s) 51.5


Existing Conditions SimTraffic ReportPM Peak Hour Page 1


Run Number 1 2 3 4 5 6 7Start Time 4:57 4:57 4:57 4:57 4:57 4:57 4:57End Time 5:45 5:45 5:45 5:45 5:45 5:45 5:45Total Time (min) 48 48 48 48 48 48 48Time Recorded (min) 45 45 45 45 45 45 45# of Intervals 4 4 4 4 4 4 4# of Recorded Intvls 3 3 3 3 3 3 3Vehs Entered 6271 6276 6340 6168 6353 6326 6384Vehs Exited 5970 5902 6052 5778 5904 5894 5987Starting Vehs 275 274 258 278 274 282 258Ending Vehs 576 648 546 668 723 714 655Denied Entry Before 12 9 1 5 5 2 8Denied Entry After 232 331 214 349 298 337 320Travel Distance (mi) 4913 4876 5032 4802 4844 4914 4886Travel Time (hr) 440.2 497.4 430.4 504.7 495.0 509.2 509.5Total Delay (hr) 275.5 333.8 261.8 344.0 332.7 344.1 346.4Total Stops 16019 16724 16057 17083 16548 17300 16943Fuel Used (gal) 235.5 247.0 236.1 246.2 245.7 251.4 249.4


Run Number AvgStart Time 4:57End Time 5:45Total Time (min) 48Time Recorded (min) 45# of Intervals 4# of Recorded Intvls 3Vehs Entered 6296Vehs Exited 5924Starting Vehs 263Ending Vehs 633Denied Entry Before 2Denied Entry After 295Travel Distance (mi) 4895Travel Time (hr) 483.8Total Delay (hr) 319.8Total Stops 16668Fuel Used (gal) 244.5





Run Number 1 2 3 4 5 6 7Vehs Entered 2098 2111 2052 2022 2052 2142 2145Vehs Exited 1962 1933 1899 1866 1890 1923 1905Starting Vehs 275 274 258 278 274 282 258Ending Vehs 411 452 411 434 436 501 498Denied Entry Before 12 9 1 5 5 2 8Denied Entry After 28 52 34 69 56 19 89Travel Distance (mi) 1604 1609 1554 1559 1613 1634 1591Travel Time (hr) 96.8 103.3 94.9 106.8 108.7 105.6 115.6Total Delay (hr) 43.1 49.6 43.1 54.5 54.7 50.6 62.4Total Stops 4391 4432 4142 4583 4684 4659 4849Fuel Used (gal) 66.1 67.3 63.8 66.8 68.8 68.8 69.6


Run Number AvgVehs Entered 2078Vehs Exited 1909Starting Vehs 263Ending Vehs 439Denied Entry Before 2Denied Entry After 45Travel Distance (mi) 1595Travel Time (hr) 104.5Total Delay (hr) 51.1Total Stops 4526Fuel Used (gal) 67.3

















24: E 10th Street & Jefferson Street Performance by approach



No-Build Scenario SimTraffic ReportAM Peak Hour Page 1


Run Number 1 2 3 4 5 AvgStart Time 6:50 6:50 6:50 6:50 6:50 6:50End Time 7:45 7:45 7:45 7:45 7:45 7:45Total Time (min) 55 55 55 55 55 55Time Recorded (min) 45 45 45 45 45 45# of Intervals 4 4 4 4 4 4# of Recorded Intvls 3 3 3 3 3 3Vehs Entered 4035 4121 4082 3956 3951 4025Vehs Exited 4033 4099 4113 3986 3971 4040Starting Vehs 207 190 228 220 210 207Ending Vehs 209 212 197 190 190 183Denied Entry Before 1 2 5 4 0 1Denied Entry After 4 0 0 7 3 2Travel Distance (mi) 3253 3369 3307 3241 3230 3280Travel Time (hr) 159.5 162.9 162.7 156.5 155.1 159.4Total Delay (hr) 54.0 54.5 55.5 50.5 50.9 53.1Total Stops 7155 7401 7531 7251 7137 7295Fuel Used (gal) 126.3 130.5 127.8 124.3 124.3 126.7



Run Number 1 2 3 4 5 AvgVehs Entered 1315 1307 1310 1288 1246 1291Vehs Exited 1292 1292 1348 1311 1255 1300Starting Vehs 207 190 228 220 210 207Ending Vehs 230 205 190 197 201 189Denied Entry Before 1 2 5 4 0 1Denied Entry After 2 2 2 2 2 0Travel Distance (mi) 1062 1062 1072 1046 1017 1052Travel Time (hr) 50.6 49.6 50.8 50.9 48.4 50.1Total Delay (hr) 16.0 15.6 16.1 16.7 15.5 16.0Total Stops 2284 2262 2402 2396 2244 2312Fuel Used (gal) 40.8 41.2 41.2 40.7 39.0 40.6

















24: E 10th Street & Jefferson St Performance by approach


Arterial Level of Service IU North Campus8/20/2009


Arterial Level of Service: EB E 17th Street

Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) Speed

1 34.9 38.9 0.0 4Woodlawn Avenue 2 3.8 28.4 0.2 31Walnut Grove Street 3 1.1 16.0 0.1 29Fee Lane 4 20.2 32.3 0.1 13Jordan Avenue 5 3.8 38.5 0.3 32Jordan Avenue 6 1.1 10.8 0.1 26SR 45/46 Bypass 7 15.4 41.8 0.2 18Total 80.2 206.7 1.1 21

Arterial Level of Service: WB E 17th Street

Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedJordan Avenue 6 0.4 26.5 0.2 28Jordan Avenue 5 0.6 10.4 0.1 27Fee Lane 4 22.3 60.7 0.3 20Walnut Grove Street 3 2.9 15.7 0.1 26Woodlawn Avenue 2 1.6 16.9 0.1 28Dunn Street 1 12.3 39.7 0.2 22Total 40.2 170.0 1.1 23

Arterial Level of Service: EB E Law Lane

Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedJordan Avenue 16 15.5 39.2 0.2 17Union Street 17 7.9 42.2 0.3 27Total 23.4 81.4 0.5 22

Arterial Level of Service: WB E Law Lane

Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedJordan Avenue 16 21.2 63.8 0.3 18Fee Lane 15 10.2 34.1 0.2 19Total 31.4 97.8 0.5 18




Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedIndiana Avenue 18 11.5 19.4 0.1 11Woodlawn Avenue 19 11.2 32.8 0.2 20Fee Lane 20 14.1 37.4 0.2 22

35 2.0 13.6 0.1 25Jordan Avenue 21 8.1 17.2 0.1 16Sunrise Drive 22 5.5 23.0 0.2 25Union Street 23 12.2 31.4 0.2 18Jefferson St 24 2.0 15.0 0.1 26

79 0.2 3.7 0.0 2726 0.5 15.4 0.1 29

SR 45/46 Bypass 25 30.3 44.4 0.1 10Total 97.4 253.3 1.4 19


Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedSR 45/46 Bypass 25 33.2 48.0 0.1 10

26 2.3 17.6 0.1 2579 1.3 16.2 0.1 27

Jefferson St 24 0.8 4.4 0.0 23Union Street 23 18.0 30.9 0.1 13Sunrise Drive 22 10.1 28.2 0.2 21Jordan Avenue 21 21.6 40.0 0.2 15

35 1.9 11.3 0.1 25Fee Lane 20 16.0 26.5 0.1 13Woodlawn Avenue 19 13.7 39.9 0.2 21Indiana Avenue 18 12.5 34.3 0.2 19Total 131.6 297.2 1.4 17


No-Build Scenario SimTraffic ReportPM Peak Hour Page 1














Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedJordan Avenue 16 21.1 44.5 0.2 15Union Street 17 11.4 50.1 0.3 23Total 32.5 94.6 0.5 19


Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedJordan Avenue 16 18.7 59.4 0.3 19Fee Lane 15 18.1 35.2 0.2 19Total 36.8 94.6 0.5 19





35 2.1 13.6 0.1 25Jordan Avenue 21 16.9 26.2 0.1 11Sunrise Drive 22 11.2 30.1 0.2 19Union Street 23 17.1 35.0 0.2 16Jefferson St 24 3.1 15.6 0.1 25

79 0.4 3.9 0.0 2626 0.7 15.5 0.1 28

SR 45/46 Bypass 25 49.0 63.2 0.1 7Total 1057.5 1210.7 1.4 13



26 2.0 17.1 0.1 2679 1.2 16.0 0.1 27

Jefferson St 24 1.4 4.9 0.0 21Union Street 23 28.9 41.8 0.1 9Sunrise Drive 22 11.4 29.3 0.2 20Jordan Avenue 21 40.2 58.7 0.2 10



1-Way Alternative SimTraffic ReportAM Peak Hour Page 1






















8: E Law Lane & Dunn Street Performance by approach




9: E Law Lane & Indiana Avenue Performance by approach


10: E Law Lane & Woodlawn Avenue Performance by approach






13: E Law Lane & Walnut Grove Performance by approach















Approach EB SB AllTotal Delay (hr) 1.7 0.4 2.2Delay / Veh (s) 12.5 15.1 12.9








Approach EB NB AllTotal Delay (hr) 0.1 0.0 0.1Delay / Veh (s) 1.6 3.0 1.8





26: E Law Lane & E 10th Street Performance by approach

Approach WB NB AllTotal Delay (hr) 0.1 0.2 0.3Delay / Veh (s) 1.0 3.9 2.1







1 26.1 30.2 0.0 4Woodlawn Avenue 2 3.7 28.4 0.2 31Walnut Grove 3 1.0 16.1 0.1 29Fee Lane 4 14.3 26.5 0.1 16Jordan Avenue 5 3.5 39.1 0.3 31Jordan Avenue 6 1.3 10.9 0.1 26SR 45/46 Bypass 7 17.6 42.4 0.2 17Total 67.4 193.5 1.1 22




Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) Speed13th Street 8 12.7 26.0 0.1 15Total 12.7 26.0 0.1 15


Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedUnion Street 17 9.5 26.0 0.1 20Jordan Avenue 16 21.2 56.1 0.3 20Fee Lane 15 9.3 28.5 0.2 23Walnut Grove 13 2.6 24.9 0.2 28Woodlawn Avenue 10 7.1 17.8 0.1 20Indiana Avenue 9 10.8 27.9 0.2 23Dunn Street 8 13.9 22.4 0.1 11Total 74.3 203.6 1.2 21





35 2.0 13.2 0.1 26Jordan Avenue 21 6.9 15.6 0.1 18Sunrise Drive 22 4.8 22.1 0.2 26Union Street 23 7.8 25.5 0.2 23Jefferson St 24 2.0 15.1 0.1 26E 10th Street 26 3.8 13.1 0.1 15

30 0.4 17.3 0.1 25SR 45/46 Bypass 25 27.8 41.8 0.1 11Total 87.1 248.7 1.4 20


1-Way Alternative SimTraffic ReportPM Peak Hour Page 1
















13: E Law Lane & Walnut Grove Performance by approach















Approach EB SB AllTotal Delay (hr) 9.2 6.6 15.8Delay / Veh (s) 37.9 72.1 47.2








Approach EB NB AllTotal Delay (hr) 0.6 0.2 0.8Delay / Veh (s) 3.6 9.9 4.3






Approach WB NB AllTotal Delay (hr) 0.1 1.6 1.7Delay / Veh (s) 0.8 9.5 6.1







1 34.7 39.0 0.0 4Woodlawn Avenue 2 4.4 29.9 0.2 30Walnut Grove 3 1.7 17.1 0.1 27Fee Lane 4 17.7 31.0 0.1 13Jordan Avenue 5 6.0 44.8 0.3 27Jordan Avenue 6 2.2 11.4 0.1 25SR 45/46 Bypass 7 19.3 44.2 0.2 17Total 86.1 217.4 1.1 20




Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) Speed13th Street 8 37.6 51.7 0.1 7Total 37.6 51.7 0.1 7


Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedUnion Street 17 8.8 25.4 0.1 20Jordan Avenue 16 24.1 54.6 0.3 21Fee Lane 15 10.3 30.0 0.2 22Walnut Grove 13 3.3 25.6 0.2 27Woodlawn Avenue 10 6.8 17.1 0.1 21Indiana Avenue 9 29.4 50.7 0.2 13Dunn Street 8 27.4 35.2 0.1 9Total 110.0 238.6 1.2 18






30 0.9 17.8 0.1 24SR 45/46 Bypass 25 42.7 55.8 0.1 8Total 174.0 338.6 1.4 15











13: E Law Lane & Walnut Grove Street Performance by approach
















Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) Speed13th Street 8 9.0 21.8 0.1 18Indiana Avenue 9 10.6 18.7 0.1 13Woodlawn Avenue 10 9.7 29.9 0.2 2113th Street 13 2.1 13.7 0.1 26Fee Lane 15 12.3 35.2 0.2 20Jordan Avenue 16 18.6 39.7 0.2 16Union Street 17 8.4 39.4 0.3 29E 10th Street 26 1.9 17.4 0.1 30Total 72.7 215.8 1.3 21




Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedUnion Street 17 10.2 27.1 0.1 19Jordan Avenue 16 23.3 60.0 0.3 19Fee Lane 15 12.0 32.6 0.2 20Walnut Grove Street 13 2.9 24.6 0.2 28Woodlawn Avenue 10 8.7 19.7 0.1 18Indiana Avenue 9 12.1 33.2 0.2 19Dunn Street 8 11.5 20.0 0.1 13Total 80.8 217.1 1.2 19




30 0.4 17.8 0.1 24SR 45/46 Bypass 25 23.7 36.9 0.1 12Total 87.0 247.5 1.4 20



30 2.3 17.5 0.1 26E 10th Street 26 3.6 19.6 0.1 22Jefferson St 24 0.6 9.0 0.1 22Union Street 23 12.5 25.0 0.1 16Sunrise Drive 22 6.4 22.3 0.2 26Jordan Avenue 21 16.7 34.0 0.2 18












13: E Law Lane & Walnut Grove Street Performance by approach
















Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) Speed13th Street 8 10.9 23.6 0.1 16Indiana Avenue 9 14.0 22.3 0.1 11Woodlawn Avenue 10 9.4 30.5 0.2 2113th Street 13 3.5 14.9 0.1 23Fee Lane 15 86.6 109.1 0.2 7Jordan Avenue 16 37.9 55.2 0.2 14Union Street 17 17.1 52.7 0.3 22E 10th Street 26 2.8 19.9 0.1 26Total 182.2 328.1 1.3 15




Delay Travel Dist ArterialCross Street Node (s/veh) time (s) (mi) SpeedUnion Street 17 11.1 27.9 0.1 19Jordan Avenue 16 18.3 54.7 0.3 21Fee Lane 15 25.3 44.7 0.2 15Walnut Grove Street 13 4.9 27.6 0.2 25Woodlawn Avenue 10 7.5 18.6 0.1 19Indiana Avenue 9 14.2 35.4 0.2 18Dunn Street 8 10.8 19.1 0.1 13Total 91.9 228.0 1.2 19




30 2.8 20.3 0.1 21SR 45/46 Bypass 25 41.5 54.8 0.1 8Total 144.6 301.0 1.4 16



30 2.2 17.5 0.1 26E 10th Street 26 6.8 21.5 0.1 21Jefferson St 24 0.5 7.5 0.1 26Union Street 23 12.2 24.8 0.1 16Sunrise Drive 22 8.0 22.5 0.2 26Jordan Avenue 21 27.2 44.6 0.2 13


th street mobility study - bloomington, indiana...33 roads - 10.7" (2.7" intermediate...

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