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Page 1: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

MapsMaps TrafficCountsTrafficCountsTrafficTrafficCountsCounts

Mainline PlazaCharacteristicsMainline PlazaCharacteristics

Page 2: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

Year 2005 OOCEA System’s Traffic Data & Statistical Manual Section II-1

Orlando-Orange County Expressway Authority System’s Traffic Data & Statistics Manual

Traffic Count Summary

The following pages are a summary of existing traffic counts that have been gathered on

the expressway system in recent years. The Orlando-Orange County Expressway

Authority (Expressway Authority) has authorized an annual counting program which

provides a minimum of two traffic counts annually at all of the toll collection points on the

Expressway system. At un-tolled ramps, all of the locations are counted or two

consecutive days each year. At each toll collection point, seven days of data are

available.

Daily and monthly adjustment factors, which were used to convert 24-hour weekday

traffic counts to Average Annual Weekday Traffic (AAWT), are presented for each of the

mainline toll plazas and their accompanying ramps. These factors are based on seven

day (7) day counts at the mainline toll plazas, and on monthly transaction records for the

most recent year unaffected by toll adjustments and major system additions. For

example, if a 24-hour roadway count was collected on a Tuesday in July at a certain

location, then that count would be multiplied by the appropriate Tuesday factor to

convert it to an average weekday volume, and by the appropriate July factor to convert it

to an average annual weekday volume. In this way, the variations in weekly and

monthly traffic can be normalized so that counts taken at different times in the year can

be compared.

The following pages contain estimates of Average Annual Weekday Traffic (AAWT) for

all toll plazas, mainline sections, and ramps associated with the Expressway Authority’s

facilities. The data, where available, includes the most recent observations, as well as a

seven (7) year traffic history. Graphical representations of the corresponding data are

also provided.

Complete traffic data is included for SR 408 (East-West Expressway), SR 417 (Central

Florida GreeneWay), SR 528 (Beachline Expressway) and elements of the SR 429

(Western Beltway) that opened to traffic on July 08, 2000 between SR 50 (west Colonial

Page 3: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

Year 2005 OOCEA System’s Traffic Data & Statistical Manual Section II-2

Drive) in Ocoee and US 441 in Apopka and the connection allowing travel to and from

the Florida’s Turnpike that opened on November 09, 2001.

In addition, complete traffic data is included for SR 429 (Western Beltway Part “C”) from

the Florida’s Turnpike to CR 535 that opened in December of 2002 and the Goldenrod

Road Extension from Narcoossee Road to Cargo Road that opened in March 2003.

For the year 2005 System’s Traffic Data and Statistics Manual, the traffic data for SR

429 (Western Beltway Part “C”) from CR 535 to Seidel Road that opened in December

of 2005 is not included due to not having count information available.

The year 2005 System’s Traffic Data and Statistics Manual expressway mainline

AAWT’s were balanced due to the Expressway Authority’s system being a closed

network of limited access facilities. The beginning points to balance the mainline traffic

volumes were considered to be at the mainline toll plazas where the most accurate data

was obtained. In addition to balancing the mainline volumes, minor adjustments had to

be made to some individual ramp terminals to balance the mainline AAWT’s. As

previous stated the following pages summarize the balanced mainline and ramp

volumes.

Page 4: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

Seminole Expressway

Longwood Hills Rd.

BeachlineExpwy.

50 St. Johns

Central Florida GreeneWay

Centr

alFlo

rida

Green

eWay

East-WestExpwy.

Beachline Expwy.

455

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408

Dean

Rd.

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e Rd.

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ay R

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ORLANDOINTERNATIONAL

AIRPORT

438

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Aloma Ave.

438

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435

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ke R

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ire

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ike

C.R.

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C.R.

435

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asse

e Rd.

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ills R

d.

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C.R. 426

C.R. 419

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Lake Butler Little LakeConway

LakeNona

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University Blvd.

CurryFord Rd.

Red Bug Lake Rd.

Dike Rd.

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Oak Ridge Rd.

Michigan St.

Lake Underhill Rd.

KaleyAve.

Robinson St.

Hoffner Ave.

Wetherbee Rd.

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Schofield Rd

Mann

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Chase Rd

Overstreet Rd

Porter Rd

CR 535

Windermere Conroy Rd

Phil Ritson Way

MalcolmRd

Tilden RdPark Ave

Lake Butler Blvd

PorterRd

Hartwood Marsh Rd

McKin

non Rd

Fiquet

te Rd

Winter Garden-Vineland Rd

Goodman Rd

Oak Island Rd

Seidel Rd

Reams Rd

Hartz

og Rd

Buena Vista

Avalo

n Rd

Lake Hancock

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0 - 25,000

25,000 - 50,000

50,000 - 75,000

75,000 - 100,000

100,000 +

Traffic Mainline Toll Plazas

LEGENDAverage Annual Weekday Traffic

TOLL

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000

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EXISTING TRAFFIC VOLUMES (2005 AAWT)Orlando-Orange County Expressway Authority System

II

3

62,300 84,500 128,70083,40027,900

68,700

73,10079,300

47,900

39,700

42,100

Page 5: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

408

East-West ExpresswayEast-West ExpresswayEast-West ExpresswayEast-West Expressway

InterchangesInterchanges

Central Florida GreeneWayCentral Florida GreeneWay

InterchangesInterchanges

Bee Line ExpresswayBee Line Expressway

InterchangesInterchanges

Western ExpresswayWestern Expressway

InterchangesInterchanges

Page 6: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

II

4SR 408 - EAST WEST EXPRESSWAYMainline Segment Volume Summary

SR 408 - EAST WEST EXPRESSWAY

LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Florida Turnpike to SR 50 Spur / Clarke Road 19,220 23,720 26,240 31,010 36,260 38,620 41,730

SR 50 Spur / Clarke Road to Good Homes Road ------ ------ ------ ------ ------ 51,500 54,810

Good Homes Road to Hiawassee Road 34,370 41,040 45,180 49,490 53,070 59,370 62,300

Hiawassee Road to Kirkman Road 43,250 51,110 51,480 57,620 62,020 65,770 68,240

Kirkman Road to Pine Hills Road 50,180 56,810 56,440 59,430 64,800 69,820 71,560

Pine Hills Road to Mercy Drive ------ ------ ------ ------ ------ 77,950 79,650

Mercy Drive to John Young Parkway 61,710 62,240 66,870 69,510 73,010 81,500 83,135

John Young Parkway to Tampa Avenue 61,000 66,020 67,190 70,810 74,550 82,900 84,510

Tampa Avenue to US 441 (Orange Blossom Trail) 63,720 67,350 66,710 67,660 73,160 81,250 82,680

US 441 (Orange Blossom Trail) to Interstate 4 (I-4) 66,110 70,590 70,860 73,210 77,380 84,000 84,970

Interstate 4 (I-4) to Rosalind Avenue ------ ------ ------ ------ ------ 111,630 113,100

Rosalind Avenue to Mills Avenue 101,310 101,330 109,020 109,000 113,990 130,660 133,000

Mills Avenue to Bumby Avenue ------ ------ ------ ------ ------ 138,190 141,320

Bumby Avenue to Crystal Lake Drive ------ ------ ------ ------ ------ 127,990 131,510

Crystal Lake Drive to Conway Road 111,720 116,510 118,310 121,520 128,230 139,760 143,410

Conway Road to SR 436 / Yucatan Drive 98,850 105,200 107,940 110,130 116,000 125,460 128,660

SR 436 / Yucatan Drive to Goldenrod Road 85,410 93,090 95,580 97,390 103,550 112,680 118,360

Goldenrod Road to SR 417 (Central Fl GreeneWay) 74,399 79,610 86,240 89,680 95,560 105,430 111,530

SR 417 (Central Fl GreeneWay) to Dean Road 45,350 51,640 58,160 58,260 61,300 76,350 81,000

Dean Road to Rouse Road 38,530 45,800 50,100 53,760 57,600 63,930 68,740

Rouse Road to Alafaya Trail 35,500 44,360 47,160 49,450 54,230 60,740 63,180

Alafaya Trail to SR 50 (East Colonial Drive) 18,020 23,710 24,930 27,800 33,860 31,860 32,570

Page 7: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 408 - EAST WEST EXPRESSWAYInterchange Ramp Summary

II

5

SR 408 - EAST WEST EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 1 : SR 50 / Clarke Road Spur

Eastbound On-Ramp 6,380 6,680 6,380 6,410 6,380 6,600 6,950

Westbound Off-Ramp 5,430 5,950 5,990 6,030 5,810 6,280 6,130

Exit 2: Good Homes Road

Eastbound On-Ramp 2,680 3,260 4,040 4,270 3,660 3,980 3,850

Westbound Off-Ramp 2,400 3,000 3,450 3,770 3,600 3,890 3,640

Exit 4 : Hiawassee Road

Eastbound Off-Ramp 1,520 1,840 2,410 2,690 3,210 3,670 4,170

Westbound On-Ramp 1,610 1,920 2,460 2,870 3,100 3,500 3,970

Eastbound On-Ramp 5,900 6,450 6,760 5,630 7,200 7,050 7,150

Westbound Off-Ramp 5,330 6,090 5,320 5,130 6,580 6,520 6,930

Exit 5 : Kirkman Road

Eastbound Off-Ramp 2,270 2,730 3,250 3,660 3,540 4,090 4,680

Westbound On-Ramp 2,100 3,090 2,830 3,370 2,940 3,990 4,590

Eastbound On-Ramp 6,200 6,100 5,630 5,540 4,890 6,450 6,790

Westbound Off-Ramp 5,310 5,400 5,310 5,130 4,700 5,680 5,800

Exit 6 : Pine Hills Road

Eastbound On-Ramp 3,960 3,560 3,460 3,640 3,810 4,300 4,070

Westbound Off-Ramp 3,330 3,400 3,100 3,270 3,310 3,830 4,020

Exit 7 : Mercy Drive

Eastbound On-Ramp 1,370 1,530 1,450 1,550 1,460 1,530 1,720

Westbound Off-Ramp 1,540 1,620 1,600 1,990 1,690 2,020 1,765

Exit 8A : John Young Parkway

Eastbound Off-Ramp 2,150 2,680 2,750 3,070 3,590 4,580 4,365

Westbound On-Ramp 2,070 2,530 2,750 3,360 3,830 5,050 4,840

Eastbound On-Ramp 4,180 4,190 4,950 4,420 4,890 5,840 5,765

Westbound Off-Ramp 4,100 3,810 3,810 4,010 4,440 5,190 4,815

Page 8: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 408 - EAST WEST EXPRESSWAYInterchange Ramp Summary

II

6

SR 408 - EAST WEST EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 8B : Tampa Avenue

Eastbound Off-Ramp 750 ------ 720 700 700 1,040 910

Westbound On-Ramp 860 ------ 710 810 510 610 920

Exit 9 : US 441 (Orange Blossom Trail)

Eastbound Off-Ramp 2,340 2,440 2,580 2,710 2,780 2,950 3,050

Westbound On-Ramp 2,400 2,530 2,500 2,750 2,830 3,180 3,380

Eastbound On-Ramp 3,010 3,260 3,290 3,330 3,340 3,980 3,890

Westbound Off-Ramp 4,060 4,330 4,260 4,310 4,320 4,900 4,830

Exit 10A : Interstate 4

SR 408 Eastbound Off-Ramp 8,560 9,190 8,970 9,360 9,830 11,910 12,410

SR 408 Westbound On-Ramp 7,120 8,860 7,610 8,070 8,240 9,940 9,620

SR 408 Eastbound On-Ramp 27,370 28,880 28,170 28,140 30,630 31,480 32,210

SR 408 Westbound Off-Ramp 25,460 27,210 25,250 25,790 28,680 30,160 30,530

Interstate 4 Eastbound On-Ramp ------ ------ ------ ------ 14,470 17,000 17,320

Interstate 4 Westbound On-Ramp ------ ------ ------ ------ 24,000 25,320 24,050

Interstate 4 Eastbound Off-Ramp ------ ------ ------ ------ 16,490 18,410 18,880

Interstate 4 Westbound Off-Ramp ------ ------ ------ ------ 22,310 22,760 22,950

Exit 10B : Orange Avenue

Eastbound Off-Ramp 6,180 6,000 6,680 6,650 6,940 6,950 7,240

Westbound On-Ramp 4,090 4,050 4,420 4,670 4,740 5,210 5,340

Exit 11A : Rosalind Avenue

Eastbound On-Ramp 7,970 7,730 8,510 8,640 7,810 8,810 8,930

Westbound Off-Ramp 9,340 9,540 9,470 10,050 10,010 10,220 10,970

Exit 11B : Mills Avenue

Eastbound Off-Ramp 1,100 1,200 1,180 1,210 1,420 1,420 1,610

Westbound On-Ramp 1,070 1,160 1,090 1,240 1,290 1,330 NA *

* Mills Westbound On-Ramp has been deleted based on the new construction of SR 408 (Project 253A).

Page 9: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 408 - EAST WEST EXPRESSWAYInterchange Ramp Summary

II

7

SR 408 - EAST WEST EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 11B : Mills Avenue

Eastbound On-Ramp 3,930 4,020 4,000 4,390 4,420 4,680 4,680

Westbound Off-Ramp 4,140 4,680 4,530 4,860 5,520 5,600 5,250

Exit 12A : Bumby Avenue

Eastbound Off-Ramp 4,130 4,180 4,310 4,290 4,780 4,920 4,550

Westbound On-Ramp 4,290 4,410 4,450 4,510 4,640 5,280 5,260

Exit 12B : Crystal Lake Drive

Eastbound On-Ramp 4,050 3,710 4,380 4,770 5,160 5,910 5,860

Westbound Off-Ramp 4,240 3,900 4,570 5,270 5,110 5,860 6,040

Exit 13 : Conway Road

Eastbound Off-Ramp 5,940 5,460 5,320 5,360 5,840 6,770 6,880

Westbound On-Ramp 6,190 5,850 5,840 6,030 6,390 7,530 7,870

Exit 14 : SR 436 / Yucatan Drive

Eastbound Off-Ramp 9,640 10,240 9,910 10,570 9,370 11,690 9,680

Westbound On-Ramp 5,270 5,630 5,440 5,010 5,420 5,720 5,700

Westbound On-Loop Ramp 5,820 5,430 7,180 4,580 4,890 4,980 4,760

Eastbound On-Ramp 2,610 2,820 2,820 3,190 3,420 5,270 5,510

Westbound Off-Ramp 2,980 3,200 3,550 3,740 4,100 4,340 4,330

Exit 16 : Goldenrod Road (SR 551)

Eastbound Off-Ramp 9,800 10,880 10,340 9,880 9,810 10,550 10,460

Westbound On-Ramp 10,420 10,490 10,220 10,830 10,120 11,000 10,620

Eastbound On-Ramp 4,350 5,020 5,650 5,810 6,310 7,090 7,020

Westbound Off-Ramp 4,990 5,230 5,930 6,090 6,220 7,210 7,230

Exit 18A : SR 417 (Central Fl GreeneWay)

Eastbound Off-Ramp 15,720 16,610 17,870 17,100 18,130 20,160 20,210

Westbound On-Ramp 16,060 16,590 16,120 16,850 17,450 19,820 20,550

Page 10: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 408 - EAST WEST EXPRESSWAYInterchange Ramp Summary

II

8

SR 408 - EAST WEST EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 18B : SR 417 (Central Fl GreeneWay)

Eastbound Off-Ramp to SB SR 417 2,980 3,220 3,640 3,980 4,570 5,050 5,460

Westbound On-Ramp from SR 417 3,900 3,820 4,080 4,750 5,390 6,880 6,700

Eastbound On-Ramp from SR 417 3,800 4,540 4,190 4,680 5,120 6,600 6,875

Eastbound On-Loop Ramp from SR 417 1,190 2,100 2,500 2,640 3,130 4,190 3,995

Westbound Off-Ramp to NB SR 417 1,400 1,990 2,480 2,850 3,610 4,850 4,325

Westbound Off-Ramp to SB SR 417 4,250 4,960 4,400 4,990 5,370 7,190 7,195

Exit 19 : Dean Road

Eastbound Off-Ramp 5,200 5,620 5,690 5,790 6,220 7,460 7,210

Westbound On-Ramp 4,990 5,200 5,170 6,310 6,730 7,780 7,580

Eastbound On-Ramp 500 830 1,060 1,080 1,050 1,340 1,170

Westbound Off-Ramp 480 760 1,340 1,130 1,090 1,480 1,270

Exit 20 : Rouse Road

Eastbound Off-Ramp 1,890 2,540 2,700 3,080 3,460 3,630 3,980

Westbound On-Ramp 2,080 2,490 2,530 3,110 3,130 3,130 3,650

Eastbound On-Ramp 550 740 840 880 980 1,880 1,070

Westbound Off-Ramp 450 660 860 1,120 970 1,690 1,000

Exit 21: Alafaya Trail

Eastbound Off-Ramp 8,770 9,960 10,780 11,450 12,540 14,040 14,880

Westbound On-Ramp 8,710 10,690 11,640 12,200 13,420 14,840 15,730

Exit 23 : SR 50 (East Colonial Drive)

Eastbound Off-Ramp 7,160 8,410 8,790 9,260 9,830 11,630 11,280

Westbound On-Ramp 960 1,140 1,820 2,270 1,220 1,490 1,370

Westbound On-Loop Ramp 6,760 8,020 8,170 8,740 9,120 10,500 10,780

Page 11: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

East-West ExpresswayEast-West Expressway

InterchangesInterchanges

Central Florida GreeneWayCentral Florida GreeneWay

InterchangesInterchanges

528

Beachline ExpresswayBeachline ExpresswayBeachline ExpresswayBeachline Expressway

InterchangesInterchanges

Western BeltwayWestern Beltway

InterchangesInterchanges

Page 12: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 528 - BEACHLINE EXPRESSWAYMainline Segment Volume Summary

II

9

SR 528 - BEACHLINE EXPRESSWAY

LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Boggy Creek Road to Tradeport Drive 66,900 71,960 69,370 78,110 76,110 94,190 92,280

Tradeport Drive to SR 436 (Semoran) 50,200 52,920 55,690 59,820 63,780 75,700 79,280

SR 436 (Semoran) to Goldenrod Road ------ ------ ------ ------ 55,410 62,010 69,260

Goldenrod Road to Narcoossee Road 43,930 48,910 47,580 52,000 54,430 61,500 68,270

Narcoossee Road to SR 417 (Central Fl GreeneWay) 38,800 43,950 42,480 46,170 48,930 54,140 58,250

SR 417 (Central Fl GreeneWay) to ICP Boulevard 29,970 33,590 34,590 36,760 39,940 45,930 47,870

ICP Boulevard to Dallas Boulevard ------ ------ ------ ------ 40,200 43,480 46,270

Dallas Boulevard to SR 520 27,240 30,220 32,210 35,770 38,570 40,490 42,360

Page 13: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 528 - BEACHLINE EXPRESSWAYInterchange Ramp Summary

II

10

SR 528 - BEACHLINE EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 8 : Boggy Creek Road

Eastbound On-Ramp 13,870 15,310 14,250 15,820 15,180 16,850 16,690

Westbound Off-Ramp 10,560 11,320 10,830 12,230 11,480 12,380 12,960

Exit 9 : Tradeport Dr / Conway Rd

Eastbound Off-Ramp 13,470 12,540 10,790 12,020 11,970 16,540 11,670

Westbound On-Ramp 8,970 7,810 7,080 7,650 7,010 7,270 7,620

Eastbound On-Ramp 2,150 ------ 1,790 2,890 2,410 2,930 3,660

Westbound Off-Ramp 1,430 1,750 1,950 1,790 1,890 2,390 2,530

Exit 11A&B : SR 436 (Semoran Blvd)

Eastbound Off-Ramp to NB SR 436 3,670 4,290 4,780 4,910 4,280 6,130 4,110

Eastbound Off-Ramp to SB SR 436 9,690 10,400 12,820 10,210 10,150 12,540 13,010

Westbound On-Ramp from NB SR 436 7,670 8,590 10,290 8,110 9,080 11,110 11,810

Westbound On-Ramp from SB SR 436 4,550 5,580 6,250 5,570 6,090 5,560 5,940

Eastbound On-Ramp from NB SR 436 5,950 6,870 7,400 5,710 5,850 6,900 7,970

Eastbound On-Ramp from SB SR 436 3,880 4,110 4,140 3,090 3,110 3,290 3,940

Westbound Off-Ramp to NB SR 436 4,170 4,360 4,360 3,600 3,780 3,790 4,520

Westbound Off-Ramp to SB SR 436 6,780 7,260 7,260 6,050 6,270 7,670 8,420

Exit 12 : Goldenrod Road

Eastbound Off-Ramp ------ ------ ------ ------ 1,730 2,580 2,830

Westbound On-Ramp ------ ------ ------ ------ 1,310 1,680 2,050

Westbound On-Loop Ramp ------ ------ ------ ------ 360 370 510

Eastbound On-Ramp ------ ------ ------ ------ 1,920 2,110 2,230

Westbound Off-Ramp ------ ------ ------ ------ 1,600 2,010 2,170

Page 14: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 528 - BEACHLINE EXPRESSWAYInterchange Ramp Summary

II

11

SR 528 - BEACHLINE EXPRESSWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 13 : Narcoossee Road

Eastbound Off-Ramp 5,710 5,390 5,540 5,910 5,440 6,540 8,250

Westbound On-Ramp 4,760 5,270 5,560 5,660 5,530 6,920 7,890

Eastbound On-Ramp 2,820 3,090 2,870 2,750 2,680 3,340 3,660

Westbound Off-Ramp 2,580 2,990 2,620 2,930 2,290 2,760 2,460

Exit 16 : SR 417 (GreeneWay)

Eastbound Off-Ramp to NB SR 417 9,790 11,930 10,110 11,210 12,610 15,010 18,100

Eastbound Off-Ramp to SB SR 417 190 190 150 170 160 190 260

Westbound On-Ramp from NB SR 417 200 200 220 200 200 240 290

Westbound On-Ramp from SB SR 417 9,870 12,530 10,580 11,750 12,760 16,660 16,980

Eastbound On-Ramp from NB SR 417 1,750 2,020 2,200 2,580 2,560 3,710 4,210

Eastbound On-Ramp from SB SR 417 2,540 3,870 3,680 4,110 4,710 7,360 6,920

Westbound Off-Ramp to NB SR 417 2,920 3,510 3,590 4,730 5,460 8,390 9,130

Westbound Off-Ramp to SB SR 417 2,150 2,150 2,450 2,870 2,920 4,430 4,990

Exit 20 : International Corporate Park

Eastbound Off-Ramp 770 1,070 760 920 810 1,330 970

Westbound On-Ramp 800 920 840 880 830 1,550 1,130

Eastbound On-Ramp 210 210 190 170 190 210 240

Westbound Off-Ramp 220 220 190 190 200 220 260

Exit 24 : Dallas Boulevard

Eastbound Off-Ramp 520 660 780 1,130 1,450 1,440 1,820

Westbound On-Ramp 540 740 840 1,280 1,790 1,550 2,090

Exit 31 : SR 520

Eastbound Off-Ramp 2,200 2,270 2,220 2,270 3,320 3,680 2,410

Westbound On-Ramp 3,030 2,280 2,170 2,350 1,990 2,280 1,610

Page 15: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

East-West ExpresswayEast-West Expressway

InterchangesInterchanges

417

Central Florida GreeneWayCentral Florida GreeneWayCentral Florida GreeneWayCentral Florida GreeneWay

InterchangesInterchanges

Bee Line ExpresswayBee Line Expressway

InterchangesInterchanges

Western ExpresswayWestern Expressway

InterchangesInterchanges

Page 16: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 417 - CENTRAL FLORIDA GREENEWAYMainline Segment Volume Summary

II

12

SR 417 - CENTRAL FLORIDA GREENEWAY

LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

I-Drive to John Young Parkway 25,630 28,660 29,160 32,020 33,240 40,000 42,080

John Young Parkway to Orange Blossom Trail 24,180 25,210 28,520 30,860 29,880 38,540 40,540

Orange Blossom Trail to Landstar Boulevard 23,250 22,930 25,890 29,010 29,120 36,800 39,520

Landstar Boulevard to Boggy Creek Road 22,440 24,380 25,180 28,120 30,190 36,920 39,670

Boggy Creek Road to Narcoossee Road 14,760 15,340 17,870 22,900 23,720 29,330 31,820

Narcoossee Road to SR 528 (Beachline Expwy) 16,280 16,660 18,910 24,430 25,530 32,020 34,950

SR 528 (Beachline Expwy) to Lee Vista Boulevard ------ ------ 42,130 47,750 49,940 63,180 69,490

Lee Vista Boulevard to Curry Ford Road 39,270 42,460 44,290 50,200 54,760 67,010 73,140

Curry Ford Road to SR 408/SR 417 Systems Interchange 33,030 35,510 40,580 43,880 49,070 60,800 66,780

North of SR 408/SR 417 Systems Interchange 22,190 27,260 29,940 30,970 37,960 44,120 48,870

North of Valencia College Lane 29,050 31,850 30,260 32,850 35,240 38,670 39,390

SR 408/SR 417 Systems Interchange to SR 50 (Colonial Dr) 51,240 57,560 54,660 65,060 74,200 82,790 88,260

SR 50 (Colonial Dr) to University Boulevard 49,900 53,240 56,370 60,640 68,590 77,940 83,420

University Boulevard to Orange Seminole County Line 38,940 42,660 43,320 53,250 57,720 65,530 71,000

South of Valenica College Lane 30,380 33,160 31,300 33,910 36,230 40,760

Page 17: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 417 - CENTRAL FLORIDA GREENEWAYInterchange Ramp Summary

II

13

SR 417 - CENTRAL FLORIDA GREENEWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 6 : International Drive

Northbound On-Ramp 5,940 7,460 6,360 6,840 7,110 9,490 10,770

Southbound Off-Ramp 6,130 7,240 6,400 7,700 7,510 9,580 11,030

Exit 10: John Young Parkway

Northbound Off-Ramp 2,980 3,330 3,150 3,620 3,560 4,840 4,650

Southbound On-Ramp 2,430 3,150 3,010 3,620 3,520 4,620 5,360

Northbound On-Ramp 2,230 2,030 2,100 2,550 2,880 4,090 4,370

Southbound Off-Ramp 2,100 1,830 1,930 2,340 2,830 3,910 4,100

Exit 11 : US 17-92 / US 441

Northbound Off-Ramp 2,040 2,810 2,930 2,790 2,920 3,180 2,880

Southbound On-Ramp 2,390 2,760 3,460 3,210 3,180 3,250 2,600

Northbound On-Ramp 1,660 1,570 1,940 1,850 1,940 2,220 2,030

Southbound Off-Ramp 1,840 1,720 1,820 2,090 2,340 2,470 2,430

Exit 14 : Landstar Boulevard

Northbound Off-Ramp 1,830 1,450 1,630 1,820 2,030 3,200 3,360

Southbound On-Ramp 2,020 1,670 2,030 2,110 2,320 3,510 3,730

Northbound On-Ramp 1,330 1,770 2,350 2,370 2,590 3,380 3,580

Southbound Off-Ramp 1,380 1,770 2,370 2,430 2,740 3,450 3,660

Exit 17 : Boggy Creek Road

Northbound Off-Ramp 4,600 4,300 3,960 4,680 4,370 5,170 5,700

Southbound On-Ramp 4,560 4,830 3,790 4,440 5,110 6,110 6,320

Northbound On-Ramp 1,040 1,180 1,250 1,410 1,540 1,960 2,220

Southbound Off-Ramp 960 1,020 1,110 1,320 1,340 1,730 1,950

Exit 22 : Narcoossee Road

Northbound Off-Ramp 770 900 1,150 1,340 1,610 2,000 2,630

Southbound On-Ramp 790 870 1,150 1,350 1,600 2,080 2,730

Page 18: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 417 - CENTRAL FLORIDA GREENEWAYInterchange Ramp Summary

II

14

SR 417 - CENTRAL FLORIDA GREENEWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 22 : Narcoossee Road

Northbound On-Ramp 1,560 1,540 1,660 2,050 2,470 3,260 4,150

Southbound Off-Ramp 1,520 1,550 1,680 2,170 2,550 3,510 4,340

Exit 26 : Bee Line Expressway

Northbound Off-Ramp to EB SR 528 1,750 2,020 2,200 2,580 2,560 3,710 4,210

Northbound Off-Ramp to WB SR 528 200 200 220 200 200 240 290

Southbound On-Ramp from EB SR 528 190 190 150 170 160 190 260

Southbound On-Ramp from WB SR 528 2,150 2,150 2,450 2,870 2,920 4,430 4,990

Northbound On-Ramp from EB SR 528 9,790 11,930 10,110 11,210 12,610 15,010 18,100

Northbound On-Ramp from WB SR 528 2,540 3,870 3,590 4,730 5,460 8,390 9,130

Southbound Off-Ramp to EB SR 528 2,920 3,510 3,680 4,110 4,710 7,360 6,920

Southbound Off-Ramp to WB SR 528 9,870 12,530 10,580 11,750 12,760 16,660 16,980

Exit 27 : Lee Vista Boulevard

Northbound Off-Ramp ------ ------ ------ 440 520 870 940

Southbound On-Ramp ------ ------ ------ 350 470 790 1,000

Northbound On-Ramp ------ ------ 1,050 1,710 1,810 2,900 2,960

Southbound Off-Ramp ------ ------ 1,110 1,530 1,780 2,590 2,630

Exit 30 : Curry Ford Road

Northbound Off-Ramp 4,140 4,360 5,010 5,010 5,870 7,050 7,080

Southbound On-Ramp 3,990 4,190 4,810 4,810 5,860 6,710 6,620

Northbound On-Ramp 1,640 1,910 2,230 2,510 3,050 4,230 4,160

Southbound Off-Ramp 1,530 1,770 2,080 2,240 2,780 3,320 3,180

Exit 33A : SR 408 East West Expressway

Northbound Off-Ramp to EB SR 408 3,200 4,540 4,190 4,680 5,120 6,600 6,630

Northbound Off-Ramp to WB SR 408 3,900 3,820 4,080 4,750 5,390 6,880 6,700

Page 19: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 417 - CENTRAL FLORIDA GREENEWAYInterchange Ramp Summary

II

15

SR 417 - CENTRAL FLORIDA GREENEWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 33A : SR 408 East West Expressway

Southbound On-Ramp from EB SR 408 2,980 3,220 3,640 3,980 4,570 5,050 5,460

Southbound On-Ramp from WB SR 408 3,420 4,960 4,400 4,990 5,370 7,190 6,940

Northbound On-Ramp from WB SR 408 1,140 1,990 2,480 2,850 3,610 4,850 4,170

Southbound Off-Ramp to EB SR 408 960 2,100 2,500 2,640 3,130 4,190 3,850

Exit 1 : Valencia College Lane

Northbound Off-Ramp 1,750 1,840 1,730 1,770 1,890 2,370 2,270

Southbound On-Ramp 1,660 1,680 1,610 1,640 1,780 2,150 2,260

Northbound On-Ramp 1,050 1,060 1,110 1,120 1,280 1,640 1,600

Southbound Off-Ramp 1,030 1,150 1,190 1,230 1,400 1,570 1,560

Exit 33B : SR 408 East West Expwy Spur

Northbound On-Ramp 14,880 13,710 15,030 16,300 19,050 22,150 25,025

Southbound Off-Ramp 14,670 13,550 14,910 14,670 18,910 21,970 24,045

Exit 34 : SR 50 East Colonial Drive

Northbound Off-Ramp 3,310 3,500 3,980 3,870 4,040 5,330 5,130

Southbound On-Ramp 3,100 3,180 3,190 3,390 3,490 4,490 4,450

Northbound On-Ramp 1,530 1,680 1,790 2,250 2,270 2,490 2,320

Southbound Off-Ramp 1,480 1,620 1,710 2,090 2,250 2,480 2,420

Exit 37 : University Boulevard

Northbound Off-Ramp 6,400 7,370 7,180 8,070 8,000 9,210 8,880

Northbound Off-Loop Ramp 1,250 1,480 1,480 1,600 1,730 2,380 2,240

Southbound On-Ramp 1,300 1,480 1,460 1,620 1,840 2,320 2,260

Southbound On-Loop Ramp 6,050 6,710 6,290 7,070 7,310 7,680 7,850

Northbound On-Ramp 2,960 3,180 3,390 4,150 4,600 4,630 4,340

Southbound Off-Ramp 3,000 3,350 3,540 4,060 4,620 4,550 4,470

Page 20: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

East-West ExpresswayEast-West Expressway

InterchangesInterchanges

Central Florida GreeneWayCentral Florida GreeneWay

InterchangesInterchanges

Beachline ExpresswayBeachline Expressway

InterchangesInterchanges

429

Western BeltwayWestern BeltwayWestern BeltwayWestern Beltway

InterchangesInterchanges

Page 21: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 429 - WESTERN BELTWAYMainline Segment Volume Summary

II

16

SR 429 - WESTERN BELTWAY

Segment LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

CR 535 to Florida Turnpike / SR 50 ------ ------ ------ ------ 12,510 17,800 21,720

Florida Turnpike / SR 50 to Plant Street (SR 438) ------ 8,030 15,080 23,040 29,500 32,160 37,890

Plant Street (SR 438) to West Road ------ 9,190 15,430 20,310 24,800 28,130 33,540

West Road to Ocoee Apopka (CR 437A) ------ 8,360 13,620 16,940 20,140 23,820 27,940

Ocoee Apopka (CR 437A) to US 441 ------ 7,790 13,910 16,080 19,900 22,210 26,180

Page 22: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 429 - WESTERN BELTWAYInterchange Ramp Summary

II

17

SR 429 - WESTERN BELTWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 19 : CR 535 (Winter Garden Rd)

Northbound On-Ramp ------ ------ ------ ------ 6,290 8,970 11,010

Southbound Off-Ramp ------ ------ ------ ------ 6,220 8,830 10,710

Exit 22&23 : FL Turnpike / SR 50

Northbound On-Ramp from SR 50 ------ 3,762 3,330 3,910 2,710 2,710 3,000

Southbound Off-Ramp to SR 50 ------ 4,265 3,230 3,150 2,550 2,570 2,860

Northbound Off-Ramp to NB Turnpike ------ ------ ------ ------ 260 320 310

Northbound Off-Ramp to SB Turnpike ------ ------ ------ ------ 3,700 5,590 4,460

Southbound On-Ramp from NB Turnpike ------ ------ ------ ------ 3,280 4,840 5,300

Southbound On-Ramp from SB Turnpike ------ ------ ------ ------ 340 430 480

Northbound Off-Ramp to SR 50 ------ ------ ------ ------ 840 1,140 1,300

Southbound On-Ramp from SR 50 ------ ------ ------ ------ 1,130 1,410 1,610

Northbound On-Ramp from NB Turnpike ------ ------ ------ 7,080 9,100 9,710 10,320

Northboudn On-Ramp from SB Turnpike ------ ------ ------ 1,740 3,700 4,090 4,180

Southbound Off-Ramp to NB Turnpike ------ ------ ------ 1,610 2,250 2,240 2,680

Southbound Off-Ramp to SB Turnpike ------ ------ ------ 7,140 7,670 8,840 9,250

Exit 24 : SR 438 / Plant Street

Northbound Off-Ramp ------ 259 1,220 2,170 2,870 3,670 4,090

Southbound On-Ramp ------ 209 880 1,790 2,470 3,010 3,360

Northbound On-Ramp ------ 675 900 1,090 1,130 1,370 1,370

Southbound Off-Ramp ------ 637 1,020 1,360 1,270 1,280 1,520

Page 23: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

SR 429 - WESTERN BELTWAYInterchange Ramp Summary

II

18

SR 429 - WESTERN BELTWAY

Ramp LocationYear

1999

Year

2000

Year

2001

Year

2002

Year

2003

Year

2004

Year

2005

Exit 26 : West Road

Northbound Off-Ramp ------ 692 860 1,370 1,960 2,580 3,330

Southbound On-Ramp ------ 747 780 1,440 2,000 2,590 3,300

Northbound On-Ramp ------ 365 630 850 380 450 500

Southbound Off-Ramp ------ 245 240 330 360 410 530

Exit 30 : CR 437A (Ocoee Apopka)

Northbound Off-Ramp ------ 281 420 420 620 790 850

Southbound On-Ramp ------ 287 420 360 590 820 910

Exit 33 : US 441

Northbound Off-Ramp to EB US 441 ------ 1,585 2,845 3,600 4,780 4,980 5,240

Northbound Off-Ramp to WB US 441 ------ 2,280 4,105 5,190 5,550 6,030 6,400

Southbound On-Ramp from EB US 441 ------ 2,270 3,920 4,980 5,980 6,380 7,200

Southbound On-Ramp from WB US 441 ------ 1,760 3,040 3,860 4,410 4,820 4,470

Page 24: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

II

19SR 408 - EAST WEST EXPRESSWAY

Seasonal Adjustment Factors

SR 408 - EAST WEST EXPRESSWAY

Daily and monthly adjustment factors presented for each of the mainline toll plazas are used to convert the

twenty-four hour Weekday Traffic Counts to Average Annual Weekday Traffic (AAWT). The first step in

developing the AAWT is to multiply the Weekday Traffic by the Daily Adjustment Factor to determine the

Average Weekday Traffic (AWT). Next step is to take the Average Weekday Traffic (AWT) and multiply by

the Monthly Adjustment Factors to determine the Average Annual Weekday Traffic (AAWT).

In addition to developing the AAWT, a conversion factor to get the Annual Average Daily Traffic is also

presented for each of the mainline toll plazas. To determine the Annual Average Daily Traffic (AADT), take

the Annual Average Weekday Traffic and multiply by the AADT Conversion Factor. Note that these

adjustment factors are based on the year 2005 transactions and account for the number of weekdays,

weekends and holidays occurring each month.

Daily Adjustment Factors

Weekday Hiawassee Holland West Holland East DeanMonday 1.035 1.031 1.053 1.044Tuesday 1.018 1.017 1.027 1.017

Wednesday 1.019 1.019 1.021 1.033Thursday 0.998 0.992 0.978 0.988

Friday 0.937 0.947 0.930 0.928

Monthly Adjustment Factors

Month Hiawassee Holland West Holland East DeanJanuary 1.015 1.014 1.024 1.000February 0.979 0.970 0.982 0.971March 0.984 0.984 0.989 0.992April 0.990 0.995 0.981 0.984May 1.005 1.012 0.998 1.003June 1.019 1.024 1.017 1.046July 1.018 1.023 1.015 1.042

August 0.998 0.995 0.999 1.004September 1.018 1.019 1.011 1.011

October 1.027 1.021 1.020 1.004November 0.954 0.953 0.964 0.954December 0.999 0.997 1.005 0.995

Hiawassee Holland West Holland East Dean0.912 0.910 0.930 0.891

AADT Conversion Factors

Factor

Page 25: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

II

20SR 528 - BEACHLINE EXPRESSWAY

Seasonal Adjustment Factors

SR 528 - BEACHLINE EXPRESSWAY

Daily and monthly adjustment factors presented for each of the mainline toll plazas are used to convert the

twenty-four hour Weekday Traffic Counts to Average Annual Weekday Traffic (AAWT). The first step in

developing the AAWT is to multiply the Weekday Traffic by the Daily Adjustment Factor to determine the

Average Weekday Traffic (AWT). Next step is to take the Average Weekday Traffic (AWT) and multiply by

the Monthly Adjustment Factors to determine the Average Annual Weekday Traffic (AAWT).

In addition to developing the AAWT, a conversion factor to get the Annual Average Daily Traffic is also

presented for each of the mainline toll plazas. To determine the Annual Average Daily Traffic (AADT), take

the Annual Average Weekday Traffic and multiply by the AADT Conversion Factor. Note that these

adjustment factors are based on the year 2005 transactions and account for the number of weekdays,

weekends and holidays occurring each month.

Daily Adjustment Factors

Weekday Airport Beachline MainMonday 1.034 1.038Tuesday 1.086 1.076

Wednesday 1.021 1.063Thursday 0.971 0.971

Friday 0.907 0.880

Monthly Adjustment Factors

Month Airport Beachline MainJanuary 1.048 1.113February 0.967 1.013March 0.933 0.920April 1.006 0.974May 1.008 0.964June 1.005 0.987July 1.002 0.939

August 1.027 0.992September 1.080 1.101

October 1.050 1.096November 0.937 0.973December 0.960 0.972

Airport Beachline Main0.941 0.979

AADT Conversion Factors

Factor

Page 26: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

II

21SR 417 - CENTRAL FLORIDA GREENEWAY

Seasonal Adjustment Factors

SR 417 - CENTRAL FLORIDA GREENEWAY

Daily and monthly adjustment factors presented for each of the mainline toll plazas are used to convert the

twenty-four hour Weekday Traffic Counts to Average Annual Weekday Traffic (AAWT). The first step in

developing the AAWT is to multiply the Weekday Traffic by the Daily Adjustment Factor to determine the

Average Weekday Traffic (AWT). Next step is to take the Average Weekday Traffic (AWT) and multiply by

the Monthly Adjustment Factors to determine the Average Annual Weekday Traffic (AAWT).

In addition to developing the AAWT, a conversion factor to get the Annual Average Daily Traffic is also

presented for each of the mainline toll plazas. To determine the Annual Average Daily Traffic (AADT), take

the Annual Average Weekday Traffic and multiply by the AADT Conversion Factor. Note that these

adjustment factors are based on the year 2005 transactions and account for the number of weekdays,

weekends and holidays occurring each month.

Daily Adjustment Factors

Weekday John Young Boggy Creek Curry Ford UniversityMonday 1.056 1.064 1.047 1.089Tuesday 1.076 1.081 1.038 1.028

Wednesday 1.031 1.024 1.015 1.000Thursday 0.972 0.971 0.973 0.967

Friday 0.890 0.887 0.937 0.932

Monthly Adjustment Factors

Month John Young Boggy Creek Curry Ford UniversityJanuary 1.081 1.081 1.030 1.030February 0.981 0.974 0.974 0.977March 0.917 0.910 0.965 0.979April 0.986 0.988 1.001 0.992May 1.003 1.007 0.990 0.996June 1.008 1.016 1.031 1.010July 0.960 0.999 1.027 1.032

August 1.017 1.005 0.980 0.987September 1.118 1.078 1.029 1.015

October 1.049 1.058 1.039 1.025November 0.960 0.953 0.950 0.951December 0.954 0.960 0.995 1.013

John Young Boggy Creek Curry Ford University0.969 0.955 0.902 0.899

AADT Conversion Factors

Factor

Page 27: TrafficMaps Traffic Counts Characteristicsfiles.meetup.com/515268/orlando Highway traffic.pdf · M c K i n n o n R d F i q u e t t e R d W i n t e r Gar d en-Vin ela n d R d Goodman

II

22SR 429 - WESTERN BELTWAYSeasonal Adjustment Factors

SR 429 - WESTERN BELTWAY

Daily and monthly adjustment factors presented for each of the mainline toll plazas are used to convert the

twenty-four hour Weekday Traffic Counts to Average Annual Weekday Traffic (AAWT). The first step in

developing the AAWT is to multiply the Weekday Traffic by the Daily Adjustment Factor to determine the

Average Weekday Traffic (AWT). Next step is to take the Average Weekday Traffic (AWT) and multiply by

the Monthly Adjustment Factors to determine the Average Annual Weekday Traffic (AAWT).

In addition to developing the AAWT, a conversion factor to get the Annual Average Daily Traffic is also

presented for each of the mainline toll plazas. To determine the Annual Average Daily Traffic (AADT), take

the Annual Average Weekday Traffic and multiply by the AADT Conversion Factor. Note that these

adjustment factors are based on the year 2005 transactions and account for the number of weekdays,

weekends and holidays occurring each month.

Daily Adjustment Factors

Weekday Forest LakeMonday 1.056Tuesday 1.036

Wednesday 1.015Thursday 0.982

Friday 0.922

Monthly Adjustment Factors

Month Forest LakeJanuary 1.030February 0.976March 0.974April 0.995May 0.990June 1.012July 1.028

August 0.977September 1.033

October 1.047November 0.964December 0.981

Forest Lake0.907

AADT Conversion Factors

Factor


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