2018 LEVEL OF SERVICE REPORT...The 2018 Roadway Level of Service Report is a comprehensive listing of major County and State maintained roadways within unincorporated Hillsborough

2018

LEVEL OF SERVICE

REPORT

DISCLAIMER

Hillsborough County Public Works staff has made every effort to ensure the accuracy of the information shown in this document; however, makes no warranty or representation, expressed or implied, as to the use, accuracy or interpretation of the data herein. Traffic count data has been collected by persons or agents other than Hillsborough County and cannot be guaranteed by Hillsborough County. This report makes extensive use of statewide default values and is intended for generalized analyses and initial problem identification. It should only be used as a guide and reference, and should be supplemented with a more detailed study, signed and sealed by a professional engineer, to more accurately determine the level of service (LOS) and/or operating conditions for use in traffic analyses. As new information becomes available, this report will be updated. Before relying on this data, the user should visit the Hillsborough County Development Services Department located at 601 East Kennedy Boulevard, 20th Floor, Tampa, Florida 33602, to review the official records of the agency, and confirm that the data is current.

INTRODUCTION

The 2018 Roadway Level of Service Report is a comprehensive listing of major County and State maintained roadways within unincorporated Hillsborough County and their operating conditions based upon recent counts. The MPO conducted limited road counts May and September of 2015 and September of 2017. As counts are collected the report will be updated to include the most recent counts. State roads were are counted annually and provided by the Florida Department of Transportation (FDOT).

This report uses the minimum Level of Service (LOS) standards from the Transportation Element of the adopted Hillsborough County Comprehensive Plan. The most recent version (03/14/2018) of the Florida Department of Transportation (FDOT) Generalized Annual Average Daily Volumes and Generalized Peak Hour Directional Volumes were used as a base to determine maximum service volumes (capacities) for both state and county maintained roadways within the county. The operating conditions for the State Roads was calculated using average daily volumes and capacities based on FDOT’s recommended methodology. Based on Hillsborough County’s methodology, a 95 percent adjustment factor was applied to all capacities on regulated roads in Unincorporated Hillsborough County. Roadways included in this inventory are regulated arterials and collectors as defined in the Hillsborough County Comprehensive Plan.

Previous versions of the LOS Report assigned a general Level of Service (LOS) to each road segment based on where the counted AADT or peak hour/peak direction volume compared to the FDOT generalized tables described above. A better measure of effectiveness (MOE) related to the observed operations of a roadway segment is by measuring the volume to capacity (v/c) ratio. There is still a general correlation between v/c ratio and LOS that can be drawn. A v/c ratio of 1.0 or greater indicates that the counted volume exceeds the capacity of the road, which correlates to LOS F. As traffic counts, generalized service volumes, or other MOEs are updated and/or developed, the Roadway LOS Report will be updated accordingly.

In accordance with Sec. 4.02.02 of the Hillsborough County Land Development Code, the FDOT Tables of Generalized Daily Level‐of‐Service Maximum Volumes will be used to determine initial highway capacities. The measurement of capacity may also be determined by substantiation in the form of engineering studies signed by a licensed Professional Engineer. Traffic analysis techniques must be technically sound and justifiable as determined by the County. Alterations to capacity on the State Highway System beyond ranges established by agreement between Hillsborough County and FDOT shall require FDOT review and approval.

This report includes the inventory of all State and County collectors and arterials in unincorporated Hillsborough County, as well as support documentation.

HILLSBOROUGH COUNTY 2018 LOS REPORT

On Street From To Lane NoLane Type Length

Speed Limit LOS Std 2017 AADT

Peak Hour Pk Dir Vol Daily MSV

Daily v/c Ratio

Pk Hr Pk Dir MSV

Pk Hr Pk Dir v/c Ratio Jurisdiction

Local Func Class

11TH AVE NW 14TH ST NW US 41 2 U 1.09 35 D 3,195 180 12,510 0.26 621 0.29 CR C12TH ST NE / INTERCHANGE ST SHELL POINT RD US 41 2 U 1.67 40 D 2,499 114 12,510 0.20 621 0.18 CR C131ST AVE NEBRASKA AVE 30TH ST 2 U 1.54 30 E 7,773 492 12,870 0.60 639 0.77 CR C14TH AVE SE US 41 24TH ST SE 2 U 2.05 45 D 2,080 104 12,510 0.17 621 0.17 CR C14TH ST NW SHELL POINT RD 19TH AVE NW 2 U 1.00 40 D 1,078 64 12,510 0.09 621 0.10 CR C15TH ST FOWLER AVE FLETCHER AVE 2 U 1.02 30 D 10,463 533 12,510 0.84 621 0.86 CR C19TH AVE NE US HWY 41 US HWY 301 2 U 6.09 45 D 12,147 584 13,205 0.92 656 0.89 CR A19TH AVE NW EG SYMMONS PARK US HWY 41 2 U 2.32 45 D 3,369 205 12,510 0.27 621 0.33 CR C21ST AVE SE 6TH ST SE 24TH ST SE 2 U 1.52 45 D 3,369 154 12,510 0.27 621 0.25 CR C21ST ST SE SR 674 SHELL POINT RD 2 U 0.51 35 D 3,541 180 12,510 0.28 621 0.29 CR C22ND ST CLUB DR BEARSS AVE 2 U 1.79 25 E 10,403 547 16,920 0.61 837 0.65 CR C24TH ST SE 21ST AVE SE SR 674 2 U 1.25 45 D 3,724 155 12,510 0.30 621 0.25 CR C24TH ST NE SR 674 SHELL POINT RD 4 D 0.50 40 D 3,432 142 32,580 0.11 1611 0.09 CR C24TH ST NE SHELL POINT RD 19TH AVE NE 2 D 1.01 30 D 3,432 142 13,136 0.26 652 0.22 CR C30TH ST FOWLER AVE FLETCHER AVE 6 D 1.02 45 E 52,277 2087 54,150 0.97 2679 0.78 CR PA30TH ST FLETCHER AVE BEARSS AVE 6 D 0.75 45 E 42,851 1800 54,150 0.79 2679 0.67 CR A30TH ST SR 674 SHELL POINT RD 4 D 0.46 35 D 14,501 892 32,580 0.45 1611 0.55 CR C30TH ST SHELL POINT RD 19TH AVE NE 2 D 1.08 40 D 14,501 892 13,136 1.10 652 1.37 CR C46TH ST FLETCHER AVE SKIPPER RD 2 U 0.78 35 D 11,677 648 12,510 0.93 621 1.04 CR C50TH ST FOWLER AVE FLETCHER AVE 2 U 1.01 45 E 12,271 489 16,920 0.73 837 0.58 CR C56TH ST FOWLER AVE FLETCHER AVE 4 D 1.01 45 D 25,500 1300 34,390 0.74 1701 0.76 CR A6TH ST SE 21ST AVE SE SR 674 2 U 1.26 40 D 3,891 212 12,510 0.31 621 0.34 CR C78TH ST RIVERVIEW DR MADISON AVE 2 U 2.40 50 D 6,078 387 12,510 0.49 621 0.62 CR C78TH ST MADISON AVE CAUSEWAY BLVD 2 U 1.62 50 E 15,092 795 16,920 0.89 837 0.95 CR C78TH ST CAUSEWAY BLVD PALM RIVER RD 4 D 1.26 45 E 18,359 915 35,910 0.51 1777 0.51 CR A78TH ST PALM RIVER RD ADAMO DR 4 D 0.79 45 D 18,359 915 34,390 0.53 1701 0.54 CR AANDERSON RD CITY LIMITS HOOVER BLVD 2 U 1.09 30 D 10,629 542 12,510 0.85 621 0.87 CR CANDERSON RD SLIGH AVE WATERS AVE 4 D 1.08 45 E 25,207 1285 35,910 0.70 1777 0.72 CR AANDERSON RD WATERS AVE LINEBAUGH AVE 4 D 1.05 50 E 33,000 1682 35,910 0.92 1777 0.95 CR AANDERSON RD LINEBAUGH AVE GUNN HWY 4 D 1.50 45 D 20,221 909 34,390 0.59 1701 0.53 CR AANGEL LN LUTZ LAKE FERN PASCO COUNTY 2 U 0.92 35 C 989 61 15,903 0.06 787 0.08 CR CAPOLLO BEACH BLVD SURFSIDE BLVD US HWY 41 4 D 2.47 35 D 7,997 390 12,510 0.64 621 0.63 CR CARMENIA AVE CITY LIMITS FLETCHER AVE 2 U 0.99 35 D 5,800 295 12,510 0.46 621 0.48 CR CBALM BOYETTE RD CR 672 BOYETTE RD 2 U 4.19 40 C 4,135 211 16,920 0.24 837 0.25 CR CBALM RD BALM WIMAUMA RD BALM RD 2 U 1.48 55 C 6,641 338 17,860 0.37 884 0.38 CR ABALM RD / CR 672 US HWY 301 BALM RIVERVIEW 2 U 3.80 55 D 6,567 265 24,225 0.27 1197 0.22 CR ABALM RIVERVIEW RD BALM RD BIG BEND RD 2 U 2.35 55 C 2,600 133 15,903 0.16 787 0.17 CR CBALM RIVERVIEW RD BIG BEND RD BOYETTE RD 2 U 4.05 45 D 8,400 490 15,904 0.53 791 0.62 CR CBALM RIVERVIEW RD BOYETTE RD US HWY 301 2 U 1.22 35 D 11,225 538 12,510 0.90 621 0.87 CR CBALM WIMAUMA RD SR 674 CR 672 2 U 3.97 50 C 3,036 137 16,920 0.18 837 0.16 CR CBARRY RD HANLEY RD BENJAMIN RD 2 U 1.30 25 D 6,208 367 12,510 0.50 621 0.59 CR CBEARSS AVE DALE MABRY HWY FLORIDA AVE 4 D 2.87 45 E 41,699 1700 35,910 1.16 1777 0.96 CR ABEARSS AVE NEBRASKA AVE BRUCE B DOWNS BLVD 4 D 1.88 45 D 54,000 2150 34,390 1.57 1701 1.26 CR ABELL SHOALS RD BOYETTE RD BLOOMINGDALE AVE 2 U 2.76 45 D 22,779 953 12,510 1.82 621 1.53 CR C

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Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

BELL SHOALS RD BLOOMINGDALE AVE LITHIA PINECREST 2 U 1.99 35 D 4,934 226 12,510 0.39 621 0.36 CR CBENJAMIN RD HILLSBOROUGH AVE SLIGH AVE 2 U 1.01 40 D 14,829 638 12,510 1.19 621 1.03 CR CBENJAMIN RD SLIGH AVE WATERS AVE 2 U 1.01 30 D 16,201 714 12,510 1.30 621 1.15 CR CBIG BEND RD US HWY 41 I‐75 N RAMP 4 D 1.75 55 D 23,500 1653 34,390 0.68 1701 0.97 CR ABIG BEND RD I‐75 N RAMP US HWY 301 4 D 1.32 55 D 41,871 1863 34,390 1.22 1701 1.10 CR ABIG BEND RD US HWY 301 SUMMERFIELD BLVD 4 D 1.02 45 D 31,560 1642 32,580 0.97 1611 1.02 CR CBIG BEND RD SUMMERFIELD BLVD BALM RIVERVIEW 2 U 2.12 45 D 11,631 598 12,510 0.93 621 0.96 CR CBLOOMINGDALE AVE US HWY 301 GORNTO LAKE RD 6 D 0.45 45 D 42,946 1603 51,585 0.83 2556 0.63 CR ABLOOMINGDALE AVE GORNTO LAKE RD KINGS AVE 4 D 2.24 45 D 45,982 1603 34,390 1.34 1701 0.94 CR ABLOOMINGDALE AVE KINGS AVE BELL SHOALS RD 4 D 1.52 45 D 47,500 1368 34,390 1.38 1701 0.80 CR ABLOOMINGDALE AVE BELL SHOALS RD LITHIA PINECREST RD 4 D 1.56 25 D 31,798 1368 34,390 0.92 1701 0.80 CR ABLOOMINGDALE AVE LITHIA PINECREST RD LITTLE RD 2 U 1.47 45 D 15,539 621 12,510 1.24 621 1.00 CR CBOY SCOUT RD RACE TRACK RD TARPON SPRINGS RD 2 U 3.83 45 C 5,131 262 16,920 0.30 837 0.31 CR CBOYETTE RD US HWY 301 BALM RIVERVIEW RD 6 D 0.83 45 D 35,418 1748 51,585 0.69 2556 0.68 CR ABOYETTE RD BALM RIVERVIEW RD BELL SHOALS RD 4 D 1.17 45 D 26,500 1748 34,390 0.77 1701 1.03 CR ABOYETTE RD BELL SHOALS RD BALM BOYETTE RD 2 U 4.63 45 D 4,135 229 12,510 0.33 621 0.37 CR CBOYETTE RD BALM BOYETTE RD LITHIA PINECREST RD 2 U 4.69 25 D 5,303 262 12,510 0.42 621 0.42 CR CBRANDON MAIN ST PROVIDENCE RD LAKEWOOD RD 4 D 0.24 35 D 3,700 189 32,580 0.11 1611 0.12 CR CBROADWAY AVE CITY LIMITS US HWY 301 2 U 0.42 40 D 13,308 678 12,510 1.06 621 1.09 CR CBROADWAY AVE US HWY 301 M L KING BLVD 2 U 3.60 45 D 9,541 657 12,510 0.76 621 1.06 CR CBROOKER RD BRYAN RD BELL SHOALS RD 2 U 0.50 35 D 3,202 163 12,510 0.26 621 0.26 CR CBROOKER RD BELL SHOALS RD VALRICO RD 2 U 1.01 35 D 3,202 163 12,510 0.26 621 0.26 CR CBRUCE B DOWNS BLVD BEARSS AVE CITY LIMITS 8 D 0.53 45 D 45,104 2298 68,780 0.66 3411 0.67 CR ABRUCE B DOWNS BLVD REGENTS PARK DR N COUNTY LINE RD 8 D 1.18 45 D 39,191 1828 68,780 0.57 3411 0.54 CR PABRYAN RD BLOOMINGDALE AVE SR 60 / BRANDON BLVD 2 U 3.03 35 D 10,373 611 12,510 0.83 621 0.98 CR CCARLTON LAKE RD SR 674 CR 672 2 U 4.00 45 C 1,012 56 16,920 0.06 837 0.07 CR CCASEY RD GUNN HWY S VILLAGE DR 2 U 1.60 35 D 13,700 698 12,510 1.10 621 1.12 CR CCASEY RD / DAWN VIEW DR EHRLICH RD NORTHDALE BLVD 2 U 1.02 40 D 10,546 538 12,510 0.84 621 0.87 CR CCAUSEWAY BLVD US HWY 301 FALKENBURG RD 6 D 0.73 45 D 30,554 1257 51,585 0.59 2556 0.49 CR ACAUSEWAY BLVD FALKENBURG RD PROVIDENCE RD 6 D 1.22 50 D 50,208 1257 51,585 0.97 2556 0.49 CR ACHARLIE GRIFFIN RD MUD LAKE RD SR 39 2 U 1.20 40 D 4,521 230 15,904 0.28 791 0.29 CR CCHARLIE TAYLOR RD I‐4 KNIGHTS GRIFFIN RD 2 U 3.00 45 C 1,826 93 15,903 0.11 787 0.12 CR CCITRUS PARK DR SHELDON RD GUNN HWY 6 D 0.78 45 E 22,414 1702 54,150 0.41 2679 0.64 CR ACLAY PIT RD WILLIAMS RD CR 579 2 U 1.00 35 D 5,198 335 12,510 0.42 621 0.54 CR CCOCKROACH BAY RD DEAD END US HWY 41 2 U 3.11 45 C 1,132 72 15,903 0.07 787 0.09 CR CCOUNTRYWAY BLVD HILLSBOROUGH AVE WATERS AVE 4 D 0.81 45 D 10,743 548 32,580 0.33 1611 0.34 CR CCOUNTRYWAY BLVD WATERS AVE LINEBAUGH AVE 4 D 2.22 30 D 10,743 548 32,580 0.33 1611 0.34 CR CCOUNTRYWAY BLVD LINEBAUGH AVE CITRUS PARK EXT 4 D 0.60 35 D 19,293 983 32,580 0.59 1611 0.61 CR CCOUNTRYWAY BLVD CITRUS PARK EXT RACE TRACK RD 4 D 0.62 45 D 19,293 983 32,580 0.59 1611 0.61 CR CCOUNTY LINE RD SR 60 EWELL RD 4 D 1.77 50 C 21,933 1004 24,026 0.91 1189 0.84 CR CCOUNTY LINE RD EWELL RD MEDULLA RD 4 D 2.01 55 C 21,933 1272 24,026 0.91 1189 1.07 CR CCOUNTY LINE RD I‐4 RAMP SWINDELL RD 4 D 0.36 50 D 29,369 1074 31,806 0.92 1573 0.68 CR CCOUNTY LINE RD LIVINGSTON AVE BRUCE B DOWNS BLVD 2 U 4.56 55 D 14,500 739 15,904 0.91 791 0.93 CR CCOUNTY LINE RD DALE MABRY HWY PASCO COUNTY 2 U 1.43 35 C 15,571 822 15,903 0.98 787 1.04 CR C

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Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

CR 39 MANATEE COUNTY SR 674 2 U 4.02 55 C 2,888 147 15,903 0.18 787 0.19 CR CCR 39 SR 674 BALM PICNIC RD 2 U 4.00 55 D 3,537 175 16,787 0.21 835 0.21 CR ACR 39 BALM PICNIC RD LITHIA PINECREST 2 U 6.05 45 D 8,167 412 16,787 0.49 835 0.49 CR ACR 579 MANATEE COUNTY SR 674 2 U 5.05 55 C 929 60 16,920 0.05 837 0.07 CR CCR 579 M L KING BLVD US HWY 92 2 U 1.40 45 D 13,530 655 13,205 1.02 656 1.00 CR ACR 579 US HWY 92 SLIGH AVE 4 D 0.60 50 D 24,779 1042 33,573 0.74 1661 0.63 CR ACR 579 SLIGH AVE JOE EBERT RD 2 U 1.76 50 D 3,096 158 16,787 0.18 835 0.19 CR ACR 579 JOE EBERT RD US HWY 301 2 U 2.25 50 D 5,017 336 16,787 0.30 835 0.40 CR ACR 672 BALM BOYETTE RD CR 39 2 U 6.57 55 D 6,098 253 24,225 0.25 1197 0.21 CR ACRAWLEY RD BOY SCOUT RD TARPON SPRINGS 2 U 2.95 35 C 2,724 139 16,920 0.16 837 0.17 CR CCRENSHAW LAKE RD SIMMONS RD US HWY 41 2 U 1.22 35 C 6,643 339 15,903 0.42 787 0.43 CR CCROOKED LANE RD CRYSTAL LAKE RD LUTZ LAKE FERN 2 U 1.68 30 C 1,009 52 16,920 0.06 837 0.06 CR CCRYSTAL LAKE RD / EXCITING IDLEWDALE MABRY HWY GERACI RD 2 U 1.15 30 D 5,687 290 12,510 0.45 621 0.47 CR CCRYSTAL LAKE RD GERACI RD US HWY 41 2 U 1.42 35 D 5,687 290 15,904 0.36 791 0.37 CR CCYPRESS VILLAGE BLVD SR 674 19TH AVE NE 4 D 1.71 35 D 8,722 379 32,580 0.27 1611 0.24 CR CDANA SHORES DR MEMORIAL HWY GEORGE RD 2 U 1.02 35 D 1,953 113 12,510 0.16 621 0.18 CR CDEBUEL RD US HWY 41 HANNA RD 2 U 1.25 40 C 2,946 150 16,920 0.17 837 0.18 CR CDOVER RD DURANT RD SR 60 2 U 2.03 45 D 7,038 359 12,510 0.56 621 0.58 CR CDOVER RD SR 60 SYDNEY RD 2 U 2.01 45 D 7,212 498 12,510 0.58 621 0.80 CR CDOVER RD SYDNEY RD M L KING BLVD 2 U 1.88 45 C 5,206 318 15,903 0.33 787 0.40 CR CDUNCAN RD US HWY 301 BLOOMINGDALE AVE 2 U 0.46 35 D 14,267 727 12,510 1.14 621 1.17 CR CDURANT RD LUMSDEN RD LITTLE RD 2 U 3.27 45 D 9,693 214 12,510 0.77 621 0.34 CR CDURANT RD LITTLE RD LEWIS RD 2 U 1.30 45 D 3,509 214 12,510 0.28 621 0.34 CR CDURANT RD LEWIS RD TURKEY CREEK RD 2 U 1.79 45 C 3,509 214 15,903 0.22 787 0.27 CR CE BAY RD SYMMES RD GIBSONTON DR 2 U 1.05 45 D 12,172 718 12,510 0.97 621 1.16 CR CEAGLE PALM DR 78TH ST FALKENBURG RD 2 U 0.70 45 D 4,067 201 12,510 0.33 621 0.32 CR CEHRLICH RD GUNN HWY LYNN TURNER RD 4 D 1.92 45 D 30,009 1319 34,390 0.87 1701 0.78 CR AEHRLICH RD LYNN TURNER RD DALE MABRY HWY 4 D 2.28 45 D 38,925 1618 34,390 1.13 1701 0.95 CR AFALKENBURG RD 78TH ST EAGLE PALM DR 2 U 1.54 45 D 13,272 704 12,510 1.06 621 1.13 CR CFALKENBURG RD EAGLE PALM DR PROGRESS BLVD 4 D 1.16 25 D 13,272 704 34,390 0.39 1701 0.41 CR AFALKENBURG RD PROGRESS BLVD US HWY 301 4 D 1.50 35 D 14,729 817 34,390 0.43 1701 0.48 CR AFALKENBURG RD US HWY 301 LUMSDEN RD 4 D 1.07 45 D 17,452 785 34,390 0.51 1701 0.46 CR AFALKENBURG RD LUMSDEN RD LEE ROY SELMON EXPY ON RAMP 4 D 0.44 45 D 37,500 1911 34,390 1.09 1701 1.12 CR AFALKENBURG RD LEE ROY SELMON EXPY ON RAMP ADAMO DR 4 D 1.03 45 D 25,780 1314 34,390 0.75 1701 0.77 CR AFALKENBURG RD ADAMO DR M L KING 4 U 2.59 45 D 27,303 1412 30,951 0.88 1530 0.92 CR CFALKENBURG RD M L KING BRYAN RD 4 D 0.26 45 D 10,471 645 32,580 0.32 1611 0.40 CR CFALKENBURG RD BRYAN RD HILLSBOROUGH AVE 2 U 0.72 45 D 10,471 645 12,510 0.84 621 1.04 CR CFISH HAWK BLVD BELL SHOALS RD LITHIA PINECREST 2 U 4.60 45 D 22,182 1162 13,205 1.68 656 1.77 CR AFLETCHER AVE DALE MABRY HWY ARMENIA AVE 4 D 1.27 45 E 39,163 1790 35,910 1.09 1777 1.01 CR AFLETCHER AVE ARMENIA AVE FLORIDA AVE 4 D 1.59 45 E 39,000 1987 35,910 1.09 1777 1.12 CR AFLETCHER AVE NEBRASKA AVE 30TH ST 4 D 1.53 45 E 36,802 1875 35,910 1.02 1777 1.06 CR AFLETCHER AVE 30TH ST 42ND ST 4 D 0.73 35 E 43,551 1690 35,910 1.21 1777 0.95 CR AFLETCHER AVE 42ND ST 46TH ST 4 D 0.25 45 E 43,551 1690 35,910 1.21 1777 0.95 CR AFLETCHER AVE 50TH ST MORRIS BRIDGE RD 4 D 2.59 50 D 39,365 1854 34,390 1.14 1701 1.09 CR A

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Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

FORBES RD TRAPNELL RD M L KING BLVD 2 U 2.45 45 C 7,195 409 15,903 0.45 787 0.52 CR CFORBES RD M L KING BLVD US HWY 92 2 U 1.27 45 C 8,562 409 15,903 0.54 787 0.52 CR CFORBES RD US HWY 92 THONOTOSASSA RD 2 U 1.29 35 C 9,156 740 15,903 0.58 787 0.94 CR CFORBES RD THONOTOSASSA RD THONOTOSASSA‐SAM ALLEN 2 U 0.51 45 C 6,748 347 15,903 0.42 787 0.44 CR CFORT KING RD MAIN ST KNIGHTS GRIFFIN 2 U 1.37 40 C 2,339 153 16,920 0.14 837 0.18 CR CFRONT ST SEFFNER‐VALRICO RD VALRICO RD 2 U 1.12 35 D 8,549 436 22,950 0.37 1134 0.38 CR CGEORGE RD MEMORIAL HWY HILLSBOROUGH AVE 2 U 1.02 35 D 9,700 494 12,510 0.78 621 0.80 CR CGERACI RD DALE MABRY HWY CRYSTAL LAKE RD 2 U 1.44 45 C 5,687 290 15,903 0.36 787 0.37 CR CGIBSONTON DR US HWY 41 I‐75 N RAMP 4 D 2.34 45 D 14,367 707 34,390 0.42 1701 0.42 CR AGIBSONTON DR I‐75 N RAMP US HWY 301 4 D 1.16 45 D 42,516 1879 34,390 1.24 1701 1.10 CR AGORNTO LAKE RD BLOOMINGDALE AVE PROVIDENCE RDG 4 D 0.69 35 D 16,575 910 32,580 0.51 1611 0.56 CR CGORNTO LAKE RD PROVIDENCE RDG PROVIDENCE LAKES EXT 2 U 0.78 35 D 16,575 910 12,510 1.32 621 1.47 CR CGORNTO LAKE RD PROVIDENCE LAKES EXT LUMSDEN RD 4 D 0.73 45 D 16,575 910 32,580 0.51 1611 0.56 CR CGORNTO LAKE RD LUMSDEN RD BRANDON TOWN CENTER 4 D 0.50 45 D 13,494 565 32,580 0.41 1611 0.35 CR CGRAND REGENCY BLVD SR 60 WOODBERRY RD 4 D 0.97 30 D 9,721 595 32,580 0.30 1611 0.37 CR CGULF CITY RD COCKROACH BAY RD US HWY 41 2 U 4.23 40 C 1,597 75 15,903 0.10 787 0.10 CR CGUNN HWY PASCO COUNTY LINE VAN DYKE RD 2 U 4.90 40 C 16,885 939 16,787 1.01 830 1.13 CR AGUNN HWY VAN DYKE RD S MOBLEY RD 2 U 3.23 45 D 26,684 1360 13,205 2.02 656 2.07 CR AGUNN HWY S MOBLEY RD EHRLICH RD 4 D 0.95 45 D 34,481 1895 34,390 1.00 1701 1.11 CR AGUNN HWY EHRLICH RD CITRUS PARK DR 2 U 0.86 40 D 11,988 688 13,205 0.91 656 1.05 CR AGUNN HWY CITRUS PARK DR VETERANS EXPWY 4 D 0.17 45 E 31,786 1315 35,910 0.89 1777 0.74 CR AGUNN HWY VETERANS EXPWY ANDERSON/LYNN TURNER 4 D 1.61 45 E 31,786 1315 35,910 0.89 1777 0.74 CR AGUNN HWY ANDERSON/LYNN TURNER CASEY RD 4 D 1.82 45 E 34,000 1315 35,910 0.95 1777 0.74 CR AGUNN HWY CASEY RD DALE MABRY OVERPASS 4 D 1.08 45 E 33,710 1863 35,910 0.94 1777 1.05 CR AHABANA AVE HENRY AVE SLIGH AVE 2 U 0.74 30 D 10,100 515 12,510 0.81 621 0.83 CR CHABANA AVE SLIGH AVE WATERS AVE 2 U 1.02 30 D 8,296 423 12,510 0.66 621 0.68 CR CHANLEY RD HILLSBOROUGH AVE WILSKY BLVD 4 D 2.55 40 E 19,307 984 34,020 0.57 1683 0.58 CR CHANNA AVE 43RD ST HARNEY RD 2 U 0.79 35 D 7,191 292 12,510 0.57 621 0.47 CR CHANNA RD VANDERVORT RD SUNSET LANE 2 U 2.25 45 C 3,315 169 15,903 0.21 787 0.21 CR CHARNEY RD 56TH ST SLIGH AVE 2 U 1.98 45 D 5,021 307 13,205 0.38 656 0.47 CR AHARNEY RD SLIGH AVE TEMPLE TERRACE HWY 2 U 2.20 35 D 12,626 674 13,205 0.96 656 1.03 CR AHARNEY RD TEMPLE TERRACE HWY US HWY 301 4 D 0.33 45 D 12,626 674 34,390 0.37 1701 0.40 CR AHARNEY RD US HWY 301 US HWY 301 2 U 2.88 45 D 9,899 703 13,205 0.75 656 1.07 CR AHENDERSON RD WATERS AVE LINEBAUGH AVE 2 D 1.03 40 D 13,760 833 13,136 1.05 652 1.28 CR CHENDERSON RD LINEBAUGH AVE GUNN HWY 2 U 1.60 45 D 11,500 833 12,510 0.92 621 1.34 CR CHIGHVIEW RD WINDHORST RD M L KING BLVD / SR 574 2 U 1.51 40 D 7,467 266 12,510 0.60 621 0.43 CR CHIMES AVE CITY LIMITS BUSCH BLVD 2 U 2.54 30 E 14,265 585 17,860 0.80 884 0.66 CR AHOOVER BLVD HILLSBOROUGH AVE SLIGH AVE 4 D 1.05 45 D 17,000 866 34,390 0.49 1701 0.51 CR AHUTCHINSON RD EHRLICH RD NORTHDALE BLVD / WILCOX RD 2 U 1.61 45 C 10,179 466 15,903 0.64 787 0.59 CR CHUTCHINSON RD NORTHDALE BLVD / WILCOX RD N MOBLEY RD 2 U 1.62 35 C 10,179 466 15,903 0.64 787 0.59 CR CI‐4 FRONTAGE RD N WILDER RD SWINDELL RD 2 U 2.48 35 D 1,741 88 22,950 0.08 1134 0.08 CR CJACKSON SPRINGS RD OLD MEMORIAL HWY WEBB RD 2 U 1.01 25 D 3,424 175 12,510 0.27 621 0.28 CR CJACKSON SPRINGS RD WEBB RD HANLEY RD 2 U 0.77 30 D 3,424 175 12,510 0.27 621 0.28 CR CJAP TUCKER RD TRAPNELL RD SPARKMAN RD 2 U 0.50 35 D 13,419 684 22,950 0.58 1134 0.60 CR C

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Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

JAP TUCKER RD SPARKMAN RD JIM JOHNSON RD 2 U 0.80 35 D 13,419 684 22,950 0.58 1134 0.60 CR CJOE EBERT RD WILLIAMS RD CR 579 2 U 2.00 45 C 3,201 163 16,920 0.19 837 0.19 CR CJOHN MOORE RD BLOOMINGDALE AVE LUMSDEN RD 2 U 2.03 40 D 10,075 488 12,510 0.81 621 0.79 CR CKELLY RD MEMORIAL HWY HILLSBOROUGH AVE 2 U 1.01 35 E 5,982 275 16,920 0.35 837 0.33 CR CKEYSVILLE RD TURKEY CREEK RD CR 39 2 U 2.65 45 C 1,800 92 15,903 0.11 787 0.12 CR CKEYSVILLE RD CR 39 LITHIA PINECREST RD 2 U 4.68 45 C 3,156 175 15,903 0.20 787 0.22 CR CKINGS AVE BLOOMINGDALE AVE LUMSDEN RD 4 D 2.04 45 D 17,665 953 32,580 0.54 1611 0.59 CR CKINGS AVE LUMSDEN RD SR 60/BRANDON BLVD 4 D 1.00 45 D 20,917 1138 32,580 0.64 1611 0.71 CR CKINGS AVE SR 60/BRANDON BLVD VICTORIA ST 2 U 0.51 35 D 8,616 439 12,510 0.69 621 0.71 CR CKINGSWAY RD SR 60/BRANDON BLVD CLAY AVE 2 U 0.51 30 D 10,723 612 12,510 0.86 621 0.99 CR CKINGSWAY RD CLAY AVE M L KING BLVD 2 U 2.60 40 D 10,723 612 12,510 0.86 621 0.99 CR CKINGSWAY RD M L KING BLVD US HWY 92 2 U 1.60 45 D 10,723 577 12,510 0.86 621 0.93 CR CKINGSWAY RD US HWY 92 I‐4 2 U 0.37 45 D 3,200 577 12,510 0.26 621 0.93 CR CKINGSWAY RD I‐4 THONOTOSASSA RD 2 U 2.71 25 D 3,200 577 15,904 0.20 791 0.73 CR CKNIGHTS GRIFFIN RD STACY RD MCINTOSH RD 2 U 2.20 45 D 5,644 339 16,787 0.34 835 0.41 CR AKNIGHTS GRIFFIN RD MCINTOSH RD SR 39 2 U 6.80 45 D 5,644 375 16,787 0.34 835 0.45 CR AKNIGHTS GRIFFIN RD SR 39 POLK COUNTY 2 U 5.03 55 D 6,075 442 16,787 0.36 835 0.53 CR AKRYCUL AVE RIVERVIEW DR US 301 2 U 1.06 35 D 4,191 213 12,510 0.34 621 0.34 CR CLAKE BRANDON DR PROVIDENCE LAKES BLVD S GORNTO LAKE RD 2 D 0.28 25 D 5,000 255 13,136 0.38 652 0.39 CR CLAKE MAGDALENE BLVD FLETCHER AVE BEARSS AVE 2 U 1.70 40 D 3,079 175 12,510 0.25 621 0.28 CR CLAKE MAGDALENE BLVD BEARSS AVE FLORIDA AVE 2 U 2.21 35 D 3,079 175 12,510 0.25 621 0.28 CR CLAKESHORE RD WILCOX RD VAN DYKE RD 2 U 1.49 40 C 6,378 295 15,903 0.40 787 0.37 CR CLAKEWOOD DR BRANDON PKWY SR 60 4 D 0.69 45 D 24,500 1249 34,390 0.71 1701 0.73 CR ALAKEWOOD DR SR 60 M L KING BLVD 2 U 3.02 40 D 14,254 621 12,510 1.14 621 1.00 CR CLAKEWOOD DR M L KING BLVD CLAY PIT RD 2 U 0.50 35 D 5,270 262 12,510 0.42 621 0.42 CR CLAMBRIGHT RD MANHATTAN AVE DALE MABRY HWY 4 D 0.81 40 D 18,727 816 34,390 0.54 1701 0.48 CR ALAMBRIGHT RD DALE MABRY HWY TAMPANIA AVE 4 U 1.10 40 D 21,386 935 32,671 0.65 1615 0.58 CR ALEISEY RD GULF OF MEXICO US HWY 41 2 D 0.86 35 D 1,120 57 25,302 0.04 1250 0.05 CR CLESLIE RD BROADWAY AVE E 21ST ST 2 U 0.24 30 D 1,543 78 22,950 0.07 1134 0.07 CR CLIGHTFOOT RD US HWY 41 BUTCH CASSIDY TRAIL 2 U 5.80 55 C 770 39 16,920 0.05 837 0.05 CR CBUTCH CASSIDY TRL LIGHTFOOT RD LIGHTFOOT RD 2 U 2.10 30 C 770 39 15,903 0.05 787 0.05 CR CLIGHTFOOT RD TIMBERLEE RD US HWY 301 2 U 2.51 45 C 770 39 16,920 0.05 837 0.05 CR CLINEBAUGH AVE RACE TRACK RD COUNTRYWAY BLVD 2 U 1.52 45 D 19,500 994 13,205 1.48 656 1.52 CR ALINEBAUGH AVE COUNTRYWAY BLVD SHELDON RD 4 D 2.71 45 E 34,198 1522 35,910 0.95 1777 0.86 CR ALINEBAUGH AVE SHELDON RD VETERANS EXPWY 4 D 1.53 45 D 40,097 1927 34,390 1.17 1701 1.13 CR ALINEBAUGH AVE VETERANS EXPWY GUNN HWY 4 D 3.13 45 D 37,610 1765 34,390 1.09 1701 1.04 CR ALINEBAUGH AVE GUNN HWY DALE MABRY HWY 4 D 0.24 45 D 20,482 929 34,390 0.60 1701 0.55 CR ALITHIA PINECREST RD SR 60 LUMSDEN RD/BELL SHOALS 2 U 1.29 40 D 7,643 492 13,205 0.58 656 0.75 CR ALITHIA PINECREST RD BELL SHOALS RD BLOOMINGDALE AVE 2 U 2.52 45 D 17,426 809 13,205 1.32 656 1.23 CR ALITHIA PINECREST RD BLOOMINGDALE AVE BOYETTE RD 2 U 3.70 45 D 20,731 943 13,205 1.57 656 1.44 CR ALITHIA PINECREST RD BOYETTE RD CR 39 2 U 3.44 45 D 16,910 788 16,787 1.01 835 0.94 CR ALITHIA PINECREST RD CR 39 KEYSVILLE RD 2 U 3.53 45 D 5,172 264 16,787 0.31 835 0.32 CR ALITHIA PINECREST RD KEYSVILLE RD POLK COUNTY 2 U 2.00 45 D 5,172 264 16,787 0.31 835 0.32 CR ALITTLE RD BLOOMINGDALE AVE DURANT RD 2 U 1.00 40 D 7,038 358 24,098 0.29 1191 0.30 CR C

5 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

LIVINGSTON AVE BEARSS RD SINCLAIR HILLS DR 2 U 0.77 45 E 13,000 662 17,860 0.73 884 0.75 CR ALIVINGSTON AVE SINCLAIR HILLS DR VANDERVORT RD 2 U 1.25 45 D 13,000 662 13,205 0.98 656 1.01 CR ALIVINGSTON AVE VANDERVORT RD SUNSET LANE 2 U 2.25 45 E 11,561 633 16,788 0.69 840 0.75 CR ALIVINGSTON AVE SUNSET LANE PASCO COUNTY 2 U 2.09 45 E 11,561 633 16,788 0.69 840 0.75 CR ALUMSDEN RD PROVIDENCE DR KINGS AVE 6 D 1.47 45 D 42,831 1716 51,585 0.83 2556 0.67 CR ALUMSDEN RD KINGS AVE LITHIA PINECREST 4 D 1.48 45 D 38,524 2001 34,390 1.12 1701 1.18 CR ALUMSDEN RD LITHIA PINECREST MULRENNAN RD 2 U 2.56 45 D 17,507 1051 12,510 1.40 621 1.69 CR CLUTZ LAKE FERN RD GUNN HWY ANGEL LN 2 U 1.57 45 D 8,801 450 16,787 0.52 835 0.54 CR ALUTZ LAKE FERN RD ANGEL LN SUNCOAST PKWY 2 U 1.14 45 D 8,801 450 16,787 0.52 835 0.54 CR ALUTZ LAKE FERN RD SUNCOAST PKWY DALE MABRY HWY 2 U 3.42 45 D 15,357 763 13,205 1.16 656 1.16 CR ALUTZ LAKE FERN RD DALE MABRY HWY US HWY 41 2 U 1.73 30 C 8,333 437 15,903 0.52 787 0.56 CR CLYNN TURNER GUNN HWY EHRLICH RD 2 D 1.51 45 E 20,000 1019 18,753 1.07 928 1.10 CR AMADISON AVE US HWY 41 78TH ST 2 U 2.51 45 D 10,487 521 13,205 0.79 656 0.79 CR AMAIN ST US HWY 301 FORT KING RD 2 U 1.57 35 C 5,092 311 16,920 0.30 837 0.37 CR CMANHATTAN AVE HENRY AVE HUMPREY 2 U 1.99 30 D 10,069 513 12,510 0.80 621 0.83 CR CMAYDELL DR CAUSEWAY BLVD CITY LIMITS 2 U 1.82 40 D 1,300 66 12,510 0.10 621 0.11 CR CMCINTOSH RD M L KING BLVD US HWY 92 2 U 1.82 45 C 10,697 544 15,903 0.67 787 0.69 CR CMCINTOSH RD US HWY 92 I‐4 W RAMP 2 U 0.59 45 C 17,187 741 15,903 1.08 787 0.94 CR CMCINTOSH RD I‐4 W RAMP THONOTOSASSA RD 2 U 1.80 45 C 5,295 270 15,903 0.33 787 0.34 CR CMCINTOSH RD THONOTOSASSA RD KNIGHTS GRIFFIN 2 U 2.01 40 C 5,295 240 15,903 0.33 787 0.30 CR CMCINTOSH RD KNIGHTS GRIFFIN US HWY 301 2 U 2.06 40 C 5,295 240 15,903 0.33 787 0.30 CR CMCMULLEN LOOP RD BALM RIVERVIEW RD MCMULLEN RD 2 U 1.40 35 D 12,549 640 22,950 0.55 1134 0.56 CR CMCMULLEN RD BALM RIVERVIEW RD MCMULLEN LOOP RD 2 U 2.48 45 D 12,549 625 12,510 1.00 621 1.01 CR CMEDULLA RD CORONET RD OLD MULBERRY RD 2 U 0.93 40 D 6,617 337 15,904 0.42 791 0.43 CR CMEDULLA RD OLD MULBERRY RD COUNTY LINE RD 2 U 0.49 40 D 6,617 337 15,904 0.42 791 0.43 CR CMEMORIAL HWY HILLSBOROUGH AVE KELLY RD 4 D 1.47 45 D 44,500 2268 34,390 1.29 1701 1.33 CR AMEMORIAL HWY KELLY RD VETERANS EXPWY/MEMORIAL 4 D 1.15 45 E 15,870 964 35,910 0.44 1777 0.54 CR AMILLER MAC RD GULF AND SEA BLVD US 41 2 U 1.40 35 D 1,214 60 12,510 0.10 621 0.10 CR CMILLER RD LITHIA PINECREST RD SR 60 2 U 2.96 40 D 6,158 296 12,510 0.49 621 0.48 CR CMONTAGUE ST HILLSBOROUGH AVE WATERS AVE 2 U 1.55 30 D 5,901 301 12,510 0.47 621 0.48 CR CMONTAGUE ST WATERS AVE CHARLESBERG DR/RR TRACKS 2 U 0.70 30 D 5,901 301 12,510 0.47 621 0.48 CR CMONTAGUE ST TATE LN LINEBAUGH AVE 2 U 0.42 30 D 4,434 226 12,510 0.35 621 0.36 CR CMONTAGUE ST LINEBAUGH AVE KINGSBRIDGE AVE 2 U 1.12 30 D 4,434 226 12,510 0.35 621 0.36 CR CMONTAGUE ST KINGSBRIDGE AVE LAKE CHASE ISLAND WAY 2 U 0.20 30 D 4,434 226 12,510 0.35 621 0.36 CR CMOORES LAKE RD M L KING BLVD US HWY 92 2 U 1.92 35 C 2,600 133 15,903 0.16 787 0.17 CR CMORRIS BRIDGE RD TEMPLE TERRACE HWY FOWLER AVE 2 U 1.91 40 D 4,603 294 12,510 0.37 621 0.47 CR CMORRIS BRIDGE RD FOWLER AVE FLETCHER AVE 2 U 1.65 45 D 6,142 311 12,510 0.49 621 0.50 CR CMORRIS BRIDGE RD I‐75 CROSS CREEK BLVD 2 U 7.82 50 D 12,818 653 16,787 0.76 835 0.78 CR AMORRIS BRIDGE RD CROSS CREEK BLVD PASCO COUNTY 2 U 2.37 55 D 8,854 605 16,787 0.53 835 0.72 CR AMT CARMEL RD LUMSDEN RD FRONT ST 2 D 1.45 30 D 8,701 518 13,136 0.66 652 0.79 CR CMUD LAKE RD SR 60 CHARLIE GRIFFIN 2 U 3.42 40 C 3,966 202 16,920 0.23 837 0.24 CR CMULRENNAN RD / PEARSON RD BLOOMINGDALE AVE SR 60 2 U 3.03 40 D 9,226 503 12,510 0.74 621 0.81 CR CN BOULEVARD COUNTRY CLUB DR LAKE MAGDALENE BLVD 2 U 2.83 30 D 6,895 351 12,510 0.55 621 0.57 CR CN MOBLEY CRAWLEY RD GUNN HWY 2 U 0.68 35 C 7,268 244 15,903 0.46 787 0.31 CR C

6 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

N MOBLEY GUNN HWY HUTCHINSON 2 U 0.86 35 C 7,268 370 15,903 0.46 787 0.47 CR CN VILLAGE DR S VILLAGE DR DALE MABRY HWY 2 U 0.99 35 D 3,116 223 12,510 0.25 621 0.36 CR CNICHOLS RD KEYSVILLE RD POLK COUNTY LINE 2 U 2.23 50 C 2,200 112 16,920 0.13 837 0.13 CR CNIXON RD LINEBAUGH AVE GUNN HWY 2 U 1.16 45 D 6,783 346 12,510 0.54 621 0.56 CR CNORTHDALE BLVD WILCOX RD/NEWKIRK DR CLAYWELL ELM SCH 2 U 1.03 35 D 15,937 797 12,510 1.27 621 1.28 CR CNORTHDALE BLVD CLAYWELL ELEMENTARY DAWNVIEW DR 4 U 0.68 35 D 18,245 797 30,951 0.59 1530 0.52 CR CNORTHDALE BLVD DAWNVIEW DR DALE MABRY HWY 4 D 0.73 35 D 18,245 1111 32,580 0.56 1611 0.69 CR COAKFIELD DR LAKEWOOD DR KINGS AVE 4 U 1.01 40 D 12,700 647 30,951 0.41 1530 0.42 CR COAKFIELD DR KINGS AVE PARSONS AVE 2 U 0.55 40 D 12,700 647 12,510 1.02 621 1.04 CR COLD MEMORIAL HWY SEA FAIRER DR SHELDON RD 2 U 1.85 35 D 6,270 320 12,510 0.50 621 0.52 CR COLD MEMORIAL HWY HILLSBOROUGH AVE MONTAGUE ST 2 U 1.74 30 D 3,882 198 12,510 0.31 621 0.32 CR COLD MULBERRY RD COUNTY LINE RD MEDULLA RD 2 U 2.50 40 C 2,665 136 16,920 0.16 837 0.16 CR CORIENT RD SR 60 / ADAMO DR HILLSBOROUGH AVE 2 U 3.06 35 D 11,319 577 12,510 0.90 621 0.93 CR CORIENT RD HILLSBOROUGH AVE SLIGH AVE 2 U 1.00 40 D 9,562 799 12,510 0.76 621 1.29 CR CPALM RIVER RD US HWY 41 78TH ST 2 U 2.10 35 E 10,017 451 16,920 0.59 837 0.54 CR CPALM RIVER RD 78TH ST FALKENBURG RD 2 D 1.96 45 D 13,164 631 13,136 1.00 652 0.97 CR CPANTHER TRACE BLVD US HWY 301 BALM RIVERVIEW RD 2 D 2.81 25 D 9,813 536 13,136 0.75 652 0.82 CR CPARSONS AVE LUMSDEN RD SR 60 2 U 1.00 40 D 8,163 568 12,510 0.65 621 0.91 CR CPARSONS AVE SR 60 WINDHORST RD 4 D 1.51 45 D 22,485 1024 34,390 0.65 1701 0.60 CR APARSONS AVE WINDHORST RD M L KING BLVD 4 D 1.51 45 D 22,368 1104 34,390 0.65 1701 0.65 CR APARSONS AVE M L KING BLVD US HWY 92 2 U 1.62 45 D 9,898 458 13,205 0.75 656 0.70 CR APATTERSON RD RACE TRACK RD TARPON SPRINGS 2 U 4.32 40 C 3,374 199 16,920 0.20 837 0.24 CR CPAULS CONNECTOR BRANDON PARKWAY PAULS RD 2 D 0.10 35 D 3,495 178 13,136 0.27 652 0.27 CR CPAULS DR N OF LUMSDEN RD SR 60 2 U 0.99 35 D 3,495 178 12,510 0.28 621 0.29 CR CPINE ST M L KING BLVD / SR 574 US HWY 92 2 U 1.51 35 D 3,477 179 12,510 0.28 621 0.29 CR CPROGRESS BLVD 78TH ST FALKENBURG RD 4 D 0.74 45 E 17,601 1186 35,910 0.49 1777 0.67 CR APROGRESS BLVD FALKENBURG RD I‐75 2 U 0.30 45 E 17,601 1186 17,860 0.99 884 1.34 CR APROGRESS BLVD I‐75 US HWY 301 4 D 0.63 45 E 23,079 1186 35,910 0.64 1777 0.67 CR APROVIDENCE LAKE BLVD CAUSEWAY BLVD GORNTO LAKE RD 2 D 1.12 40 D 9,291 473 13,136 0.71 652 0.73 CR CPROVIDENCE LAKE BLVD GORNTO LAKE RD PROVIDENCE RD 4 D 0.40 45 E 9,291 473 34,020 0.27 1683 0.28 CR CPROVIDENCE LAKE BLVD PROVIDENCE RD ENGLISH BLUFF CT 2 U 1.00 30 D 9,291 473 12,510 0.74 621 0.76 CR CPROVIDENCE RD RIVERVIEW DR BLOOMINGDALE AVE 2 U 1.51 40 D 14,676 671 12,510 1.17 621 1.08 CR CPROVIDENCE RD BLOOMINGDALE AVE LUMSDEN RD 4 D 2.05 40 D 27,638 1406 34,390 0.80 1701 0.83 CR APROVIDENCE RD LUMSDEN RD BRANDON PARKWAY 4 D 0.49 45 D 24,368 1279 34,390 0.71 1701 0.75 CR APROVIDENCE RIDGE GORNTO LAKE RD PROVIDENCE RD 2 U 0.82 35 D 3,519 201 12,510 0.28 621 0.32 CR CRACE TRACK RD HILLSBOROUGH AVE LINEBAUGH AVE 6 D 1.56 45 D 26,276 1408 51,585 0.51 2556 0.55 CR ARACE TRACK RD LINEBAUGH AVE COUNTRYWAY BLVD 4 D 1.42 45 D 23,437 1619 34,390 0.68 1701 0.95 CR ARACE TRACK RD COUNTRYWAY BLVD S MOBLEY 4 D 1.57 45 D 23,004 1619 34,390 0.67 1701 0.95 CR ARACE TRACK RD S MOBLEY GUNN HWY 2 U 2.83 45 C 13,537 862 15,903 0.85 787 1.10 CR CRHODINE RD US HWY 301 BALM RIVERVIEW 2 U 2.03 45 D 5,104 266 12,510 0.41 621 0.43 CR CRHODINE RD BALM RIVERVIEW BOYETTE RD 2 U 3.37 45 D 5,104 260 12,510 0.41 621 0.42 CR CRICE RD WIGGINS RD COUNTY LINE RD 2 U 0.49 35 D 2,058 105 12,510 0.16 621 0.17 CR CRIVERVIEW DR US HWY 41 US HWY 301 2 U 3.99 35 D 5,957 482 12,510 0.48 621 0.78 CR CRIVERVIEW DR US HWY 301 PROVIDENCE RD 2 U 0.51 35 D 5,957 482 12,510 0.48 621 0.78 CR C

7 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

S MOBLEY RD RACE TRACK RD GUNN HWY 2 U 2.17 45 D 13,084 667 12,510 1.05 621 1.07 CR CS VILLAGE DR EHRLICH RD DALE MABRY HWY 4 D 2.79 35 D 23,499 1197 32,580 0.72 1611 0.74 CR CSAINT CLOUD AVE DURANT RD SR 60 2 U 2.04 45 D 4,255 217 12,510 0.34 621 0.35 CR CSAM ALLEN RD FORBES RD SR 39 2 U 3.52 45 C 5,355 338 15,903 0.34 787 0.43 CR CSAM ALLEN RD SR 39 WILDER RD 2 U 1.99 55 D 6,303 320 15,904 0.40 791 0.40 CR CSEFFNER‐VALRICO RD FRONT ST WHEELER RD 2 U 2.19 40 D 7,167 390 22,950 0.31 1134 0.34 CR CSHELDON RD HILLSBOROUGH AVE WATERS AVE 4 D 1.92 45 E 33,161 1327 35,910 0.92 1777 0.75 CR ASHELDON RD WATERS AVE LINEBAUGH AVE 4 D 1.28 45 E 32,859 1327 35,910 0.92 1777 0.75 CR ASHELDON RD LINEBAUGH AVE CITRUS PARK DR 4 D 1.39 45 E 37,703 1613 35,910 1.05 1777 0.91 CR ASHELDON RD CITRUS PARK DR GUNN HWY 4 D 1.06 45 D 28,000 1427 34,390 0.81 1701 0.84 CR ASHELL POINT RD DEAD END US HWY 41 2 U 3.15 45 D 4,828 240 12,510 0.39 621 0.39 CR CSHELL POINT RD US HWY 41 24TH ST SE 2 U 1.94 40 D 8,902 502 12,510 0.71 621 0.81 CR CSHELL POINT RD 24TH ST 30TH ST 2 U 0.50 25 D 8,902 494 12,510 0.71 621 0.80 CR CSIMMONS RD CRENSHAW LAKE RD CRYSTAL LAKE RD 2 U 1.12 35 C 4,308 220 16,920 0.25 837 0.26 CR CSKIPPER RD NEBRASKA AVE 16TH ST 2 U 0.55 30 E 6,862 349 16,920 0.41 837 0.42 CR CSKIPPER RD BRUCE B DOWNS BLVD 46TH ST 2 U 0.40 35 D 11,677 618 12,510 0.93 621 1.00 CR CSLIGH AVE BENJAMIN RD MANHATTAN AVE 2 D 1.51 40 D 9,050 510 13,865 0.65 688 0.74 CR ASLIGH AVE 43RD ST 56TH ST 2 U 1.00 35 E 10,000 510 16,920 0.59 837 0.61 CR CSLIGH AVE 56TH ST ORIENT RD 2 U 1.25 35 D 11,985 481 12,510 0.96 621 0.77 CR CSLIGH AVE ORIENT RD US HWY 301 2 U 1.12 50 D 11,985 481 12,510 0.96 621 0.77 CR CSLIGH AVE / EUREKA SPRINGS US HWY 301 EUREKA SPRINGS 2 U 1.65 30 D 1,127 93 12,510 0.09 621 0.15 CR CSLIGH AVE EUREKA SPRINGS WILLIAMS RD 2 U 1.21 40 D 1,127 93 12,510 0.09 621 0.15 CR CSMITH‐RYALS RD SR 60 TRAPNELL RD 2 U 2.10 40 C 1,090 55 16,920 0.06 837 0.07 CR CSTACY RD FT KING RD US HWY 301 2 U 0.23 40 D 2,339 119 24,225 0.10 1197 0.10 CR ASUMMERFIELD BLVD BIG BEND RD DIXON DR 2 U 0.90 35 D 9,571 467 12,510 0.77 621 0.75 CR CSUNLAKE BLVD DALE MABRY LUTZ LAKE FERN 4 D 0.32 35 D 10,355 528 32,580 0.32 1611 0.33 CR CSUNLAKE BLVD LUTZ LAKE FERN PASCO COUNTY 2 U 1.38 25 D 10,355 528 12,510 0.83 621 0.85 CR CSUNSET LANE US HWY 41 LIVINGSTON AVE 2 U 1.95 45 C 11,400 581 15,903 0.72 787 0.74 CR CSYDNEY DOVER RD SYDNEY RD M L KING BLVD / SR 574 2 U 2.10 40 C 1,682 81 15,903 0.11 787 0.10 CR CSYDNEY RD VALRICO RD FORBES RD 2 U 4.22 45 C 5,558 358 15,903 0.35 787 0.45 CR CSYDNEY RD FORBES RD TURKEY CREEK RD 2 U 1.22 45 D 5,073 224 15,904 0.32 791 0.28 CR CSYMMES RD US HWY 41 US HWY 301 2 U 3.24 45 D 12,855 615 12,510 1.03 621 0.99 CR CSYMMES RD EXT US 301 BALM RIVERVIEW 2 U 1.49 25 D 11,866 632 12,510 0.95 621 1.02 CR CTAMPA EAST BLVD US 301 BROADWAY AVE 2 U 0.59 45 D 2,500 128 22,950 0.11 1134 0.11 CR CTARPON SPRINGS RD PINELLAS COUNTY BOY SCOUT RD 2 U 1.22 45 D 8,250 421 24,225 0.34 1197 0.35 CR ATAYLOR RD THONOTOSASSA RD MAIN ST 2 U 0.38 40 C 4,296 344 16,920 0.25 837 0.41 CR CTEMPLE TERRACE HWY TEMPLE PARK DR DAVIS RD 4 D 0.91 45 D 23,000 1073 34,390 0.67 1701 0.63 CR ATHONOTOSASSA RD TAYLOR RD MCINTOSH RD 2 U 2.61 45 C 3,489 268 16,920 0.21 837 0.32 CR CTHONOTOSASSA RD MCINTOSH RD BRANCH‐FORBES RD 2 U 3.79 45 C 3,304 235 16,920 0.20 837 0.28 CR CTHONOTOSASSA RD BRANCH‐FORBES RD I‐4 2 U 2.31 45 D 8,800 449 22,950 0.38 1134 0.40 CR CTOBACCO RD HUTCHINSON RD VAN DYKE RD 2 U 1.55 35 C 650 33 16,920 0.04 837 0.04 CR CTOWN CENTER BLVD BRANDON TOWN CENTER DR PROVIDENCE RD 4 D 0.59 25 E 8,422 594 33,480 0.25 1656 0.36 CR CTOWN N COUNTRY BLVD MEMORIAL HWY JACKSON SPRINGS RD 2 U 1.57 30 D 6,104 373 12,510 0.49 621 0.60 CR CTRAPNELL RD FORBES RD SR 39 2 U 3.99 45 C 6,827 344 15,903 0.43 787 0.44 CR C

8 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

TRAPNELL RD SR 39 WIGGINS RD / OLD MULBERRY RD 2 U 3.53 45 C 4,959 253 15,903 0.31 787 0.32 CR CTURKEY CREEK RD KEYSVILLE RD SR 60 2 U 3.52 45 C 4,783 278 15,903 0.30 787 0.35 CR CTURKEY CREEK RD SR 60 TRAPNELL RD 2 U 2.03 35 C 7,734 366 16,787 0.46 830 0.44 CR AVALRICO RD LITHIA PINECREST RD DURANT RD 2 U 0.80 35 D 10,626 351 12,510 0.85 621 0.57 CR CVALRICO RD DURANT RD SR 60 2 U 1.55 45 D 10,626 351 12,510 0.85 621 0.57 CR CVALRICO RD SR 60 M L KING BLVD 2 U 3.46 45 D 14,815 842 12,510 1.18 621 1.36 CR CVAN DYKE RD GUNN HWY SUNCOAST N RAMP 2 U 1.71 45 D 17,734 904 16,787 1.06 835 1.08 CR AVAN DYKE RD SUNCOAST N RAMP OLD TOBACCO RD 2 U 0.39 45 D 17,734 1016 13,205 1.34 656 1.55 CR AVAN DYKE RD OLD TOBACCO RD WHIRLEY RD 2 U 1.45 45 D 24,788 1016 13,205 1.88 656 1.55 CR AVAN DYKE RD WHIRLEY RD DALE MABRY HWY 4 D 0.89 45 D 24,788 1016 34,390 0.72 1701 0.60 CR AVAN DYKE RD DALE MABRY HWY SIMMONS RD 2 U 1.34 35 C 10,705 640 15,903 0.67 787 0.81 CR CVANDERVORT RD HANNA RD LIVINGSTON AVE 2 U 0.75 35 C 1,691 86 16,920 0.10 837 0.10 CR CVICTORIA ST / LIMONA RD LAKEWOOD DR PARSONS AVE 2 U 1.99 35 D 6,017 307 12,510 0.48 621 0.49 CR CW VILLAGE DR EHRLICH RD S VILLAGE DR 2 U 1.53 35 D 3,116 159 12,510 0.25 621 0.26 CR CWATERS AVE COUNTRYWAY SHELDON RD 4 D 2.45 40 D 10,000 1479 34,390 0.29 1701 0.87 CR AWATERS AVE SHELDON RD VETERANS EXPY 6 D 2.36 45 E 38,257 1479 54,150 0.71 2679 0.55 CR AWATERS AVE VETERANS EXPY DALE MABRY HWY 6 D 2.41 45 D 50,500 2574 51,585 0.98 2556 1.01 CR AWATERS AVE DALE MABRY HWY ARMENIA AVE 4 D 1.27 45 E 32,788 1419 35,910 0.91 1777 0.80 CR AWEBB RD MEMORIAL HWY JACKSON SPRINGS 2 U 1.19 40 D 5,639 287 12,510 0.45 621 0.46 CR CWHEELER RD HIGHVIEW RD VALRICO RD 2 U 2.77 35 D 9,089 506 12,510 0.73 621 0.81 CR CWHITAKER RD US HWY 41 HANNA RD 2 U 1.23 30 C 6,643 339 15,903 0.42 787 0.43 CR CWIGGINS RD MEDULLA RD I‐4 FRONTAGE RD S 2 U 3.99 45 D 2,370 121 15,904 0.15 791 0.15 CR CWILCOX RD / NEWKIRK DR HUTCHINSON RD NORTHDALE BLVD 2 U 0.98 35 D 5,627 275 12,510 0.45 621 0.44 CR CWILDER RD I‐4 FRONTAGE RD N KNIGHTS‐GRIFFIN 2 U 2.98 40 C 980 50 16,920 0.06 837 0.06 CR CWILLIAMS RD BROADWAY AVE SLIGH AVE 2 U 2.31 35 D 6,166 297 12,510 0.49 621 0.48 CR CWILLIAMS RD SLIGH AVE FOWLER AVE 2 U 3.67 45 C 4,539 231 15,903 0.29 787 0.29 CR CWILSKY BLVD HANLEY RD VETERAN'S EXPWY 2 U 1.38 35 D 14,807 681 12,510 1.18 621 1.10 CR CWINDHORST RD LAKEWOOD RD SEFFNER VALRICO RD 2 U 2.52 35 D 8,784 626 12,510 0.70 621 1.01 CR CWOODBERRY RD FALKENBURG RD GRAND REGENCY BLVD 2 U 0.58 45 D 14,231 745 12,510 1.14 621 1.20 CR CWOODBERRY RD GRAND REGENCY BLVD LAKEWOOD DR 2 U 0.93 45 D 14,231 745 12,510 1.14 621 1.20 CR C50TH ST / 56TH ST M L KING BLVD HILLSBOROUGH AVE 4 D 1.25 50 D 25,749 1312 36,200 0.71 1790 0.73 SR PA56TH ST HILLSBOROUGH AVE RIVERHILLS DR 4 D 2.08 45 D 39,194 1998 36,200 1.08 1790 1.12 SR PABEARSS AVE FLORIDA AVE NEBRASKA AVE 4 D 0.50 45 D 51,659 2633 28,100 1.84 1390 1.89 SR ABRANDON PARKWAY I‐75 BRANDON TOWN CENTER DR 4 D 0.78 45 D 16,500 841 36,200 0.46 1790 0.47 SR ABRANDON PARKWAY BRANDON TOWN CENTER DR LAKEWOOD DR 4 D 0.41 45 D 16,000 815 36,200 0.44 1790 0.46 SR ABRANDON PARKWAY LAKEWOOD DR LUMSDEN RD 4 D 0.90 45 D 15,800 805 36,200 0.44 1790 0.45 SR ABUSCH BLVD DALE MABRY HWY ARMENIA AVE 4 D 1.31 45 D 48,500 2472 36,200 1.34 1790 1.38 SR ACAUSEWAY BLVD 50TH ST US HWY 301 4 D 3.18 45 D 21,627 1102 36,200 0.60 1790 0.62 SR ADALE MABRY HWY CITY LIMITS WATERS AVE 6 D 1.81 45 D 68,499 3490 54,300 1.26 2690 1.30 SR PADALE MABRY HWY WATERS AVE LINEBAUGH AVE 6 D 0.48 45 D 68,224 3476 54,300 1.26 2690 1.29 SR PADALE MABRY HWY LINEBAUGH AVE FLETCHER AVE 6 D 1.76 45 D 72,500 3695 54,300 1.34 2690 1.37 SR PADALE MABRY HWY FLETCHER AVE EHRLICH RD 6 D 1.35 45 D 63,501 3236 54,300 1.17 2690 1.20 SR PADALE MABRY HWY EHRLICH RD VAN DYKE RD 6 D 3.01 50 D 60,590 3088 54,300 1.12 2690 1.15 SR PADALE MABRY HWY VAN DYKE RD LUTZ LAKE FERN 4 D 2.48 55 D 45,692 2328 36,200 1.26 1790 1.30 SR PA

9 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

DALE MABRY HWY LUTZ LAKE FERN COUNTYLINE RD 4 D 1.10 55 D 38,000 1936 37,200 1.02 1840 1.05 SR PAFLETCHER AVE FLORIDA AVE NEBRASKA AVE 4 D 0.50 40 D 40,169 2047 36,200 1.11 1790 1.14 SR AFLORIDA AVE FOWLER AVE FLETCHER AVE 4 D 1.01 40 D 25,500 1300 36,200 0.70 1790 0.73 SR AFLORIDA AVE FLETCHER AVE BEARSS AVE 4 D 1.30 40 D 22,000 1121 36,200 0.61 1790 0.63 SR AFLORIDA AVE BEARSS AVE FLORIDA NEBRASKA 4 D 1.65 40 D 25,000 1274 36,200 0.69 1790 0.71 SR AFOWLER AVE MORRIS BRIDGE RD I‐75 6 D 0.60 50 D 54,500 2778 54,300 1.00 2690 1.03 SR PAFOWLER AVE I‐75 US 301 4 D 1.28 45 D 18,700 953 36,200 0.52 1790 0.53 SR PAHILLSBOROUGH AVE PINELLAS COUNTY DOUBLE BRANCH RD 8 D 0.84 55 D 54,000 2752 72,400 0.75 3590 0.77 SR PAHILLSBOROUGH AVE DOUBLE BRANCH RD LONGBOAT BLVD 6 D 2.62 55 D 55,233 2815 54,300 1.02 2690 1.05 SR PAHILLSBOROUGH AVE LONGBOAT BLVD MEMORIAL HWY 6 D 1.38 55 D 59,000 3007 54,300 1.09 2690 1.12 SR PAHILLSBOROUGH AVE MEMORIAL HWY VETERAN'S EXPWY 6 D 2.20 45 D 55,781 2843 54,300 1.03 2690 1.06 SR PAHILLSBOROUGH AVE VETERAN'S EXPWY HOOVER RD 6 D 0.75 45 D 59,892 3052 54,300 1.10 2690 1.13 SR PAHILLSBOROUGH AVE 50TH ST US HWY 301 4 D 2.33 45 D 41,891 2135 36,200 1.16 1790 1.19 SR PAI‐275 PINELLAS COUNTY KENNEDY BLVD 8 F 4.66 65 D 157,500 8026 177,800 0.89 8310 0.97 SR PAI‐275 FOWLER AVE BEARSS AVE 6 F 2.40 55 D 86,007 4383 133,500 0.64 6240 0.70 SR PAI‐275 BEARSS AVE I‐75 6 F 6.79 70 D 59,000 3007 97,600 0.60 4830 0.62 SR PAI‐4 CITY LIMITS US HWY 301 6 F 2.62 55 D 129,052 6577 133,500 0.97 6240 1.05 SR PAI‐4 US HWY 301 I‐75 6 F 1.94 55 D 159,500 8128 133,500 1.19 6240 1.30 SR PAI‐4 I‐75 CR 579 6 F 1.53 55 D 157,500 8026 97,600 1.61 4830 1.66 SR PAI‐4 CR 579 MCINTOSH RD 6 F 3.73 55 D 137,500 7007 133,500 1.03 6240 1.12 SR PAI‐4 MCINTOSH RD BRANCH FORBES RD 6 F 3.56 55 D 138,746 7071 97,600 1.42 4830 1.46 SR PAI‐4 BRANCH FORBES RD THONOTOSASSA RD 6 F 2.06 55 D 130,937 6672 97,600 1.34 4830 1.38 SR PAI‐4 PARK RD POLK COUNTY 6 F 3.04 55 D 130,937 6672 97,600 1.34 4830 1.38 SR PAI‐75 MANATEE COUNTY SR 674 6 F 6.26 70 C 67,000 3414 82,400 0.81 4080 0.84 SR PAI‐75 SR 674 BIG BEND RD 6 F 5.81 70 D 91,500 4663 133,500 0.69 6240 0.75 SR PAI‐75 BIG BEND RD GIBSONTON DR 6 F 4.31 70 D 120,500 6141 133,500 0.90 6240 0.98 SR PAI‐75 GIBSONTON DR US HWY 301 10 F 3.59 70 D 147,500 7517 231,900 0.64 10840 0.69 SR PAI‐75 US HWY 301 LEE ROY SELMON EXPWY 8 F 1.84 70 D 91,500 4663 177,800 0.51 8310 0.56 SR PAI‐75 LEE ROY SELMON EXPWY SR 60 8 F 0.98 70 D 88,000 4484 177,800 0.49 8310 0.54 SR PAI‐75 SR 60 M L KING BLVD 6 F 2.79 70 D 133,000 6778 133,500 1.00 6240 1.09 SR PAI‐75 M L KING BLVD I‐4 6 F 1.43 70 D 159,500 8128 133,500 1.19 6240 1.30 SR PAI‐75 I‐4 FOWLER AVE 6 F 3.96 70 D 142,000 7236 133,500 1.06 6240 1.16 SR PAI‐75 FOWLER AVE FLETCHER AVE 8 F 1.24 70 D 126,500 6447 177,800 0.71 8310 0.78 SR PAI‐75 FLETCHER AVE BRUCE B DOWNS BLVD/CR 581 8 F 3.90 70 D 111,000 5657 177,800 0.62 8310 0.68 SR PALEE ROY SELMON EXPWY 78TH ST I‐75 10 F 3.02 65 D 72,133 3676 231,900 0.31 10840 0.34 SR PAM L KING BLVD 50TH ST I‐4 2 U 0.99 45 D 17,218 878 13,900 1.24 690 1.27 SR PAM L KING BLVD I‐4 US HWY 301 6 D 1.55 50 D 39,574 2017 54,300 0.73 2690 0.75 SR PAM L KING BLVD US HWY 301 I‐75 6 D 2.11 50 D 35,999 1835 54,300 0.66 2690 0.68 SR PAM L KING BLVD I‐75 HIGHVIEW RD 6 D 1.67 50 D 38,613 1968 54,300 0.71 2690 0.73 SR PAM L KING BLVD HIGHVIEW RD PARSONS AVE 2 D 0.75 45 D 32,500 1656 14,595 2.23 725 2.28 SR PAM L KING BLVD PARSONS AVE KINGSWAY RD 2 D 0.52 45 D 15,013 765 14,595 1.03 725 1.06 SR PAM L KING BLVD KINGSWAY RD VALRICO RD 2 U 1.56 45 D 15,013 765 18,601 0.81 925 0.83 SR PAM L KING BLVD VALRICO RD MCINTOSH RD 2 U 0.54 50 D 15,013 765 18,601 0.81 925 0.83 SR PAM L KING BLVD MCINTOSH RD FORBES RD 2 U 3.63 45 D 10,397 530 18,601 0.56 925 0.57 SR PA

10 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

M L KING BLVD / SR 574 FORBES RD TURKEY CREEK RD 2 U 1.04 50 D 10,100 515 18,601 0.54 925 0.56 SR PANEBRASKA AVE FOWLER AVE FLETCHER AVE 4 D 1.01 45 D 24,500 1249 36,200 0.68 1790 0.70 SR PANEBRASKA AVE FLETCHER AVE BEARSS AVE 4 D 1.29 45 D 22,276 1135 36,200 0.62 1790 0.63 SR PANEBRASKA AVE BEARSS AVE FLORIDA/NEBRASKA 4 D 1.77 45 D 28,000 1427 36,200 0.77 1790 0.80 SR PASR 39 SR 60 TRAPNELL RD 4 D 2.02 55 D 18,200 927 37,200 0.49 1840 0.50 SR PASR 39 / PAUL BUCHMAN HWY SAM ALLEN RD PASCO COUNTY 2 U 8.71 55 D 10,500 535 18,601 0.56 925 0.58 SR PASR 60 / ADAMO DR CITY LIMITS US HWY 301 4 D 0.99 50 D 41,500 2115 36,200 1.15 1790 1.18 SR PASR 60 / ADAMO DR US HWY 301 FALKENBURG RD 4 D 1.27 50 D 41,500 2115 36,200 1.15 1790 1.18 SR PASR 60 / BRANDON BLVD FALKENBURG RD PROVIDENCE RD 8 D 1.36 50 D 83,901 4276 72,400 1.16 3590 1.19 SR PASR 60 / BRANDON BLVD PROVIDENCE RD PAULS DR 8 D 0.76 45 D 83,901 4276 72,400 1.16 3590 1.19 SR PASR 60 / BRANDON BLVD PAULS DR KINGS AVE 8 D 0.50 45 D 74,000 3771 72,400 1.02 3590 1.05 SR PASR 60 / BRANDON BLVD KINGS AVE KINGSWAY RD 6 D 1.01 45 D 64,066 3265 54,300 1.18 2690 1.21 SR PASR 60 / BRANDON BLVD KINGSWAY RD VALRICO RD 8 D 1.51 45 D 57,000 2905 72,400 0.79 3590 0.81 SR PASR 60 / BRANDON BLVD VALRICO RD DOVER RD 4 D 2.03 55 D 32,001 1631 36,200 0.88 1790 0.91 SR PASR 60 / BRANDON BLVD DOVER RD TURKEY CREEK RD 4 D 3.00 60 D 31,000 1580 37,200 0.83 1840 0.86 SR PASR 60 / BRANDON BLVD TURKEY CREEK RD CR 39 4 D 3.01 60 D 22,500 1147 37,200 0.60 1840 0.62 SR PASR 60 / BRANDON BLVD CR 39 SMITH‐RYALS RD 4 D 2.02 65 D 19,600 999 37,200 0.53 1840 0.54 SR PASR 60 / BRANDON BLVD SMITH‐RYALS RD COUNTY LINE RD 4 D 2.25 65 C 19,600 999 28,100 0.70 1390 0.72 SR PASR 674 US HWY 41 I‐75 6 D 3.04 50 D 23,115 1178 54,300 0.43 2690 0.44 SR ASR 674 I‐75 US HWY 301 4 D 3.03 45 D 33,026 1683 36,200 0.91 1790 0.94 SR ASR 674 US HWY 301 CR 579 2 U 2.40 45 D 15,000 764 13,900 1.08 690 1.11 SR PASR 674 CR 579 CARLTON LAKE RD 2 U 3.26 50 C 7,042 359 18,600 0.38 920 0.39 SR PASR 674 CARLTON LAKE RD CR 39 2 U 6.05 60 C 7,042 359 18,600 0.38 920 0.39 SR PASR 674 CR 39 POLK COUNTY 2 U 5.62 60 C 2,600 133 18,600 0.14 920 0.14 SR PASUNCOAST PKWY VETERANS EXPWY PASCO COUNTY 4 F 3.73 60 D 40,126 2045 90,500 0.44 4230 0.48 SR PAUS HWY 301 MANATEE COUNTY SR 674 2 U 5.69 60 D 4,500 230 18,601 0.24 925 0.25 SR PAUS HWY 301 SR 674 BALM RD 2 U 3.96 60 D 14,600 744 13,900 1.05 690 1.08 SR PAUS HWY 301 BALM RD RHODINE RD 6 D 3.57 45 D 31,101 1585 54,300 0.57 2690 0.59 SR PAUS HWY 301 RHODINE RD GIBSONTON DR 6 D 2.47 45 D 45,583 2323 54,300 0.84 2690 0.86 SR PAUS HWY 301 GIBSONTON DR I‐75 6 D 3.44 45 D 50,182 2558 54,300 0.92 2690 0.95 SR PAUS HWY 301 I‐75 CROSSTOWN W RAMP 6 D 2.08 50 D 52,621 2682 54,300 0.97 2690 1.00 SR PAUS HWY 301 CROSSTOWN W RAMP ADAMO DR 4 D 1.31 50 D 38,833 1979 36,200 1.07 1790 1.11 SR PAUS HWY 301 ADAMO DR SLIGH AVE S 4 D 3.74 45 D 38,502 1962 36,200 1.06 1790 1.10 SR PAUS HWY 301 SLIGH AVE S HARNEY RD S 4 D 2.30 45 D 31,593 1610 36,200 0.87 1790 0.90 SR PAUS HWY 301 HARNEY RD (S) FOWLER AVE 4 D 1.82 45 D 18,109 923 36,200 0.50 1790 0.52 SR PAUS HWY 301 FOWLER AVE HARNEY RD 2 U 1.27 45 D 18,600 948 13,900 1.34 690 1.37 SR PAUS HWY 301 HARNEY RD CR 579 4 D 0.89 50 D 18,600 948 62,200 0.30 3080 0.31 SR PAUS HWY 301 CR 579 MCINTOSH RD 2 U 4.28 55 C 12,300 627 18,800 0.65 930 0.67 SR PAUS HWY 301 MCINTOSH RD PASCO COUNTY 2 U 5.05 60 C 12,300 627 18,800 0.65 930 0.67 SR PAUS HWY 41 MANATEE COUNTY COCKROACH BAY 4 D 4.51 65 C 14,240 726 28,100 0.51 1390 0.52 SR PAUS HWY 41 COCKROACH BAY 7TH ST SW 4 D 2.08 65 C 15,800 805 28,100 0.56 1390 0.58 SR PAUS HWY 41 7TH ST SW 19TH AVE NE 4 D 2.61 40 D 17,438 889 36,200 0.48 1790 0.50 SR PAUS HWY 41 19TH AVE NE APOLLO BEACH BLVD 4 D 3.33 55 D 30,000 1529 36,200 0.83 1790 0.85 SR PAUS HWY 41 APOLLO BEACH BLVD BIG BEND RD 4 D 1.74 55 D 31,000 1580 36,200 0.86 1790 0.88 SR PA

11 of 12





Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

US HWY 41 BIG BEND RD SYMMES RD 4 D 2.95 55 D 24,500 1249 36,200 0.68 1790 0.70 SR PAUS HWY 41 SYMMES RD RIVERVIEW DR 4 D 2.05 50 D 28,967 1476 36,200 0.80 1790 0.82 SR PAUS HWY 41 RIVERVIEW DR MADISON AVE 4 D 2.77 55 D 25,500 1300 36,200 0.70 1790 0.73 SR PAUS HWY 41 MADISON AVE PORT SUTTON RD 4 D 0.34 55 D 27,391 1396 36,200 0.76 1790 0.78 SR PAUS HWY 41 PORT SUTTON RD CAUSEWAY BLVD 6 D 1.18 50 D 27,391 1396 54,300 0.50 2690 0.52 SR PAUS HWY 41 CAUSEWAY BLVD CITY LIMITS 6 D 1.52 50 D 26,541 1352 54,300 0.49 2690 0.50 SR PAUS HWY 41 NEBRASKA/FLORIDA DEBUEL RD 6 D 1.12 45 D 51,000 2599 54,300 0.94 2690 0.97 SR PAUS HWY 41 DEBUEL RD SUNSET LANE 6 D 1.02 45 D 44,500 2268 56,400 0.79 2790 0.81 SR PAUS HWY 41 SUNSET LANE COUNTY LINE RD 6 D 2.05 45 D 35,500 1809 56,400 0.63 2790 0.65 SR PAUS HWY 92 US HWY 301 WILLIAMS RD 2 U 2.09 40 D 14,320 730 13,900 1.03 690 1.06 SR PAUS HWY 92 WILLIAMS RD PINE ST 2 U 1.54 45 D 12,537 639 13,900 0.90 690 0.93 SR PAUS HWY 92 PINE ST KINGSWAY RD 2 U 1.03 45 D 12,537 639 13,900 0.90 690 0.93 SR PAUS HWY 92 KINGSWAY RD MCINTOSH RD 2 U 2.13 45 D 9,900 505 18,601 0.53 925 0.55 SR PAUS HWY 92 MCINTOSH RD TURKEY CREEK RD 2 U 4.30 55 D 11,290 575 18,601 0.61 925 0.62 SR PAUS HWY 92 TURKEY CREEK RD WALTER DR 2 U 0.79 45 D 11,290 575 18,601 0.61 925 0.62 SR PAUS HWY 92 PARK ST COUNTY LINE RD 2 U 3.05 55 D 10,300 525 18,601 0.55 925 0.57 SR PAVETERANS EXPWY INDEPENDENCE PKWY MEMORIAL HWY 8 F 0.35 45 D 67,000 3414 177,800 0.38 8310 0.41 SR PAVETERANS EXPWY MEMORIAL HWY ANDERSON RAMP 8 F 3.53 55 D 72,136 3676 177,800 0.41 8310 0.44 SR PAVETERANS EXPWY ANDERSON RAMP GUNN HWY 8 F 3.13 55 D 56,117 2860 177,800 0.32 8310 0.34 SR PAVETERANS EXPWY GUNN HWY EHRLICH RD 6 F 0.94 60 D 51,638 2631 133,500 0.39 6240 0.42 SR PAVETERANS EXPWY EHRLICH RD HUTCHINSON RD 6 F 1.92 55 D 51,638 2631 133,500 0.39 6240 0.42 SR PAVETERANS EXPWY HUTCHINSON RD SUNCOAST PKWY 6 F 1.62 55 D 50,700 2584 133,500 0.38 6240 0.41 SR PAVETERANS EXPWY SUNCOAST PKWY DALE MABRY HWY 4 F 3.02 55 D 15,600 795 90,500 0.17 4230 0.19 SR PAVETERANS FRONTAGE N INDEPENDENCE PKWY HILLSBOROUGH AVE 2 O 1.38 50 D 14,999 764 21,720 0.69 1074 0.71 SR PAVETERANS FRONTAGE S MEMORIAL HWY HILLSBOROUGH AVE 2 O 1.02 35 D 14,000 713 21,720 0.64 1074 0.66 SR PA

Segments grouped based on similar grouping in 2017 LOS Report. Changes made where lane type, speed limit, functional classification, LOS standard and/or volume changesNote: Peak hour volumes were not adjusted for seasonal variation because they were conducted around the time that FDOT seasonal adjutment factors = 1.0Where Peak hour volumes were not available, the FDOT "design K" in Hillsborough County was used to estimate PM Peak Hour volumes, a pk/daily ratio of 0.85 was used for the AM peakFor County arterials, an adjustment of 0.95 to state values was made. For County collectors, state values were adjusted by 0.90

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APPENDICES

Appendix A: Legend of Variables Used in the Roadway LOS Report

Appendix B: Summary of Operating Conditions

Appendix C: FDOT 2018 Generalized Tables

Appendix A: Legend of Variables Used in the Roadway LOS Report

The following legend provides a definition or description for each variable in the 2018 Level of Service Report


Speed Limit LOS Std

2017 AADT


Daily v/c Ratio

Pk Hr Pk Dir MSV


Local Func Class

On Street The common name assigned to the road segment (street name)From The cross street or location at which the segment beginsTo The cross street or location at which the segment endsLane No Number of lanes per directionLane Type U ‐ undivided, D ‐ divided, O ‐ one way, F ‐ freewayLength Length of the segment in milesSpeed Limit Current posted speed limit of the segmentLOS Std Standard Level of Service for the particular roadway as adopted and documented in the Hillsborough County Comprehensive Plan.

Average Annual Daily Traffic ‐ The AADT is the number of vehicles that travel on a specified segment of a road on an average day. For aggregated segments, traffic counts may be weighted according to the length of each individual link and may not match a specific countPeak Hour Peak Direction Volume ‐ Where count info was available, this is a measured value.Otherwise, it was determined by (AADT x K x Directional Factor) Maximum Service Volume (Daily Capacity) ‐ The maximum rate of flow at which vehicles can traverse a point or uniform segment roadway and maintainthe performance standard as measured by speed for interrupted flow facilities and V/C ratio for uninterrupted flow facilities during the daily (AADT) period.

Daily v/c Ratio Volume over Capacity ‐ AADT Volume to capacity of the roadway. V/C greater than 1.0 indicates a roadway exceeds the available capacityPk Hr Pk Dir MSV Peak Hour Peak Direction Maximum Service Volume (Capacity) Pk Hr Pk Dir v/c Ratio Volume over Capacity ‐ PM Peak Hour Directional Volume to capacity of the roadwayJurisdiction Regulating authority of the segment.

Local Functional Class ‐ The assignment of roads into systems according to the character of service they provide in relation to the road networkThe abbreviations are: PA ‐ Principal Arterial, A ‐ Arterial, C ‐ Collector

2017 AADT

Peak Hour Pk Dir Vol

Daily MSV

Local Func Class

Appendix B: Summary of Operating Conditions

LOS REPORT SUMMARY OF OPERATING CONDITIONS

Total Lane‐Mileage% of Total

County Roads 1643.28 54.9%State Roads 1350.96 45.1%

2994.24

Vehicle Miles Travelled (VMT) ‐ Daily% of Total

County Roads 7,935,449 35.6%State Roads (inc interstate) 14,355,126 64.4%

22,290,574

VMT ‐ Peak Hour Peak Direction% of Total

County Roads 411,136 36.0%State Roads 731,572 64.0%

1,142,708

Lane Mileage of Failed facilities ‐ Daily Condition% of

jurisdiction miles

% of total miles

County Roads 371.08 22.6% 12.4%State Roads 416.98 30.9% 13.9%

788.06 26.3%

VMT of Failed facilities ‐ Daily Condition% of

jurisdiction VMT % of total VMT

County Roads 3,306,410 41.7% 14.8%State Roads 6,251,209 43.5% 28.0%

9,557,619 42.9%

Lane Mileage of Failed facilities ‐ Peak Hour, Peak Direction Condition% of

jurisdiction miles

% of total miles

CR Total miles fail 436.46 26.6% 14.6%SR Total miles fail 497.38 36.8% 16.6%

933.84 31.2%

% of jurisdiction

VMT % of total VMTCR Total VMT fail 189,024 46.0% 16.5%SR Total VMT fail 389,180 53.2% 34.1%

578,204 50.6%

Appendix C: FDOT 2018 Generalized Tables

2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES

TABLE 1 Generalized Annual Average Daily Volumes for Florida’s

Urbanized Areas1

03/14/2018

INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES

Non-State Signalized Roadway Adjustments (Alter corresponding state volumes

by the indicated percent.) Non-State Signalized Roadways - 10%

STATE SIGNALIZED ARTERIALS

Principal (1 signal per half mile) Lanes Median B C D E

2 Undivided * 4,000 13,900 18,800 4 Divided 1,000 27,300 36,200 37,800 6 Divided 1,600 41,200 54,300 57,000

Minor (1 signal per quarter mile) Lanes Median B C D E

2 Undivided * * 4,200 14,300 4 Divided * 9,500 28,100 37,200 6 Divided * 17,800 44,200 56,200

Freeway Adjustments Auxiliary Lanes

Present in Both Directions Ramp

Metering + 20,000 + 5%

FREEWAYS

Core Urbanized Lanes B C D E

4 53,700 72,900 90,500 92,600 6 78,300 107,600 133,500 139,000 8 103,100 142,700 177,800 185,500

10 140,700 197,600 231,900 ** 12 174,300 235,100 278,100 **

Urbanized Lanes B C D E

4 50,700 68,900 85,500 87,500 6 73,900 101,600 126,100 131,300 8 97,400 134,700 167,900 175,200

10 132,900 186,700 219,000 **

Median & Turn Lane Adjustments

Lanes Median Exclusive Left Lanes

Exclusive Right Lanes

Adjustment Factors

2 Divided Yes No +5%2 Undivided No No -20%

Multi Undivided Yes No -5%Multi Undivided No No -25%

– – – Yes + 5%

One-Way Facility Adjustment Multiply the corresponding two-directional

volumes in this table by 0.6

UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E

2 Undivided 12,300 18,800 25,500 34,100 4 Divided 37,200 53,700 67,700 76,000 6 Divided 56,000 80,600 101,400 113,900

Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors

2 Divided Yes +5%Multi Undivided Yes -5%Multi Undivided No -25%

BICYCLE MODE2 (Multiply motorized vehicle volumes shown below by number of

directional roadway lanes to determine two-way maximum service volumes.)

Paved Shoulder/Bicycle Lane Coverage B C D E

0-49% * 2,900 7,600 19,700 50-84% 2,100 6,700 19,700 >19,700

85-100% 9,300 19,700 >19,700 **

PEDESTRIAN MODE2

(Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service

volumes.)

Sidewalk Coverage B C D E 0-49% * * 2,800 9,500 50-84% * 1,600 8,700 15,800

85-100% 3,800 10,700 17,400 >19,700

BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction)

Sidewalk Coverage B C D E 0-84% > 5 ≥ 4 ≥ 3 ≥ 2

85-100% > 4 ≥ 3 ≥ 2 ≥ 1

1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual.

2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility.

3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow.

* Cannot be achieved using table input value defaults.

** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.

Source: Florida Department of Transportation Systems Planning Office www.dot.state.fl.us/planning/systems/sm/los/default.shtm

RanckR

Text Box

NOTE: For County arterials, an adjustment of 0.95 to state values was made. For County collectors, state values were adjusted by 0.90

RanckR

Sticky Note

Unmarked set by RanckR


TABLE 3 Generalized Annual Average Daily Volumes for Florida’s

Rural Undeveloped Areas OR Developed Areas Less Than 5,000 Population1 03/14/2018


Non-State Signalized Roadway Adjustments

(Alter corresponding state volumes by the indicated percent.)

Non-State Signalized Roadways - 10%

STATE SIGNALIZED ARTERIALS Lanes Median B C D E

2 Undivided 18,200 18,600 ** ** 4 Divided * 28,100 37,200 ** 6 Divided * 46,100 56,400 **

Freeway Adjustments

Auxiliary Lanes Present in Both Directions

+ 20,000

FREEWAYS Lanes B C D E

4 42,400 57,400 66,700 70,700 6 58,800 82,400 97,600 105,900 8 75,400 107,700 127,700 141,200




Adjustment Factors

2 Divided Yes No +5% 2 Undivided No No -20%

Multi Undivided Yes No -5% Multi Undivided No No -25%

– – – Yes + 5%

One-Way Facility Adjustment Multiply the corresponding two-directional


UNINTERRUPTED FLOW HIGHWAYS

Rural Undeveloped Lanes Median B C D E

2 Undivided 5,500 9,900 17,000 34,100

Rural Developed

Lanes Median B C D E 2 Undivided 12,300 18,800 25,500 34,100 4 Divided 35,800 51,700 62,200 66,700 6 Divided 53,700 77,800 93,300 100,000

Passing Lane Adjustments

Alter LOS B-D volumes in proportion to the passing lane length to the highway segment length

Uninterrupted Flow Highway Adjustments

Lanes Median Exclusive left lanes Adjustment factors 2 Divided Yes +5%

Multi Undivided Yes -5% Multi Undivided No -25%



Rural Undeveloped Paved

Shoulder/Bicycle Lane Coverage B C D E

0-49% * 1,300 2,000 3,200 50-84% 1,000 2,100 3,200 10,600

85-100% 2,600 3,900 18,500 >18,500

Rural Developed Paved

Shoulder/Bicycle Lane Coverage B C D E

0-49% * 2,300 4,900 15,600 50-84% 1,700 4,500 13,300 18,500

85-100% 5,900 18,500 >18,500 **

PEDESTRIAN MODE2


volumes.)

Sidewalk Coverage B C D E 0-49% * * 2,700 9,200 50-84% * 1,500 8,400 14,900

85-100% 3,600 10,200 16,700 >19,200

1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. * Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.



TABLE 7 Generalized Peak Hour Directional Volumes for Florida’s

Urbanized Areas1

03/14/2018


Non-State Signalized Roadway Adjustments (Alter corresponding state volumes

by the indicated percent.) Non-State Signalized Roadways - 10%

STATE SIGNALIZED ARTERIALS

Principal (1 signal per half mile) Lanes Median B C D E

1 Undivided * 200 690 930 2 Divided 50 1,350 1,790 1,870 3 Divided 80 2,040 2,690 2,820

Minor (1 signal per quarter mile) Lanes Median B C D E

1 Undivided * * 210 710 2 Divided * 470 1,390 1,840 3 Divided * 880 2,190 2,780

Freeway Adjustments

Auxiliary Lane

Ramp Metering

+ 1,000 + 5%


2 2,510 3,410 4,230 4,330 3 3,660 5,030 6,240 6,500 4 4,820 6,670 8,310 8,670 5 6,580 9,240 10,840 ** 6 8,150 10,990 13,000 **




Adjustment Factors



– – – Yes + 5%

One-Way Facility Adjustment Multiply the corresponding directional


UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E

1 Undivided 610 930 1,260 1,690 2 Divided 1,840 2,660 3,350 3,760 3 Divided 2,770 3,990 5,020 5,640






Paved Shoulder/Bicycle Lane Coverage B C D E

0-49% * 150 390 1,000 50-84% 110 340 1,000 >1,000 85-100% 470 1,000 >1,000 **

PEDESTRIAN MODE2


volumes.)

Sidewalk Coverage B C D E 0-49% * * 140 480

50-84% * 80 440 800 85-100% 200 540 880 >1,000

BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction)

Sidewalk Coverage B C D E 0-84% > 5 ≥ 4 ≥ 3 ≥ 2

85-100% > 4 ≥ 3 ≥ 2 ≥ 1

1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. 3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow. * Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.



TABLE 9 Generalized Peak Hour Directional Volumes for Florida’s

Rural Undeveloped Areas OR Developed Areas Less Than 5,000 Population1 03/14/2018


Non-State Signalized Roadway Adjustments

(Alter corresponding state volumes by the indicated percent.)

Non-State Signalized Roadways - 10%

STATE SIGNALIZED ARTERIALS Lanes Median B C D E

1 Undivided 900 920 ** ** 2 Divided * 1,390 1,840 ** 3 Divided * 2,280 2,790 **

Freeway Adjustments

Auxiliary Lane + 1,000


2 2,100 2,840 3,300 3,500 3 2,910 4,080 4,830 5,240 4 3,730 5,330 6,320 6,990




Adjustment Factors



– – – Yes + 5%

One-Way Facility Adjustment Multiply the corresponding directional


UNINTERRUPTED FLOW HIGHWAYS

Rural UndevelopedLanes Median B C D E

1 Undivided 270 490 840 1,690

Rural Developed

Lanes Median B C D E 1 Undivided 610 930 1,260 1,690 2 Divided 1,770 2,560 3,080 3,300 3 Divided 2,660 3,850 4,620 4,950

Passing Lane Adjustments

Alter LOS B-D volumes in proportion to the passing lane length to the highway segment length






Rural Undeveloped Paved Shoulder/Bicycle

Lane Coverage B C D E 0-49% * 70 110 170

50-84% 60 120 180 580 85-100% 140 210 1,000 >1,000

Rural Developed Paved Shoulder/Bicycle

Lane Coverage B C D E 0-49% * 120 260 840

50-84% 100 240 720 1,000 85-100% 320 1,000 >1,000 **

PEDESTRIAN MODE2


volumes.)

Sidewalk Coverage B C D E 0-49% * * 120 460

50-84% * 80 430 770 85-100% 180 520 860 >1,000

1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. * Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.


Documents

2018 LEVEL OF SERVICE REPORT...The 2018 Roadway Level of Service Report is a comprehensive listing of major County and State maintained roadways within unincorporated Hillsborough