JACKSON COUNTY - fdot.gov · los fdot std: local std fdot: ph/pd analysis % of max vol: section/beg & end mp lanes: class area: max vol max vol: stat. aadt: ph/pd year: aadt los:

State Roads - Page 1

STATE ROAD NO. FAC. TYPE LOS FDOT STD LOCAL STD FDOT PH/PD ANALYSIS % OF MAX VOLSECTION/BEG & END MP LANES CLASS AREA MAX VOL MAX VOL STAT. AADT PH/PD YEAR AADT LOS YEAR PH/PD LOS FDOT

Segment Length 4.540 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,350 B 2013 123 B 27.98%Mile Post 2.471 - 7.011 Undiv. Undev. 8,400 14,300 67 2,200 115 2018 2,470 B 2018 129 B 29.40%Rdwy. ID 53070000 PH/PD (LOS C) PH/PD (LOS D) 1601 2,500 131 2023 2,596 B 2023 136 B 30.90% 430 740

Segment Length 13.391 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,575 B 2013 82 B 18.75%Mile Post 8.858 - 22.249 Undiv. Undev. 8,400 14,300 210 1,550 81 2018 1,655 B 2018 86 B 19.71%Rdwy. ID 53070000 PH/PD (LOS C) PH/PD (LOS D) 213 1,600 84 2023 1,740 B 2023 91 B 20.71% 430 740

Segment Length 8.644 mi 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,745 B 2013 91 B 20.77%Mile Post 23.970 - 32.614 Undiv. Undev. 8,400 14,300 211 1,600 84 2018 1,833 B 2018 96 B 21.83%Rdwy. ID 53070000 PH/PD (LOS C) PH/PD (LOS D) 248 T 1,889 99 2023 1,927 B 2023 101 B 22.94% 430 740

T=Telemetered Station SR 69 to Calhoun Co Line to I-10 Segment Length 3.735 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,600 B 2013 84 B 19.05% Mile Post 0.000 - 3.735 Undiv. Undev. 8,400 14,300 360 1,600 84 2018 1,682 B 2018 88 B 20.02%Rdwy. ID 53130000 PH/PD (LOS C) PH/PD (LOS D) 2023 1,767 B 2023 92 B 21.04% 430 740

Segment Length 1.988 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,000 B 2013 105 B 23.81%Mile Post 3.735 - 5.723 Undiv. Undev. 8,400 14,300 123 2,000 105 2018 2,102 B 2018 110 B 25.02%Rdwy. ID 53130000 PH/PD (LOS C) PH/PD (LOS D) 2023 2,209 B 2023 115 B 26.30% 430 740

Segment Length 14.089 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,267 B 2013 118 B 26.98%Mile Post 8.951 - 23.040 Undiv. Undev. 8,400 14,300 155 2,400 125 2018 2,382 B 2018 124 B 28.36%Rdwy. ID 53130000 PH/PD (LOS C) PH/PD (LOS D) 230 1,800 94 2023 2,504 B 2023 131 B 29.81% 430 740 235 2,600 136

JACKSON COUNTY

SR 2 E Graceville to W Campbellton

AADT ANALYSIS2013

SR 2 E. Campbellton to W. Malone

SR 2 E. Malone to Georgia Line

SR 69 I-10 to to S Grand Ridge

SR 69 N Grand Ridge to E. Greenwood


STATE ROAD NO. FAC. TYPE LOS FDOT STD LOCAL STD FDOT PH/PD ANALYSIS % OF MAX VOLSECTION/BEG & END MP LANES CLASS AREA MAX VOL MAX VOL STAT. AADT PH/PD YEAR AADT LOS YEAR PH/PD LOS FDOTSR 71 Calhoun Co. to I-10Segment Length 8.260 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 5,350 C 2013 280 C 63.69%Mile Post 0.000 - 8.260 Undiv. Undev. 8,400 14,300 102 4,200 219 2018 5,623 C 2018 294 C 66.94%Rdwy. ID 53040000 PH/PD (LOS C) PH/PD (LOS D) 365 6,500 340 2023 5,910 C 2023 309 C 70.35% 430 740

Segment Length 1.956 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 15,400 C 2013 805 C 52.56%Mile Post 8.260 - 10.216 Divid. Devel. 29,300 30,400 21 14,000 732 2018 16,186 C 2018 799 C 55.24%Rdwy. ID 53040000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 22 # 16,800 878 2023 17,011 C 2023 794 C 58.06% R-No 1,530 1,580

# Added in 2006 (not counted 2007 & 2008)

Segment Length 3.558 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 7,750 C 2013 405 C 57.22%Mile Post 0.0000 - 3.558 Divid. ^ Devel. 13,545 14,910 204 9,100 475 2018 8,145 C 2018 426 C 60.14%Rdwy. ID 53090000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 114 5,700 298 2023 8,561 C 2023 447 C 63.20% R-No 704 777

^ Maximum Volumes increased by 5% due to: Divided

Segment Length 3.098 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 6,400 C 2013 334 C 76.19%Mile Post 3.558 - 6.656 Undiv. Undev. 8,400 14,300 153 6,400 334 2018 6,735 C 2018 352 C 80.17%Rdwy. ID 53090000 PH/PD (LOS C) PH/PD (LOS D) 2023 7,087 C 2023 370 C 84.37% 430 740

Segment Length 4.342 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 3,600 B 2013 188 B 42.86%Mile Post 8.673 - 13.015 Undiv. Undev. 8,400 14,300 17 3,600 188 2018 3,784 B 2018 198 B 45.04%Roadway ID 53090000 PH/PD (LOS C) PH/PD (LOS D) 165 3,600 188 2023 3,977 B 2023 208 B 47.34% 430 740


SR 71 I-10 to US 90

SR 71 US 90 to SR 166/Caverns R

SR 71 SR 166/Caverns Rd to S Greenwood

SR 71 N. Greenwood to S. Malone

SR 71 N. Malone to Alabama

JACKSON COUNTY

2013 AADT ANALYSIS


STATE ROAD NO. FAC. TYPE LOS FDOT STD LOCAL STD FDOT PH/PD ANALYSIS % OF MAX VOLSECTION/BEG & END MP LANES CLASS AREA MAX VOL MAX VOL STAT. AADT PH/PD YEAR AADT LOS YEAR PH/PD LOS FDOTSR 73 Calhoun Co. to CR 280ASegment Length 14.260 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 3,300 B 2013 172 B 39.29%Mile Post 0.000 - 14.260 Undiv. Undev. 8,400 14,300 13 4,200 219 2018 3,468 B 2018 181 B 41.29%Rdwy. ID 53120000 PH/PD (LOS C) PH/PD (LOS D) 188 2,400 125 2023 3,645 B 2023 190 B 43.40% 430 740

Segment Length 0.629 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 5,500 B 2013 287 B 33.54%Mile Post 14.260 - 14.889 Undiv. Devel. 16,400 23,100 1502 5,500 287 2018 5,781 B 2018 302 B 35.25%Rdwy. ID 53120000 PH/PD (LOS C) PH/PD (LOS D) 2023 6,075 B 2023 317 B 37.05% 850 1,200

Segment Length 6.040 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 3,800 B 2013 199 B 45.24%Rdwy. ID 53050000^ Undiv. Undev. 8,400 14,300 109 3,500 183 2018 3,994 B 2018 209 B 47.55%Rdwy. ID 53050001^^ PH/PD (LOS C) PH/PD (LOS D) 1508 4,100 214 2023 4,198 B 2023 219 B 49.97% 430 740


Segment Length 1.973 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 3,197 B 2013 167 B 38.06%Mile Post 10.732 - 12.705 Undiv. Undev. 8,400 14,300 247 T 3,197 167 2018 3,360 B 2018 176 B 40.00%Rdwy. ID 53060000 PH/PD (LOS C) PH/PD (LOS D) 2023 3,531 B 2023 185 B 42.04% 430 740

T = Telemetered Station

Segment Length 1.787 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 8,400 B 2013 439 B 51.22%Mile Post 17.292 - 19.079 Undiv. Devel. 16,400 23,100 1503 8,400 439 2018 8,828 C 2018 461 C 53.83%Rdwy. ID 53120000 PH/PD (LOS C) PH/PD (LOS D) 2023 9,279 C 2023 485 C 56.58% 850 1,200

SR 77 N. Graceville to Alabama

SR 166/Caverns Road N. Marianna to CR 167

SR 73 CR 280A to S Marianna

SR 73 NW Marianna Line to US 231

^0.601 - 6.075 W Marianna Line to Begin Realignment ^^ 0.000 - 0.566 Begin Realignment to US 231

SR 77 Wash. Co. to S Graceville

JACKSON COUNTY

2013 AADT ANALYSIS



Segment Length 2.094 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 4,400 C 2013 230 C 31.01%Mile Post 19.079 - 21.173 Divid. ^ Devel. 14,190 15,620 115 4,400 230 2018 4,624 C 2018 242 C 32.59%Rdwy. ID 53120000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 2023 4,860 C 2023 254 C 34.25% R-Yes ^ 737 814

^ Maximum Volume increased by 10% due to: Divided (+5%) and exclusive right turn lanes (+5%)



Segment Length 5.616 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 5,350 C 2013 280 C 63.69%Mile Post 5.520 - 11.136 Undiv. Undev. 8,400 14,300 81 4,600 240 2018 5,623 C 2018 294 C 66.94%Roadway ID 53010000 PH/PD (LOS C) PH/PD (LOS D) 1506 6,100 319 2023 5,910 C 2023 309 C 70.35% 430 740

Segment Length 2.489 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 21,250 C 2013 1,110 C 69.07%Mile Post 0.602 - 3.091 Divided Devel. 30,765 32,303 141 21,000 1,097 2018 22,334 C 2018 1,167 C 72.60%Rdwy. ID 53020000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 1504 21,500 1,123 2023 23,473 C 2023 1,226 C 76.30% R-Yes ^ 1,607 1,659

^ Maximum Volume increased 5% due to exclusive right turn lanes

Segment Length 8.426 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 7,000 B 2013 366 B 42.68%Mile Post 3.091 - 11.517 Undiv. Devel. 16,400 23,100 143 8,200 428 2018 7,357 B 2018 384 B 44.86%Rdwy. ID 53020000 PH/PD (LOS C) PH/PD (LOS D) 168 5,800 303 2023 7,732 B 2023 404 B 47.15% 850 1,200

US 90 E. Cottondale to W. Marianna

US 90 E. Marianna Line to SR 71 S

US 90 SR 71 S to W Grand Ridge

SR 166/Caverns Road CR 167 to SR 71

SR 273 Washington Co. to S. Campbellton

US 90 Washington Co. to W. Cottondale

JACKSON COUNTY

2013 AADT ANALYSIS



Segment Length 2.847 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 6,150 B 2013 321 B 37.50%Mile Post 15.247 - 18.094 Undiv. Devel. 16,400 23,100 193 6,300 329 2018 6,464 B 2018 338 B 39.41%Rdwy. ID 53020000 PH/PD (LOS C) PH/PD (LOS D) 1705 6,000 314 2023 6,793 B 2023 355 B 41.42% 850 1,200

Segment Length 2.712 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 7,300 B 2013 381 B 44.51%Mile Post 20.953 - 23.665 Undiv. Devel. 16,400 23,100 1701 7,300 381 2018 7,672 B 2018 401 B 46.78%Rdwy. ID 53020000 PH/PD (LOS C) PH/PD (LOS D) 2023 8,064 B 2023 421 B 49.17% 850 1,200

Segment Length 8.793 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 6,500 B 2013 340 B 16.13%Rdwy. ID 53030000^ Divided Undev. 40,300 25,700 82 7,200 376 2018 6,832 B 2018 357 B 16.95%Rdwy. ID 53030035^^ PH/PD (LOS C) PH/PD (LOS B) 83 5,800 303 2023 7,180 B 2023 375 B 17.82%Rdwy. ID 53030000^^^ 2,100 1,340 ^0.000 - 0.586 Bay Co. Line to Begin Reali Segment is on Strategic Intermodal System^^ 0.708 - 4.979 Begin Realignment to End ^^^5.014 - 8.950 End Realignment to S Alfoford

Segment Length 3.557 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS B)** AADT PH/PD 2013 7,800 C 2013 408 C 25.35%Mile Post 9.833 - 13.390 Divided Undev. 30,765 30,765 36 7,600 397 2018 8,198 C 2018 428 C 26.65%Rdwy. ID 53030000 L-Yes PH/PD (LOS C) PH/PD (LOS B)** 367 8,000 418 2023 8,616 C 2023 450 C 28.01% R-Yes^ 1,607 1,607

Segment Length 2.470 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 10,500 B 2013 549 B 26.05%Mile Post 13.390 - 15.860 Divided Undev. 40,300 25,700 76 10,500 549 2018 11,036 B 2018 577 B 27.38%Rdwy. ID 53030000 PH/PD (LOS C) PH/PD (LOS B) 2023 11,599 B 2023 606 B 28.78% 2,100 1,340

Segment is on Strategic Intermodal System

US 231 - Strategic Intermodal System Facility N. Alford to I-10

US 231 - Strategic Intermodal System Facility I-10 to S Cottondale

US 231 - Strategic Intermodal System Facility Bay Co. to S. Alford

US 90 E. Grand Ridge to W. Sneads

US 90 E. Sneads to Gadsden Co.

JACKSON COUNTY

2013 AADT ANALYSIS



Segment Length 3.141 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 7,500 B 2013 392 B 18.61%Mile Post 17.076 - 20.217 Divided Undev. 40,300 25,700 69 7,500 392 2018 7,883 B 2018 412 B 19.56%Rdwy. ID 53030000 PH/PD (LOS C) PH/PD (LOS B) 2023 8,285 B 2023 433 B 20.56% 2,100 1,340


Segment Length 7.450 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS B) 68 12,600 PH/PD 2013 11,250 B 2013 588 B 27.92%Mile Post 6.971 - 14.421 Divided Undev. 40,300 25,700 207 9,900 517 2018 11,343 B 2018 593 B 28.15%Rdwy. ID 53050000 PH/PD (LOS C) PH/PD (LOS B) 2023 11,437 B 2023 598 B 28.38% 2,100 1,340


US 231 - Strategic Intermodal System Facility N. Campbellton to AlabamaSegment Length 2.695 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 13,410 B 2013 701 B 33.28%Mile Post 15.670 - 18.365 Divided Undev. 40,300 25,700 50 T 13,410 701 2018 14,094 B 2018 736 B 34.97%Rdwy. ID 53050000 PH/PD (LOS C) PH/PD (LOS B) 2023 14,813 B 2023 774 B 36.76% 2,100 1,340

Segment is on Strategic Intermodal SystemT = Telemetered Station

Segment Length 9.633 mi. 4 Freeway Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 20,706 B 2013 1,207 B 48.15%Mile Post 0.000 - 9.633 Undev. 43,000 28,800 218 T 20,706 1,207 2018 21,762 B 2018 1,268 B 50.61%Rdwy. ID 53002000 PH/PD (LOS C) PH/PD (LOS B) 2023 22,872 B 2023 1,333 B 53.19% 2,500 1,680

Segment is on Strategic Intermodal SystemT = Telemetered Station

Segment Length 5.677 mi. 4 Freeway Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 19,500 B 2013 1,136 B 45.35%Mile Post 9.633 - 15.310 Undev. 43,000 28,800 2004 19,500 1,136 2018 20,495 B 2018 1,194 B 47.66%Rdwy. ID 53002000 PH/PD (LOS C) PH/PD (LOS B) 2500 19500 B 2500 1136 B 45.35% 2,500 1,680


Segment Length 17.950 mi. 4 Freeway Rural AADT (LOS C) AADT (LOS B) AADT PH/PD 2013 18,050 B 2013 1,052 B 41.98%Mile Post 15.310 - 33.260 Undev. 43,000 28,800 2006 18,600 1,084 2018 18,971 B 2018 1,106 B 44.12%Rdwy. ID 53002000 PH/PD (LOS C) PH/PD (LOS B) 2008 17,500 1,020 2023 19,938 B 2023 1,162 B 46.37% 2,500 1,680 Segment is on Strategic Intermodal System

I-10 - Strategic Intermodal System Facility Washington Co. to SR 276

I-10 - Strategic Intermodal System Facility SR 276 to SR 71

I-10 - Strategic Intermodal System Facility SR 71 to Gadsden County

US 231 - Strategic Intermodal System Facility N. Cottondale to SR 73

US 231 - Strategic Intermodal System Facility SR 73 to S. Campbellton

JACKSON COUNTY

2013 AADT ANALYSIS

County Roads - Page 1

COUNTY ROAD NO. FAC. TYPE LOS FDOT STD LOCAL STD FDOT PH/PD ANALYSIS % OF MAX VOLSECTION/BEG & END MP LANES CLASS AREA MAX VOL MAX VOL STAT. AADT PH/PD YEAR AADT LOS YEAR PH/PD LOS LOCALCR 10 A/Heritage Rd/Old Cottondale Rd/Milton AveSegment Length 2.302 mi. 2 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,200 C 2013 62 C 11.28%Rdwy. ID 53720000^ Class II ≤35 5000 5,200 10,640 1507 1,200 62 2018 1,261 C 2018 65 C 11.85%Rdwy. ID 53720000^^ Undiv. PH/PD (LOS C) PH/PD (LOS D) 2023 1,326 C 2023 68 C 12.46% L-No^ R-No 264 544

^0.000 - 0.510 US 90 W to Marianna W City Limits ^ Maximum Volumes reduced by 20% due to no exclusive left turn lanes^^0.510 - 2.302 Marianna W City Limits to US 90 E (within City)

Segment Length 5.192 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 750 B 2013 39 B 5.24%Mile Post 0.000 - 5.192 Undiv. Undev. 8,400 14,300 10 H 750 39 2018 771 B 2018 40 B 5.39%Rdwy. ID 53530000 PH/PD (LOS C) PH/PD (LOS D) 2023 792 B 2023 41 B 5.54% 430 740

"H" - Holmes Conty Station

Segment Length 3.757 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 300 B 2013 16 B 2.10%Mile Post 5.192 - 8.949 Undiv. Undev. 8,400 14,300 314 300 16 2018 315 B 2018 16 B 2.20%Rdwy. ID 53530000 PH/PD (LOS C) PH/PD (LOS D) 2023 331 B 2023 17 B 2.32% 430 740




AADT ANALYSIS

JACKSON COUNTY

2013

CR 162/Tri-County Rd Holmes Co. Line to SR 77

CR 162/Rachel Rd SR 77 to SR 273

CR 162/Jacob Rd CR 273 to US 231

CR 162 US 231 to SR 71

CR 164/Lovewood Rd CR 277 to SR 77


COUNTY ROAD NO. FAC. TYPE LOS FDOT STD LOCAL STD FDOT PH/PD ANALYSIS % OF MAX VOLSECTION/BEG & END MP LANES CLASS AREA MAX VOL MAX VOL STAT. AADT PH/PD YEAR AADT LOS YEAR PH/PD LOS LOCAL






Segment Length 3.185 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,025 B 2013 54 B 7.17%Mile Post 15.875 - 19.060 Undiv. Undev. 8,400 14,300 311 850 44 2018 1,077 B 2018 56 B 7.53%Rdwy. ID 53650000 PH/PD (LOS C) PH/PD (LOS D) 342 1,200 63 2023 1,132 B 2023 59 B 7.92% 430 740

CR 164 CR 271 to Alabama Line

JACKSON COUNTY

2013 AADT ANALYSIS

CR 164/Lovewood Rd SR 77 to SR 273

CR 164 SR 273 to CR 169/Peanut Rd

CR 164/Blue Springs Rd SR 71 to Popular Springs Rd

CR 164/Blue Springs Rd Popular Springs Rd to SR 69

CR 164/Timberlane Rd







Segment Length 13.931 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,800 B 2013 146 B 19.58%Mile Post Undiv. Undev. 8,400 14,300 246 2,800 146 2018 3,017 B 2018 158 B 21.10%Rdwy. ID 53230000 PH/PD (LOS C) PH/PD (LOS D) 2023 3,251 B 2023 170 B 22.73% 430 740

Segment Length 4.181 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2500 B 2013 131 B 17.48%Mile Post 0.000 - 4.181 Undiv. Undev. 8,400 14,300 355 2,500 131 2018 2,539 B 2018 133 B 17.76%Rdwy. ID 53513000 PH/PD (LOS C) PH/PD (LOS D) 2023 2,579 B 2023 135 B 18.04% 430 740

JACKSON COUNTY

2013 AADT ANALYSIS

CR 164 A/Reddoch Rd SR 69 to CR 164/Blue Springs Rd

CR 164 B/Hummingbird Rd SR 71 to CR 165/Basswood Rd

CR 165 (Basswood Road) SR 71 to CR 164B/Hummingbird Rd

CR 165 CR 164B/Hummingbird Rd to SR 2

CR 167 (Fairview Rd) Calhoun Co. Line to CR 276/Kynesville Rd

CR 167 (Old US Road) Caverns Road to CR 162









JACKSON COUNTY

2013 AADT ANALYSIS

CR 167 (Old US Road) CR 162 to SR 2

CR 169/Peanut Rd US 231 to SR 273

CR169 SR 273 to SR 77/Brown St

CR 193/Sanders Ave/Browntown Rd SR 77 to SR 2

CR 193 (Smokey Rd) SR 273 to SR 2

CR 271 (River Rd) US 90 to CR 164









JACKSON COUNTY

2013 AADT ANALYSIS

CR 275 (Flamingo Rd) Calhoun Co. Line to CR 278

CR 169/Peanut Rd CR 278 /Birchwood Rd to US 90

CR 277 (Piano Rd) CR 162 to SR 77

CR 278/Peacock Bridge Rd SR 73 to SR 71

CR 276/Park Rd/Park Ave Washington Co. Line to US 231

CR 1656 (Gardenview Rd) East Alford Line to CR 167



Setment Length 4.746 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 600 B 2013 31 B 4.20%Mile Post 0.000 - 4.746 Undiv. Undev. 8,400 14,300 298 600 31 2018 631 B 2018 33 B 4.41%Rdwy. ID 53580000 PH/PD (LOS C) PH/PD (LOS D) 2023 663 B 2023 35 B 4.63% 430 740




Segment Length 2.808 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 1,000 B 2013 52 B 6.99%Mile Post 0.000 - 2.808 Undiv. Undev. 8,400 14,300 364 1,000 52 2018 990 B 2018 52 B 6.92%Rdwy. ID 53690000 PH/PD (LOS C) PH/PD (LOS D) 2023 980 B 2023 51 B 6.85% 430 740


JACKSON COUNTY

2013 AADT ANALYSIS

CR 280/Rocky Creek Rd SR 71 to CR 275/Church St

CR 286/Blueberry Dr Ocheesee Landing Rd to I-10

CR 286/Blueberry DR I-10 to US 90

CR 278/Alliance Rd SR 71 to CR 278/Birchwood Rd

CR 278/Birchwood Rd CR 275/Alliance Rd to SR 69

CR 280/Corbin Rd Washington Co. Line to US 231

Cities (State Roads) - Page 1


Segment Length 0.883 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 7,400 B 2013 387 B 18.18%Mile Post 8.950 - 9.833 Divid. Devel. 40,700 40,700 36 7,600 397 2018 7,777 B 2018 406 B 19.11%Rdwy. ID 53030000 PH/PD (LOS C) PH/PD (LOS C) 82 7,200 376 2023 8,174 B 2023 427 B 20.08% 2,120 2,120


US 231 - Strategic Intermodal System Facility N. Alford Line to S. Alford Line

2013

TOWN OF ALFORD

AADT ANALYSIS



Segment Length 1.847 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 1,900 C 2013 99 C 18.41%Mile Post 7.011 - 8.858 Undiv. Devel. 10,320 10,320 67 2,200 115 2018 1,997 C 2018 104 C 19.35%Rdwy. ID 53070000 L-No ^ PH/PD (LOS C) PH/PD (LOS C) 213 1,600 84 2023 2,099 C 2023 110 C 20.34% R-No 536 536

^ Maximum Volumes reduced by 20% due to no exclusive left turn lanes

Segment Length 1.352 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 2,100 C 2013 110 C 20.35%Mile Post 9.357 - 10.709 Undiv. Devel. 10,320 10,320 317 2,100 110 2018 2,207 C 2018 115 C 21.39%Rdwy. ID 53220000 L-No ^ PH/PD (LOS C) PH/PD (LOS C) 2023 2,320 C 2023 121 C 22.48% R-No 536 536


Segment Length 1.249 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 12,600 C 2013 658 C 43.00%Mile Post 14.421 - 15.670 L-Yes Devel. 29,300 29,300 68 12,600 658 2018 12,907 C 2018 674 C 44.05%Rdwy. ID 53050000 R-No PH/PD (LOS C) PH/PD (LOS C) 2023 13,222 C 2023 691 C 45.13% 1,530 1,530


SR 2 W Campbellton Line to E Campbellton Line

SR 273 S. Campbellton Line to US 231

US 231 - Strategic Intermodal System Facility S. Campbellton Line to N. Campbellton Line

AADT ANALYSIS

CITY OF CAMPBELLTON

2013



Segment Length 1.284 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 4,050 C 2013 212 C 29.90%Mile Post 4.236 - 5.520 Undiv. Devel. 13,545 13,545 77 3,500 183 2018 4,257 C 2018 222 C 31.43%Rdwy. ID 53010000 L-Yes PH/PD (LOS C) PH/PD (LOS C) 81 4,600 240 2023 4,474 C 2023 234 C 33.03% R-Yes ^ 704 704

^ Maximum Volumes increased by 5% due to exclusive right turn lanes

Segment Length 1.216 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 11,134 C 2013 582 C 38.00%Mile Post 15.860 - 17.076 Divid. Devel. 29,300 29,300 76 10,500 549 2018 11,702 C 2018 611 C 39.94%Rdwy. ID 53030000 L-Yes PH/PD (LOS C) PH/PD (LOS C) 110 10,900 570 2023 12,299 C 2023 643 C 41.98% R-No 1,530 1,530 127 12,000 627


US 231 - Strategic Intermodal System Facility S Cottondale Line to N Cottondale Line

US 90 W Cottondale Line to E Cottondale Line

CITY OF COTTONDALE

2013 AADT ANALYSIS



Segment Length 0.959 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 4,600 C 2013 240 C 44.57%Mile Post 0.000 - 0.959 Undiv. Devel. 10,320 11,360 1604 4,600 240 2018 4,835 C 2018 253 C 46.85%Rdwy. ID - 53070000 L-No ^ PH/PD (LOS C) PH/PD (LOS D) 2023 5,081 C 2023 265 C 49.24% R-No 536 592


Segment Length 1.148 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,500 C 2013 131 C 24.22%Mile Post 1.323 - 2.471 Undiv. Devel. 10,320 11,360 1601 2,500 131 2018 2,628 C 2018 137 C 25.46%Rdwy. ID 53070000 L-No ^ PH/PD (LOS C) PH/PD (LOS D) 2023 2,762 C 2023 144 C 26.76% R-No 536 592


Segment Length 1.146 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 6,150 C 2013 321 C 45.40%Mile Post 8.101 - 9.247 Undiv. Devel. 13,545 14,910 1602 7,500 392 2018 6,464 C 2018 338 C 47.72%Rdwy. ID 53060000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 1606 4,800 251 2023 6,793 C 2023 355 C 50.15% R-Yes ^ 704 777


Segment Length 1.485 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 3,849 B 2013 201 B 23.47%Mile Post 9.247 - 10.732 Undiv. Devel. 16,400 23,100 247 T 3,197 167 2018 4,045 B 2018 211 B 24.67%Rdwy. ID 53060000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 5021 4,500 235 2023 4,252 B 2023 222 B 25.92% R-No 850 1,200


SR 2 /White Ave W. Graceville Line to SR 77

SR 2 SR 77 to E. Graceville Line

SR 77 S. Graceville Line to SR 2 W.

SR 77 SR 2 W. to N. Graceville Line

CITY OF GRACEVILLE

2013 AADT ANALYSIS



Segment Length 3.228 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 2,300 C 2013 120 C 16.98%Mile Post 5.723 - 8.951 Undiv. Devel. 13,545 14,910 123 2,000 105 2018 2,417 C 2018 126 C 17.85%Rdwy. ID 53130000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 235 2,600 136 2023 2,541 C 2023 133 C 18.76% R-Yes ^ 704 777


Sebment Length 3.730 mi. 4 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 5,737 C 2013 300 C 18.65%Mile Post 11.517 - 15.247 Divid. Devel. 30,765 30,765 193 6,300 329 2018 6,029 C 2018 315 C 19.60%Rdwy. ID 53020000 L-Yes PH/PD (LOS C) PH/PD (LOS C) 9943 T 4,894 256 2023 6,337 C 2023 331 C 20.60% R-Yes ^ 1,607 1,607


AADT ANALYSIS

TOWN OF GRAND RIDGE

2013

SR 69 N. Grand Ridge Line to S. Grand Ridge Line

US 90 E. Grand Ridge Line to W. Grand Ridge Line



Segment Length 1.029 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 2,400 C 2013 125 C 23.26%Mile Post 23.040 - 24.069 Undiv. Devel. 10,320 10,320 155 2,400 125 2018 2,522 C 2018 132 C 24.44%Rdwy. ID 53130000 L-No ^ PH/PD (LOS C) PH/PD (LOS C) 2023 2,651 C 2023 139 C 25.69% R-No 536 536


Segment Length 2.017 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 5,200 C 2013 272 C 50.39%Mile Post 6.656 - 8.673 Undiv. Devel. 10,320 10,320 17 3,600 188 2018 5,317 C 2018 278 C 51.52%Rdwy. ID 53090000 L-No ^ PH/PD (LOS C) PH/PD (LOS C) 153 6,400 334 2023 5,437 C 2023 284 C 52.68% R-No 536 536 368 5,600 293


2013 AADT ANALYSIS

TOWN OF GREENWOOD

SR 69 E. Greenwood line to SR 71

SR 71 S. Greenwood Line to N. Greenwood Line



Segment Length 1.721 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 1,575 C 2013 82 C 15.26%Mile Post 22.249 - 23.970 Undiv. Devel. 10,320 10,320 210 1,550 81 2018 1,655 C 2018 86 C 16.04%Rdwy. ID 53070000 L-No^ PH/PD (LOS C) PH/PD (LOS C) 211 1,600 84 2023 1,740 C 2023 91 C 16.86% R-No 536 536 ^ Maximum Volumes reduced by 20% due to no exclusive left turn lanes

Segment Length 1.809 mi. 2 Signalized Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 2,800 C 2013 146 C 20.67%Mile Post 13.015 - 14.824 Divid. ^ Devel. 13,545 13,545 161 2,000 105 2018 2,943 C 2018 154 C 21.73%Rdwy. ID 53090000 L-Yes PH/PD (LOS C) PH/PD (LOS C) 165 3,600 188 2023 3,093 C 2023 162 C 22.83% R-No 704 704


TOWN OF MALONE

AADT ANALYSIS2013

SR 2 W. Malone Line to E. Malone line

SR 71 S. Malone Line to N. Malone Line



Segment Length 1.230 mi. 2 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 7,444 C 2013 368 C 49.23%Mile Post 14.889 - 16.119 Class I ≥40 5,000 15,120 17,010 1502 5,500 272 2018 7,784 C 2018 385 C 51.48%Rdwy. ID 53120000 Undiv. PH/PD (LOS C) PH/PD (LOS D) 5035 5,000 248 2023 8,139 C 2023 403 C 53.83% L & R-Yes^ 746 840 5037 11,800 584


Segment Length 0.601 mi. 2 Uninter. Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 4,100 B 2013 203 B 23.70%Mile Post 0.000 - 0.601 Undiv. 5,000 17,300 24,400 1508 4100 203 2018 4,309 B 2018 213 B 24.91%Rdwy. ID 53050000 PH/PD (LOS C) PH/PD (LOS D) 2023 4,529 B 2023 224 B 26.18% 850 1,200

Segment Length 1.173 mi. 2 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 8,650 C 2013 428 C 57.21%Mile Post 16.119 - 17.292 Class I ≥40 5,000 15,120 17,010 1503 8,400 416 2018 9,091 C 2018 450 C 60.13%Rdwy. ID 53120000 Undiv. PH/PD (LOS C) PH/PD (LOS D) 5039 8,700 431 2023 9,555 C 2023 473 C 63.19% L & R-Yes^ 746 840


Segment Length 0.634 mi. 2 Unint. Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 5,600 B 2013 277 B 30.83%Mile Post 6.555 - 7.189 Div ^ 5,000 18,165 25,620 366 5,600 277 2018 5,886 B 2018 291 B 32.40%Rdwy. ID 53110000 L-Yes PH/PD (LOS C) PH/PD (LOS D) 2023 6,186 B 2023 306 B 34.05% 893 1,260


Segment Length 2.761 mi. 2 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 8,633 C 2013 427 C 57.10%Mile Post 7.189 - 9.950 Class I ≥40 5,000 15,120 17,010 5077 11,500 569 2018 9,073 C 2018 449 C 60.01%Rdwy. ID 53110000 Undiv. PH/PD (LOS C) PH/PD (LOS D) 5079 7,000 347 2023 9,536 C 2023 472 C 63.07% L & R-Yes^ 746 840 1501 7,400 366


2013

SR 73 S. Marianna Line to US 90

SR 73 US 90 to NW Marianna Line

SR 166 US 90 to N. Marianna Line

SR 276 CR 167 to I-10

SR 276 I-10 to US 90

CITY OF MARIANNA

AADT ANALYSIS



Segment Length 0.929 mi. 2 Uninter. Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 6,100 B 2013 302 B 35.26%Mile Post 11.136 - 12.065 Undiv. 5,000 17,300 24,400 1506 6,100 302 2018 6,411 B 2018 317 B 37.06%Rdwy. ID 53010000 PH/PD (LOS C) PH/PD (LOS D) 2023 6,738 B 2023 334 B 38.95%

Segment Length 1.450 mi. 4 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 14,392 D 2013 732 D 145.37%Mile Post 12.065 - 13.515 Class II ≤35 5,000 9,900 28,800 117 T 14,976 762 2018 15,126 C 2018 769 D 152.79%Rdwy. ID 53010000 Divided PH/PD (LOS C) PH/PD (LOS D) 5045 16,600 844 2023 15,898 C 2023 808 D 160.58% L - Yes 500 1,460 5046 11,600 590


Segment Length 1.163 mi. 4 Signalized Over AADT (LOS C) AADT (LOS D) AADT PH/PD 2013 19,492 D 2013 991 D 187.51%Rdwy. ID 53010000^ Class II ≤35 5,000 10,395 30,240 117 T 14,976 762 2018 20,486 D 2018 1,042 D 197.08%Rdwy. ID 53020000^^ Divid. PH/PD (LOS C) PH/PD (LOS D) 1504 21,500 1,093 2023 21,531 D 2023 1,095 D 207.13% Mile Post L & R-Yes ^ 525 1,533 5042 22,000 1,119

^13.515 - 14.076 Russ St. to SR 73/SR 166/Jefferson St. ^ Maximum Volumes increased by 5% due to exclusive right turn lanes^^0.000 - 0.602 SR 73/SR/166/Jefferson St. to E Marianna City Limits T = Telemetered Station

CITY OF MARIANNA

2013 AADT ANALYSIS

US 90 W. Marianna Line to SR 73 N

US 90 SR 73 N to Russ St.

US 90 Russ St.to East Marianna Line



Segment Length 0.682 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 6,000 B 2013 297 B 36.59%Mile Post 18.094 - 18.776 Undiv. Devel. 16,400 16,400 1705 6,000 297 2018 6,306 B 2018 312 B 38.45%Rdwy. ID 53020000 PH/PD (LOS C) PH/PD (LOS C) 2023 6,628 B 2023 328 B 40.41% 850 850

Segment Length 0.583 mi. 4 Uninter. Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 6,000 B 2013 297 B 14.74%Mile Post 18.776 - 19.359 Divid. Devel. 40,700 40,700 1705 6,000 297 2018 6,306 B 2018 312 B 15.49%Rdwy ID 53020000 PH/PD (LOS C) PH/PD (LOS C) 2023 6,628 B 2023 328 B 16.28% 2,120 2,120

Segment Length 1.594 mi. 2 Uninter. Rural AADT (LOS C) AADT (LOS C) AADT PH/PD 2013 7,300 B 2013 361 B 44.51%Mile Post 19.359 - 20.953 Divid. Devel. 16,400 16,400 1701 7,300 361 2018 7,672 B 2018 380 B 46.78%Rdwy. ID 53020000 PH/PD (LOS C) PH/PD (LOS C) 2023 8,064 B 2023 399 B 49.17% 850 850

US 90 W. Sneads Line to Begin Four-lane

US 90 Four laned section

US 90 End Four lane to E. Sneads Line

2013 AADT ANALYSIS

TOWN OF SNEADS

Documents

JACKSON COUNTY - fdot.gov · los fdot std: local std fdot: ph/pd analysis % of max vol: section/beg & end mp lanes: class area: max vol max vol: stat. aadt: ph/pd year: aadt los: