TABLE 2 |
HIGHWAY LEVEL OF SERVICE DATA FOR ALACHUA COUNTY ROADS |
WITHIN THE GAINESVILLE METROPOLITAN AREA BOUNDARY |
Page 1 of 2 |
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FDOT Generalized Tables analysis
7/01; ART-PLAN update 7/01 |
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ASSIGNED |
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FROM SOUTH |
TO NORTH |
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NUMBER |
FDOT |
SIGNAL |
MEDIAN OR |
ADOPTED |
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F |
PERCENT |
AVAILABLE |
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H |
ROADWAY |
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OR WEST |
OR EAST |
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OF |
ROADWAY |
DENSITY / |
LEFT TURN |
LOS |
MAXIMUM SERVICE VOLUME |
OF |
SERVICE |
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LEVEL OF SERVICE |
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A |
B |
C |
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D |
E |
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G |
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NUMBER |
ROADWAY |
TERMINI |
TERMINI |
SPECIAL NOTE |
LANES |
CLASS |
LENGTH (MILES) |
ADJUSTMENT |
STD |
TABLE |
CALCULATED |
NEGOTIATED |
CAPACITY |
VOLUME |
AADT |
TABLE |
CALCULATED |
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I |
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URBANIZED ROADWAYS |
A-1 |
NW 53rd Ave. |
NW 52nd Terr. |
US 441/W 13th St. |
- |
2-U |
I Arterial |
0.8 / 3.2 |
- |
D |
15,770 |
- |
TCEA |
65% |
5,552 |
10,218 |
B |
- |
A-2 |
N 53rd Ave. |
US 441/W 13th St. |
SR 24/Waldo Rd. |
- |
2-U |
I Arterial |
0.3 / 4.0 |
- |
D |
15,770 |
- |
TCEA (part) |
74% |
4,141 |
11,629 |
C |
- |
A-3 |
NW 43rd St. |
SR 26/Newberry Rd. |
NW 53rd Ave. |
- |
4-D |
I Arterial |
1.8 / 3.3 |
- |
D |
33,250 |
20,000 |
TCEA (part) |
88% |
2,350 |
17,650 |
C |
D |
A-6 |
NW 43rd St. |
NW 53rd Ave. |
US 441 |
- |
2-U |
I Arterial |
0.2 / 3.1 |
- |
D |
15,770 |
- |
TCEA (part) |
66% |
5,406 |
10,364 |
C |
- |
A-9 |
NW 23rd Ave. |
NW 98th St. |
NW 55th St. |
- |
2-U |
I Arterial |
1.0 / 2.8 |
- |
D |
15,770 |
20,700 |
- |
90% |
6,542 |
14,158 |
C |
B |
A-10 |
NW 23rd Ave. |
NW 55th St. |
NW 43rd St. |
- |
4-D |
II Arterial |
2.5 / 0.8 |
- |
D |
30,875 |
- |
- |
72% |
8,495 |
22,380 |
D |
- |
A-11 |
NW 16th Ave. |
NW 43rd St. |
US 441/W 13th St. |
- |
4-D |
I Arterial |
1.6 / 3.1 |
- |
D |
33,250 |
- |
TCEA |
69% |
10,301 |
22,949 |
C |
- |
A-12 |
N 16th Ave. |
US 441/W. 13th St. |
SR 24/Waldo Road |
- |
2-U |
II Arterial |
2.1 / 2.4 |
+5% |
D |
14,865 |
- |
TCEA |
84% |
2,354 |
12,511 |
D |
- |
A-13 |
SW 75th St/Tower Rd. |
SR 25/Archer Road |
SW 8th Ave. |
- |
2-U |
I Arterial |
0.9 / 3.7 |
- |
D |
15,770 |
17,400 |
- |
92% |
1,340 |
16,060 |
F |
C |
A-14 |
NW 75th St/Tower Rd. |
SW 8th Ave. |
SR 26/Newberry Rd. |
- |
4-D |
II Arterial |
3.8 / 0.4 |
- |
D |
30,875 |
- |
- |
73% |
8,425 |
22,450 |
D |
- |
A-15 |
SW 20th Ave. |
SW 75th St/Tower Rd |
SW 62nd Blvd. |
Multimodal Corridor |
2-U |
I Arterial |
0.6 / 1.7 |
- |
D |
15,770 |
- |
- |
85% |
2,365 |
13,405 |
C |
- |
A-16 |
SW 20th Ave. |
SW 62nd Blvd. |
SR 121/W 34th St. |
Multimodal Corridor
/ |
2-U |
I Arterial |
1.6 / 1.7 |
- |
M |
15,770 |
26,500 |
22,056 |
92% |
2,200 |
24,300 |
F |
C |
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Backlogged |
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TCEA (part) |
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A-17 |
N Main St. |
NW 8th Ave. |
NW 23rd Ave. |
- |
4-U |
II Arterial |
2.7 / 1.0 |
-25% |
D |
23,155 |
- |
TCEA |
78% |
5,142 |
18,013 |
D |
- |
A-18 |
N Main St. |
NW 23rd Ave. |
SR 222/N 39th Ave. |
- |
4-D |
I Arterial |
1.0 / 2.9 |
- |
D |
33,250 |
- |
TCEA |
50% |
16,777 |
16,473 |
B |
- |
A-19 |
NW 39th Ave. |
NW 110th St. |
NW 98th St. |
- |
2-U |
II Arterial |
2.4 / 0.5 |
-20% |
D |
11,325 |
15,900 |
- |
66% |
5,442 |
10,458 |
D |
B |
A-47 |
S Main St. |
Williston Rd. |
University Ave. |
- |
4-D |
II Arterial |
2.9 /2.4 |
- |
D |
30,875 |
- |
TCEA |
57% |
13,275 |
17,600 |
C |
- |
A-20 |
SW 24th Ave |
SW 91st St. |
SW 75th St./Tower Rd. |
- |
2-U |
Major County Roadway |
- / 0.9 |
- |
D |
14,600 |
- |
- |
56% |
6,436 |
8,164 |
C |
- |
A-21 |
NW 51st St. |
NW 23rd Ave. |
SR 222/NW 39th Ave. |
- |
2-U |
Major County Roadway |
- / 1.0 |
- |
D |
14,600 |
- |
- |
69% |
4,471 |
10,129 |
D |
- |
A-22 |
NW 98th St. |
SR 26/Newberry Rd. |
CR 222/NW 39th Ave. |
- |
2-U |
Major County Roadway |
- / 2.0 |
- |
D |
14,600 |
- |
- |
46% |
7,847 |
6,753 |
C |
- |
A-23 |
NW 83rd St. |
NW 23rd Ave. |
SR 222/NW 39th Ave. |
- |
2-U |
Major County Roadway |
- / 0.9 |
- |
D |
14,600 |
- |
- |
85% |
2,176 |
12,424 |
D |
- |
A-24 |
W 91st St. |
SW 24th Ave. |
SR 26/Newberry Rd. |
- |
2-U |
Major County Roadway |
- / 2.0 |
- |
D |
14,600 |
- |
- |
44% |
8,218 |
6,382 |
C |
- |
A-26 |
SW 8th Ave. |
SW 91st St. |
SW 75th St./Tower Rd. |
- |
2-U |
Major County Roadway |
- / 0.9 |
- |
D |
14,600 |
- |
- |
22% |
11,348 |
3,252 |
C |
- |
A-28 |
Rocky Pt. Rd. |
SR 331/Williston Rd. |
US 441/SW 13th St. |
- |
2-U |
Major County Roadway |
- / 2.2 |
- |
D |
14,600 |
- |
- |
22% |
11,320 |
3,280 |
C |
- |
A-29 |
Kincaid Loop |
SR 20/Hawthorne Rd. |
SR 20/Hawthorne Rd. |
- |
2-U |
Major County Roadway |
- / 5.0 |
- |
D |
14,600 |
- |
TCEA (part) |
32% |
9,946 |
4,654 |
C |
- |
A-30 |
SW 40th Blvd./ |
SR 24/Archer Rd. |
SW 20th Ave. |
- |
2-D |
Major County Roadway |
- / 1.2 |
+5% |
D |
15,330 |
- |
- |
85% |
2,245 |
13,085 |
D |
- |
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SW 42nd/43rd St. |
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A-45 |
Ft. Clarke Blvd. |
SR 26/Newberry Rd. |
NW 23rd Avenue |
- |
2-U |
Major County Roadway |
- / 1.3 |
- |
D |
14,600 |
- |
- |
70% |
4,422 |
10,178 |
D |
- |
A-31 |
Monteocha Road |
NE 53rd Ave. |
NE 77th Ave. |
- |
3-U |
Other Signalized Roadway |
- / 1.5 |
- |
D |
17,530 |
- |
- |
17% |
14,589 |
2,941 |
C |
- |
A-43 |
NE 77th Ave./CR 225A |
NE 38th St. |
SR 24 / Waldo Rd. |
- |
2-U |
Other Signalized Roadway |
- / 1.2 |
- |
D |
10,900 |
- |
- |
7% |
10,091 |
809 |
C |
- |
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Roadway sections in shaded rows are
also ART-PLAN analyzed. |
Roadway sections in
italic text are ART-PLAN 3.1 analyzed. |
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TABLE 2 - Continued |
HIGHWAY LEVEL OF SERVICE DATA FOR ALACHUA COUNTY ROADS |
WITHIN THE GAINESVILLE METROPOLITAN AREA BOUNDARY |
Page 2 of 2 |
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FDOT Generalized Tables analysis
7/01; ART-PLAN update 7/01 |
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ASSIGNED |
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FROM SOUTH |
TO NORTH |
|
NUMBER |
FDOT |
SIGNAL |
MEDIAN OR |
ADOPTED |
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|
F |
PERCENT |
AVAILABLE |
|
|
H |
ROADWAY |
|
OR WEST |
OR EAST |
|
OF |
ROADWAY |
DENSITY / |
LEFT TURN |
LOS |
MAXIMUM SERVICE VOLUME |
OF |
SERVICE |
|
LEVEL OF SERVICE |
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A |
B |
C |
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D |
E |
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G |
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NUMBER |
ROADWAY |
TERMINI |
TERMINI |
SPECIAL NOTE |
LANES |
CLASS |
LENGTH (MILES) |
ADJUSTMENT |
STD |
TABLE |
CALCULATED |
NEGOTIATED |
CAPACITY |
VOLUME |
AADT |
TABLE |
CALCULATED |
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J |
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TRANSITIONING ROADWAYS |
A-32 |
W 143rd St./CR 241 |
SR 26/Newberry Road |
GMA Boundary |
- |
2-U |
I Arterial |
- / 3.2 |
- |
D |
14,820 |
- |
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35% |
9,614 |
5,206 |
B |
- |
A-37 |
NW 39th Ave. |
CR 241 |
NW 110th Tr. |
- |
2-U |
I Arterial |
- / 1.9 |
- |
D |
14,820 |
11,100 |
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44% |
8,261 |
6,559 |
B |
C |
A-33 |
SW 24th Ave |
SW 122nd St./Parker Rd. |
SW 91st St. |
- |
2-U |
Major County Roadway |
- / 1.8 |
- |
D |
13,500 |
- |
|
25% |
10,145 |
3,355 |
C |
- |
A-34 |
NW 53rd Ave. |
NW 98th St. |
NW 52nd Terr. |
- |
2-U |
Major County Roadway |
- / 3.2 |
- |
D |
13,500 |
- |
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48% |
6,995 |
6,505 |
C |
- |
A-35 |
SW 122nd St./Parker
Rd. |
GMA Boundary |
SR 26/Newberry Rd. |
- |
2-U |
Major County Roadway |
- / 2.3 |
- |
D |
13,500 |
- |
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38% |
8,370 |
5,130 |
C |
- |
A-36 |
SW 8th Ave. |
SW 122nd St./Parker Rd. |
SW 91st St. |
- |
2-U |
Major County Roadway |
- / 1.9 |
- |
D |
13,500 |
- |
|
24% |
10,248 |
3,252 |
C |
- |
A-38 |
SE 43rd St. |
SR 20/Hawthorne Rd. |
SR 26/E. University
Ave. |
- |
2-U |
Major County Roadway |
- / 1.1 |
- |
D |
13,500 |
- |
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23% |
10,451 |
3,049 |
C |
- |
A-39 |
SW 91st St. |
Archer Road |
SW 44th Ave. |
- |
2-D |
Major County Roadway |
- / 1.6 |
+5% |
D |
15,330 |
- |
|
24% |
11,628 |
3,702 |
C |
- |
A-40 |
SW 46th Blvd. |
SW 104th Tr. |
Tower Road |
- |
2-D |
Other Signalized Roadway |
- / 2.1 |
+5% |
D |
11,445 |
- |
|
72% |
3,260 |
8,185 |
D |
- |
A-41 |
SW 62nd Ave./ |
SR 121 |
SR 24/Archer Road |
- |
2-U |
Other Signalized Roadway |
- / 1.9 |
- |
D |
10,200 |
- |
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31% |
6,990 |
3,210 |
C |
- |
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SW 63rd Blvd. |
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A-42 |
CR 329B/Lakeshore Dr. |
SR 20/Hawthorne Rd. |
SR 26/E. University Ave. |
- |
2-U |
Other Signalized Roadway |
- / 3.7 |
- |
D |
10,200 |
- |
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12% |
8,975 |
1,225 |
C |
- |
A-44 |
SW 75th St. |
GMA Boundary |
SR 24/Archer Road |
- |
2-U |
Other Signalized
Roadway |
- / 0.4 |
- |
D |
10,200 |
- |
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26% |
7,576 |
2,624 |
C |
- |
A-46 |
NW 32nd Ave. |
GMA Boundary |
CR 241/NW 143rd St. |
- |
2-U |
Other Signalized
Roadway |
- / 0.8 |
- |
D |
10,200 |
- |
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28% |
7,308 |
2,892 |
C |
- |
SOURCE: North Central Florida Regional Planning Council |
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me\p\los\los01\00kdatag.wk4 |
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ARTERIAL -
Analyzed Using State-Road Service Volumes Minus 5 percent |
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MAJOR -
Analysed as a Major City/County Roadway |
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OTHER -
Analysed as an Other City/County Roadway |
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Roadway sections in shaded rows are
also ART-PLAN analyzed. |
Roadway sections in
italic text are ART-PLAN 3.1 analyzed. |
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NOTE:
Roadway Sections A-39 and A-40 retain Transitioning Area LOS standards, but
are analyzed by Urbanized Area Generalized Tables. |
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