| xxx |
| |
CLAY
COUNTY ROADWAY SYSTEM OPERATING CONDITIONS |
| |
As
of 10/17/01--10:08 A.M. |
| |
|
|
Link
No.
|
Roadway
|
Segment
|
Adopted
MSV
|
Used
Cap.
|
Improv.
Cap.
|
Pending
Cap.
|
Reserved
Cap.
|
Available
Cap.
|
Vol.
to Cap.
|
Status
|
|
1
|
US
17 |
Dr.
Inlet Bridge to CR 220 |
4,890
|
3,710
|
0
|
0
|
422
|
758
|
84%
|
OK |
|
2
|
US
17 |
CR
220 to Water Oak Lane |
4,890
|
2,613
|
0
|
0
|
146
|
2,131
|
56%
|
OK |
|
3
|
US
17 |
Water
Oak Lane to CR 209 |
3,260
|
2,348
|
0
|
0
|
144
|
768
|
76%
|
OK |
|
4
|
US
17 |
CR
209 to Green Cove Springs |
5,010
|
2,187
|
0
|
0
|
263
|
2,560
|
49%
|
OK |
|
5
|
US
17 |
SR
16 to Putnam County |
5,100
|
971
|
0
|
0
|
4
|
4,125
|
19%
|
OK |
|
6
|
US
17 |
Doctors
Inlet Bridge |
5,688
|
3,710
|
0
|
0
|
103
|
1,875
|
67%
|
OK |
|
7
|
US
301 |
Duval
County to CR 218 |
4,440
|
1,656
|
0
|
0
|
0
|
2,784
|
37%
|
OK |
|
8
|
US
301 |
CR
218 to Bradford County |
3,150
|
1,259
|
0
|
0
|
0
|
1,891
|
40%
|
OK |
|
9
|
SR
21 |
Duval
County to Wells Rd. |
6,949
|
6,257
|
0
|
0
|
79
|
613
|
91%
|
Critical |
|
10
|
SR
21 |
Wells
Rd. to Kingsley Ave. |
6,949
|
5,058
|
0
|
0
|
110
|
1,781
|
74%
|
OK |
|
11
|
SR
21 |
Kingsley
Ave. to Suzanne Ave. |
6,478
|
5,897
|
0
|
0
|
61
|
520
|
92%
|
Critical |
|
12
|
SR
21 |
Suzanne
Ave. to College Dr. |
6,100
|
4,552
|
0
|
0
|
1,264
|
284
|
95%
|
Critical |
|
13
|
SR
21 |
College
Dr. to Knight Boxx Rd. |
7,082
|
3,453
|
0
|
0
|
1,070
|
2,559
|
64%
|
OK |
|
14
|
SR
21 |
Knight
Boxx Rd. to CR 220 |
3,696
|
2,354
|
0
|
0
|
1,314
|
28
|
99%
|
Critical |
|
15
|
SR
21 |
CR
220 to CR 218 |
3,260
|
2,689
|
0
|
0
|
388
|
183
|
94%
|
Critical |
|
16
|
SR
21 |
CR
218 to CR 215 |
3,260
|
1,528
|
0
|
0
|
216
|
1,516
|
53%
|
OK |
|
17
|
SR
21 |
CR
215 to SR 16 |
1,300
|
365
|
0
|
0
|
0
|
935
|
28%
|
OK |
|
18
|
SR
21 |
SR
16 to CR 315 |
1,300
|
532
|
0
|
0
|
0
|
768
|
41%
|
OK |
|
19
|
SR
21 |
CR
315 to Bradford County |
1,300
|
347
|
0
|
0
|
0
|
953
|
27%
|
OK |
|
20
|
Kingsley
Ave. |
SR
21 to Orange Park |
3,190
|
2,402
|
0
|
0
|
21
|
767
|
76%
|
OK |
|
21
|
SR
16 |
Green
Cove Springs to Penney Farms |
1,360
|
878
|
0
|
0
|
0
|
482
|
65%
|
OK |
|
22
|
SR
16 |
Penney
Farms to SR 21 |
1,300
|
424
|
0
|
0
|
0
|
876
|
33%
|
OK |
|
23
|
SR
16 |
SR
21 to CR 215 |
5,100
|
254
|
0
|
0
|
4
|
4,842
|
5%
|
OK |
|
24
|
SR
16 |
CR
215 to End of 4 lane |
5,100
|
561
|
0
|
0
|
0
|
4,539
|
11%
|
OK |
|
25
|
SR
16 |
End
of 4 lane to SR 230 |
1,300
|
542
|
0
|
0
|
0
|
758
|
42%
|
OK |
|
26
|
SR
16 |
SR
230 to Bradford County |
1,300
|
400
|
0
|
0
|
0
|
900
|
31%
|
OK |
|
27
|
SR
16 |
Shands
Bridge |
1,410
|
1,107
|
0
|
0
|
0
|
303
|
79%
|
OK |
|
28
|
SR
100 |
Bradford
Co. to CR 214 |
1,580
|
926
|
0
|
0
|
10
|
644
|
59%
|
OK |
|
29
|
SR
100 |
CR
214 to Putnam County |
1,300
|
464
|
0
|
0
|
0
|
836
|
36%
|
OK |
|
30
|
SR
230 |
Bradford
County to SR 16 |
1,300
|
269
|
0
|
0
|
0
|
1,031
|
21%
|
OK |
|
31
|
Wells
Rd. |
SR
21 to Orange Park |
3,190
|
2,173
|
0
|
0
|
216
|
801
|
75%
|
OK |
|
32
|
CR
220 |
US
17 to W. Lake Shore Dr. |
3,260
|
1,907
|
0
|
0
|
367
|
986
|
70%
|
OK |
|
33
|
CR
220 |
W.
Lake Shore Dr. to Swim. Pen Creek
Bridge |
3,260
|
2,242
|
0
|
0
|
263
|
755
|
77%
|
OK |
|
34
|
CR
220 |
Swim.
Pen Creek Bridge to College Dr. |
3,260
|
2,120
|
0
|
0
|
385
|
755
|
77%
|
OK |
|
35
|
CR
220 |
College
Dr. to Knight Boxx Rd. |
1,850
|
1,205
|
0
|
0
|
426
|
219
|
88%
|
OK |
|
36
|
CR
220 |
Knight
Boxx Rd. to CR 209 |
2,351
|
1,879
|
0
|
0
|
486
|
(14) |
101%
|
Deficient |
|
37
|
CR
220 |
CR
209 to SR 21 |
1,550
|
727
|
0
|
0
|
441
|
382
|
75%
|
OK |
|
38
|
CR
218 |
SR
16 to CR 739 |
1,300
|
317
|
0
|
0
|
149
|
834
|
36%
|
OK |
|
39
|
CR
218 |
CR
739 to Thunder Rd. |
1,550
|
499
|
0
|
0
|
303
|
748
|
52%
|
OK |
|
40
|
CR
218 |
Thunder
Rd. to SR 21 |
1,550
|
641
|
0
|
0
|
347
|
562
|
64%
|
OK |
|
41
|
CR
218 |
SR
21 to S. Mimosa Ave. |
1,550
|
1,189
|
0
|
0
|
165
|
196
|
87%
|
OK |
|
42
|
CR
218 |
S.
Mimosa Ave. to US 301 |
1,550
|
986
|
0
|
0
|
78
|
486
|
69%
|
OK |
|
43
|
CR
739 |
CR
209 to CR 739B |
1,090
|
595
|
0
|
3
|
483
|
9
|
99%
|
Critical |
|
44
|
CR
739 |
CR
739B to CR 218 |
1,090
|
352
|
0
|
0
|
468
|
270
|
75%
|
OK |
|
45
|
CR
209 |
CR
220 to CR 739 |
1,550
|
1,010
|
0
|
0
|
470
|
70
|
95%
|
Critical |
|
46
|
CR
209 |
CR
739 to CR 739B |
1,550
|
337
|
0
|
0
|
35
|
1,178
|
24%
|
OK |
|
47
|
CR
209 |
CR
739B to US 17 |
1,550
|
479
|
0
|
0
|
75
|
996
|
36%
|
OK |
|
48
|
Knight
Boxx Rd. |
SR
21 to CR 220 |
2,310
|
1,180
|
0
|
0
|
312
|
818
|
65%
|
OK |
|
49
|
College
Dr. |
SR
21 to CR 220A |
3,260
|
2,018
|
0
|
0
|
757
|
485
|
85%
|
OK |
|
50
|
College
Dr. |
CR
220A to CR 220 |
3,260
|
1,480
|
0
|
0
|
307
|
1,473
|
55%
|
OK |
|
51
|
Peoria
Rd. |
College
Dr. to Moody Rd. |
1,090
|
1,146
|
0
|
0
|
117
|
(173) |
116%
|
Deficient |
|
52
|
Peoria
Rd. |
Moody
Rd. to Doctors Lake Dr. |
1,090
|
512
|
0
|
0
|
75
|
503
|
54%
|
OK |
|
53
|
Moody
Rd. |
Doctors
Lake Dr. to Suzanne Ave. |
1,090
|
770
|
0
|
0
|
0
|
320
|
71%
|
OK |
|
54
|
Moody
Rd. |
Suzanne
Ave. to Peoria Rd. |
1,090
|
649
|
0
|
0
|
74
|
367
|
66%
|
OK |
|
55
|
Doctors
Lake Dr. |
Orange
Park to Greenridge Rd. |
1,231
|
974
|
0
|
0
|
0
|
257
|
| |
