Florida 2006 Five Percent Report

This report is in response to the Federal requirement that each state describe at least 5 percent of its locations currently exhibiting the most severe highway safety needs, in accordance with Sections 148(c)(1)(D) and 148(g)(3)(A), of Title 23, United States Code. Each state’s report is to include potential remedies to the hazardous locations identified; estimated costs of the remedies; and impediments to implementation of the remedies other than costs. The reports included on this Web site represent a variety of methods utilized and various degrees of road coverage. Therefore, this report cannot be compared with the other reports included on this Web site.

Protection from Discovery and Admission into Evidence—Under 23 U.S.C. 148(g)(4) information collected or compiled for any purpose directly relating to this report shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location identified or addressed in the reports.

Additional information, including the specific legislative requirements, can be found in the guidance provided by the Federal Highway Administration,
http://safety.fhwa.dot.gov/safetealu/fiveguidance.htm.

HIGHWAY SAFETY IMPROVEMENT PROGRAM
AUGUST 2006
Florida Department of Transportation
Safety Office

5 % REPORT

METHODOLOGY USED, EXTENT OF COVERAGE, AND YEARS ANALYZED

The Florida Department of Transportation does not currently have the facilities to locate and analyze crashes that happen on the road systems maintained by local agencies such as counties, cities, or private developments. The process for identifying this 5% hazardous locations list is limited to the approximately 12,500 miles of state maintained roadways which account for the location of more than 50 % of the traffic fatalities, injuries, and crashes. The remaining crashes are dispersed over the approximately 100,000 miles of local roadways and are not reflected currently in the 5% report listings.

The Department routinely identifies high crash locations for roadway segments and intersections on the state maintained highway system using the Poisson's Rate Quality Control Formula. Locations included for consideration have a minimum of 8 long form reportable crashes for the years 2003 through 2005 and are:

1) Rural, outside the city and outside the urban boundaries, and pass the Poisson's test for 95% confidence that the location has an abnormally high frequency of crashes for like facilities.

2) Urban by design with curb and gutter on the outside shoulder and pass the Poisson's test for 99.95% confidence.

3) Suburban characteristics, no curb and gutter but are within the confines of an urban area or city limit and pass the Poisson's test for 99% confidence.

These High Crash Location lists identified 4,450 high crash segments and 6,800 high crash intersections for the noted analysis period of 2003-2005.

Since the Department is decentralized and each District receives its own HSIP funding allocation, the 5% list was identified by using each individual District separately instead of from a global statewide perspective. The number of locations per District represents either 5% of their combined high crash intersection/segment list or a percentage of locations equal to their proportionate share of the Highway Safety Improvement Program funding they receive, whichever was larger. The locations were then sorted by the highest number of fatalities plus injuries and the appropriate number of locations was selected from each District. Since some of the identified intersections were contained within a high crash segment, all duplicate locations were eliminated from the final lists. For the 5% list on the State Highway System see Table 11.

REMEDIES, COSTS, AND IMPEDIMENTS

Some of the listed locations are reflected with their associated costs in the proposed or recently completed projects tables identified earlier in this report. Remaining locations are being reviewed by the Department's District Safety offices for potential project development through the normal Highway Safety Improvement Program process.

Impediments to implementing projects include right of way availability in dense urban areas, excessive traffic volumes, and the Department's limited authority in directing safety programs external to the Department, such as enforcement, educational, and emergency services activities.

SCHEDULE TO UPDATE TO FULL ROADWAY SYSTEM COVERAGE

The Department has procured an all roads Geographic Information System (GIS) base map and is investigating how to conflate the Department's linear referencing system onto this tool along with developing a linear referencing system for the local road network. ESRI ^® and other software developers have recently developed GIS modules to place point features onto the GIS latitude and longitude coordinate system using street names and offsets from intersecting streets. With the association of a linear referencing system to all roadway line segments both the intersection and segment types of analysis can be expanded to the local road systems. To this end we have applied for a Section 408 Traffic Records grant which may be approved in the near future.

STATE CONTACT PERSON

For further information on this please contact Patrick A. Brady, P. E., Transportation Safety Engineer, Patrick.Brady@dot.state.fl.us.

NOTE: Although the following charts in Table 11 show segments and intersections separately (due to different characteristics being displayed), the overall listing represents the top 5% of combined high crash segments and high crash intersections on the State Highway System. The 5% Report charts were obtained by taking the high crash segments and the high crash intersections on the State Highway System, merging them together, removing duplicate locations and taking the resulting top 5% per District.

**Table 11 5 % Report for State Highway System Segments - Listed by FDOT District**
District Rank by # injured	Co-sec-sub	BMP	EMP	SR #	Length	CRC	Number of Crashes	ADT	Actual Rate	Average Rate	Confidence level	Fatalities	Injuries	PDOs
District 1
1	12010000	21.045	22.545	SR 45	1.5	U-6DP	478	50,403	5.773	3.431	99.99	6	354	244
12	13130000	1.765	2.377	SR 55	0.612	U-6DR	296	62,173	7.104	3.325	99.99	3	167	190
13	16100000	3.349	3.928	SR 546	0.579	U-6DR	134	36,234	7.4	3.325	99.99	1	168	37
16	16210000	5.875	6.875	SR 35	1	S-4DR	188	33,250	5.163	1.443	99.99	2	153	91
19	16320000	28.44	29.84	SR 400	1.4	R-INT	180	72,131	1.627	0.362	99.99	0	143	97
20	13040000	7.2	7.655	SR 684	0.455	U-6DR	118	53,495	4.502	3.325	99.95	1	141	32
23	12020000	2.911	3.711	SR 80	0.8	U-4DP	197	29,666	7.58	3.777	99.99	1	135	110
24	16250000	21.804	22.504	SR 37	0.7	S-4DR	162	34,610	6.106	1.443	99.99	0	136	83
25	16100000	3.928	4.528	SR 546	0.6	U-4DR	134	40,996	4.974	2.672	99.99	1	132	42
29	13010000	4.137	4.537	SR 45	0.4	U-6DP	139	56,216	5.645	3.431	99.99	3	122	58
30	12010000	16.984	17.484	SR 45	0.5	S-6DR	138	59,183	4.258	2.126	99.99	4	119	53
33	13130000	3.442	3.899	SR 55	0.457	S-4DR	89	57,996	3.066	1.443	99.99	0	117	35
36	16210000	5.513	5.875	SR 35	0.362	U-4DR	131	35,997	9.32	2.672	99.99	0	111	68
37	13040000	7.655	8.055	SR 684	0.4	U-4DR	147	48,232	6.958	2.672	99.99	0	109	71
38	16180000	15.679	16.779	SR 25	1.1	S-4DR	162	41,475	3.242	1.443	99.99	2	106	101
39	16140000	0	0.8	SR 544	0.8	U-6DR	141	26,500	6.073	3.325	99.99	1	105	77
42	17020000	16.566	16.966	SR 45	0.4	U-6DP	143	63,000	5.182	3.431	99.99	3	102	73
44	17020000	15.266	15.566	SR 45	0.3	U-6DP	112	57,398	5.939	3.431	99.99	0	104	47
46	13162000	0	0.102	SR 70	0.102	U-4DP	113	33,498	30.202	3.777	99.99	3	99	46
48	1010000	21.384	22.084	SR 45	0.7	S-6DR	111	38,952	3.717	2.126	99.99	3	99	48
51	16250000	23.204	23.857	SR 37	0.653	S-4DR	116	41,451	3.913	1.443	99.99	0	101	59
55	1010000	19.484	19.884	SR 45	0.4	S-6DR	90	59,353	3.461	2.126	99.99	0	99	34
56	1010000	20.884	21.284	SR 45	0.4	S-6DR	109	54,973	4.526	2.126	99.99	2	96	43
57	16320000	5.9	6.8	SR 400	0.9	U-INT	150	65,995	2.306	0.754	99.99	3	94	97
59	13010000	6.31	6.81	SR 45	0.5	U-4UN	137	26,500	9.442	5.422	99.99	1	94	71
61	12010000	22.945	23.459	SR 45	0.514	U-6DP	160	46,091	6.206	3.431	99.99	1	93	95
63	17008000	1.9	2.3	SR 758	0.4	U-6DP	100	47,891	4.767	3.431	99.95	1	93	36
65	13130000	0.62	1.02	SR 55	0.4	U-6DP	97	39,833	5.559	3.431	99.99	1	92	35
66	16180000	23.679	24.379	SR 25	0.7	S-4DR	144	33,974	5.529	1.443	99.99	0	92	86
67	12005000	1.733	2.033	SR 884	0.3	S-6DR	146	61,164	7.266	2.126	99.99	0	90	86
District 2
3	26070000	14.294	15.8	SR 26	1.506	U-6DR	696	50,400	8.374	3.325	99.99	1	337	441
5	26090000	12.484	13.884	SR 24	1.4	U-6DR	500	43,198	7.55	3.325	99.99	0	296	287
7	72170000	0	1.022	SR 21	1.022	S-6DR	376	59,979	5.601	2.126	99.99	1	250	202
9	26250000	1.533	2.433	SR 121	0.9	U-6DR	416	45,283	9.321	3.325	99.99	0	221	264
10	26010000	13.656	14.556	SR 24	0.9	U-4DP	343	40,073	8.685	3.777	99.99	0	221	197
14	72270000	21	21.667	SR 8	0.667	U-INT	194	134,966	1.968	0.754	99.99	0	169	102
16	72050000	8.147	8.851	SR 228	0.704	U1WAY	196	11,297	22.506	7.074	99.99	0	166	99
20	72050443	0	0.939	SR 5	0.939	U1WAY	200	12,402	15.683	7.074	99.99	1	144	105
21	72001000	9.3	10	SR 9A	0.7	U-INT	132	99,558	1.729	0.754	99.99	2	143	50
22	72001000	11	11.7	SR 9A	0.7	U-INT	122	89,662	1.775	0.754	99.99	1	139	50
25	72190000	11.928	12.328	SR 212	0.4	S-4DR	145	40,929	8.088	1.443	99.99	0	130	53
27	72090000	2.2	3.1	SR 15	0.9	U-OLA	120	38,747	3.142	1.206	99.99	1	126	53
28	72020000	5.1	5.5	SR 9	0.4	U-INT	90	128,003	1.605	0.754	99.99	2	120	39
29	72100000	18.765	19.665	SR A1A	0.9	U-4DR	300	43,729	6.961	2.672	99.99	1	120	217
31	72190000	6.669	6.823	SR 212	0.154	S-6DR	142	56,997	14.774	2.126	99.99	3	117	67
32	72070000	13.873	14.273	SR 5	0.4	S-4DR	150	27,551	12.43	1.443	99.99	2	116	72
36	72040000	6.2	7	SR 115	0.8	U-OLA	136	55,289	2.807	1.206	99.99	0	115	52
37	26070000	19.387	20.017	SR 26	0.63	U-4DP	212	29,885	10.282	3.777	99.99	0	114	134
38	72020000	4.4	4.8	SR 9	0.4	U-INT	86	125,618	1.563	0.754	99.99	2	112	39
39	72040000	15.651	15.968	SR 10A	0.317	U1WAY	160	32,332	14.256	7.074	99.99	0	113	87
42	72100000	9.933	10.333	SR 10	0.4	U-6DR	137	62,088	5.037	3.325	99.99	0	112	67
43	71070000	14.156	14.498	SR 21	0.342	U-6DR	170	76,188	5.958	3.325	99.99	2	109	99
45	78010000	15.02	15.62	SR 5	0.6	S-4DR	141	43,195	4.968	1.443	99.99	1	110	66
47	78050000	16.072	16.789	SR 207	0.717	U-4DR	80	15,514	6.567	2.672	99.99	0	111	23
48	72190000	13.753	14.765	SR 212	1.012	U-4DP	252	29,512	7.95	3.777	99.99	2	108	175
49	72040000	9.4	9.8	SR 115	0.4	U-OLA	143	46,008	7.096	1.206	99.99	0	108	75
51	72040000	2.6	3.2	SR 115	0.6	U-OLA	144	55,559	3.944	1.206	99.99	2	105	63
52	72020000	9	9.4	SR 9	0.4	U-INT	56	92,466	1.382	0.754	99.99	6	97	28
56	72100000	6.526	6.826	SR 10	0.3	U-6DP	109	60,998	5.439	3.431	99.99	0	102	36
District 3
2	55060000	7.661	8.455	SR 10	0.794	U-6DP	468	42,545	12.651	3.431	99.99	0	287	274
3	55060000	6.202	7.102	SR 10	0.9	U-6DR	400	60,887	6.666	3.325	99.99	0	217	248
4	55010000	7.111	7.989	SR 63	0.878	S-4DR	297	43,214	7.148	1.443	99.99	0	210	166
6	48012000	0	0.4	SR 296	0.4	U-4DP	169	30,666	12.581	3.777	99.99	2	187	61
7	48040000	7.407	8.407	SR 95	1	S-4DR	178	42,833	3.795	1.443	99.99	0	176	71
8	48010000	11.137	11.637	SR 10	0.5	S-4DR	147	40,438	6.639	1.443	99.99	1	175	49
10	58030000	7.493	8.293	SR 30	0.8	S-4DR	151	37,044	4.653	1.443	99.99	0	161	63
11	55080000	1.874	2.774	SR 20	0.9	S-4DR	217	37,788	5.827	1.443	99.99	0	154	109
12	48004000	8.313	8.786	SR 295	0.473	U-4DP	135	34,037	7.657	3.777	99.99	1	143	59
13	48010000	10.237	11.037	SR 10	0.8	S-4DR	153	35,042	4.984	1.443	99.99	0	138	63
14	46020000	1.148	1.548	SR 30	0.4	U-4DP	129	45,489	6.474	3.777	99.99	2	135	53
15	55005000	0	0.5	SR 265	0.5	U-6DR	191	33,702	10.351	3.325	99.99	1	128	105
16	55050000	4.17	4.87	SR 61	0.7	U-6DR	176	48,954	4.69	3.325	99.99	0	128	89
17	58010000	2.851	3.251	SR 10	0.4	S-4DR	79	35,401	5.094	1.443	99.99	1	127	21
18	57130000	0	0.7	SR 189	0.7	U-4DR	129	37,306	4.511	2.672	99.99	0	126	55
19	48004000	7.775	8.313	SR 295	0.538	U-4DR	135	37,723	6.839	2.672	99.99	0	123	55
22	48012000	2.8	3.2	SR 296	0.4	U-4DP	100	30,500	7.485	3.777	99.99	0	120	41
23	55006000	0.785	1.042	SR 371	0.257	U-4DP	133	21,098	22.4	3.777	99.99	0	119	60
24	48205000	5.391	5.791	SR 173	0.4	S-2DP	79	18,307	9.852	2.46	99.99	2	115	28
25	48070000	6.191	6.64	SR 291	0.449	S-6DR	145	53,591	5.503	2.126	99.99	3	110	70
27	58010000	6.6	7.3	SR 10	0.7	S-4DR	101	32,764	4.021	1.443	99.99	1	111	38
30	48012000	4.585	4.985	SR 296	0.4	U-4DP	107	31,519	7.75	3.777	99.99	0	109	46
31	48280000	2.04	2.34	SR 30	0.3	S-4DR	71	17,950	12.04	1.443	99.99	2	107	24
32	48070000	3.98	4.38	SR 291	0.4	U-4DP	103	25,693	9.152	3.777	99.99	0	107	44
33	58030000	19.593	20.074	SR 30	0.481	S-4DR	107	35,661	5.696	1.443	99.99	0	105	49
District 4
2	93220000	26.6	29.3	SR 9	2.7	U-INT	1,096	151,080	2.453	0.754	99.99	7	845	623
5	86100000	12.212	13.612	SR 7	1.4	U-6DR	529	51,566	6.691	3.325	99.99	1	527	230
6	93220000	15.6	16.9	SR 9	1.3	U-INT	530	145,354	2.561	0.754	99.99	0	459	282
8	93220000	21	22.5	SR 9	1.5	U-INT	474	154,936	1.862	0.754	99.99	7	384	271
9	93220000	19.7	20.7	SR 9	1	U-INT	394	158,291	2.273	0.754	99.99	2	365	192
10	86040000	7.37	8.77	SR 820	1.4	S-6DR	421	56,869	4.829	2.126	99.99	1	354	210
11	86070000	2.4	3.1	SR 9	0.7	U-INT	329	263,911	1.626	0.754	99.99	3	350	135
13	93220000	18.2	19.6	SR 9	1.4	U-INT	394	160,357	1.602	0.754	99.99	1	330	217
15	93220000	9.4	10.7	SR 9	1.3	U-INT	463	154,313	2.107	0.754	99.99	2	311	270
16	93220000	30.6	31.8	SR 9	1.2	U-INT	422	165,524	1.94	0.754	99.99	5	306	237
19	86070000	12.9	13.6	SR 9	0.7	U-INT	273	275,898	1.29	0.754	99.99	3	270	110
20	86180000	0	0.846	SR A1A	0.846	U-6DR	291	40,840	7.691	3.325	99.99	0	272	109
21	86006000	6.3	7.166	SR 842	0.866	U-6DR	341	47,850	7.515	3.325	99.99	2	261	169
23	86070000	0.2	1.1	SR 9	0.9	U-INT	273	228,983	1.209	0.754	99.99	4	248	123
26	93220000	4.6	5.8	SR 9	1.2	U-INT	326	181,718	1.365	0.754	99.99	3	241	181
27	86070000	5	5.7	SR 9	0.7	U-INT	249	280,482	1.158	0.754	99.99	4	232	113
28	86110000	4.499	5.299	SR 838	0.8	U-6DR	333	57,833	6.572	3.325	99.99	3	229	190
29	86090000	1.8	2.3	SR 816	0.5	U-6DR	231	63,956	6.597	3.325	99.99	0	231	93
30	86100000	18.012	18.612	SR 7	0.6	U-6DR	222	54,433	6.207	3.325	99.99	1	228	59
31	93070000	22.229	22.829	SR 809	0.6	U-6DR	228	47,588	7.292	3.325	99.99	3	225	94
32	93220000	0.9	1.9	SR 9	1	U-INT	299	198,040	1.378	0.754	99.99	5	222	165
35	86090000	5.9	6.6	SR 816	0.7	U-6DR	391	63,470	8.037	3.325	99.99	1	221	238
36	86070000	10	10.6	SR 9	0.6	U-INT	234	292,350	1.218	0.754	99.99	2	218	96
38	86110000	6.899	7.299	SR 838	0.4	U-6DR	222	62,460	8.114	3.325	99.99	0	217	93
40	86130000	5.328	6.037	SR 814	0.709	U-6DR	280	51,483	7.005	3.325	99.99	1	215	138
41	93220000	7.9	8.9	SR 9	1	U-INT	294	164,862	1.628	0.754	99.99	1	213	170
42	86070000	18.1	18.8	SR 9	0.7	U-INT	223	242,643	1.199	0.754	99.99	0	214	101
45	86070000	21.3	22	SR 9	0.7	U-INT	209	210,962	1.292	0.754	99.99	2	201	83
47	86230000	2.5	3.3	SR 822	0.8	U-6DR	292	45,936	7.256	3.325	99.99	1	199	170
48	86110000	6.199	6.799	SR 838	0.6	U-6DR	212	62,493	5.163	3.325	99.99	1	199	99
51	86040000	13.493	14.123	SR 820	0.63	U-6DR	314	50,419	9.027	3.325	99.99	0	196	192
56	86110000	5.399	5.999	SR 838	0.6	U-6DR	213	57,827	5.606	3.325	99.99	0	187	111
57	93220000	36.3	37.3	SR 9	1	U-INT	247	110,272	2.045	0.754	99.99	1	182	136
60	86090000	5.2	5.8	SR 816	0.6	U-6DR	281	60,659	7.05	3.325	99.99	0	180	170
61	93220000	17.1	18	SR 9	0.9	U-INT	211	147,125	1.455	0.754	99.99	3	177	109
62	93150000	1.7	2.182	SR 809	0.482	U-6DR	186	40,231	8.759	3.325	99.99	1	178	68
63	86028000	0.8	1.3	SR 834	0.5	U-6DR	178	47,055	6.909	3.325	99.99	7	172	74
64	86070000	20	20.6	SR 9	0.6	U-INT	165	238,162	1.054	0.754	99.99	0	177	59
65	86028000	7.992	8.692	SR 834	0.7	U-6DR	253	47,475	6.952	3.325	99.99	2	174	131
66	86020000	1.4	2.1	SR 5	0.7	U-6DR	233	57,821	5.257	3.325	99.99	2	173	107
67	93150000	2.191	3.291	SR 809	1.1	S-4DR	168	34,160	4.083	1.443	99.99	1	173	54
District 5
7	75060000	10.076	11.376	SR 50	1.3	S-4DR	228	52,048	3.077	1.443	99.99	1	257	79
10	75003000	4.242	4.995	SR 436	0.753	S-4DR	220	50,492	5.284	1.443	99.99	0	239	75
11	79080000	1.059	2.559	SR 600	1.5	U-4DP	327	16,377	12.155	3.777	99.99	3	230	161
14	92030000	6.451	7.551	SR 500	1.1	S-4DR	200	43,729	3.797	1.443	99.99	1	220	55
16	75060000	0.7	1.2	SR 50	0.5	U-4DP	188	45,229	7.592	3.777	99.99	2	202	68
17	75008000	5.64	6.54	SR 408	0.9	U-TOL	181	112,621	1.63	0.635	99.99	2	200	52
18	75270000	2.896	3.296	SR 435	0.4	S-6DR	197	56,833	7.913	2.126	99.99	1	198	64
21	75280000	16.8	17.4	SR 400	0.6	U-INT	198	181,650	1.659	0.754	99.99	0	190	71
22	75280000	12	12.6	SR 400	0.6	U-INT	144	134,562	1.628	0.754	99.99	1	189	49
23	75060000	11.576	12.276	SR 50	0.7	S-4DR	222	48,763	5.939	1.443	99.99	0	184	98
25	75012000	0.9	1.5	SR 552	0.6	U-4DR	184	35,358	7.92	2.672	99.99	0	180	76
26	75270000	0.458	1.158	SR 435	0.7	S-6DR	138	36,493	4.933	2.126	99.99	2	176	36
27	75003000	5.995	6.295	SR 436	0.3	U-6DP	166	59,535	8.487	3.431	99.99	0	171	62
33	75003000	4.995	5.295	SR 436	0.3	U-6DP	127	54,665	7.072	3.431	99.99	0	159	43
36	75190001	39.12	39.72	SR 423	0.6	U-6DR	157	45,598	5.24	3.325	99.99	1	155	66
41	75002000	0	0.22	SR 482	0.22	U-6DR	120	45,329	10.989	3.325	99.99	0	146	40
42	75010000	13.16	13.66	SR 500	0.5	U-4DP	133	36,666	6.625	3.777	99.99	3	140	46
45	75280000	13.5	14	SR 400	0.5	U-INT	132	151,798	1.588	0.754	99.99	1	136	53
48	75003000	7.369	7.825	SR 436	0.456	U-6DP	115	48,330	4.765	3.431	99.95	2	133	40
50	77010000	9.221	9.921	SR 15	0.7	S-4DR	178	42,464	5.468	1.443	99.99	1	132	94
51	75050000	12.687	13.087	SR 50	0.4	U-6DR	130	45,500	6.523	3.325	99.99	0	133	50
57	75280000	21.2	21.6	SR 400	0.4	U-INT	112	168,956	1.513	0.754	99.99	0	130	40
60	75002000	0.22	0.682	SR 482	0.462	U-4DR	136	40,433	6.648	2.672	99.99	1	126	66
64	75200000	4.3	4.733	SR 551	0.433	U-4DR	134	41,693	6.778	2.672	99.99	0	125	60
65	75010000	12.902	13.16	SR 500	0.258	U-4DR	118	36,663	11.489	2.672	99.99	0	125	42
66	75270000	5.296	5.696	SR 435	0.4	S-6DR	114	49,833	5.222	2.126	99.99	0	125	40
69	75060000	12.993	13.493	SR 50	0.5	S-4DR	129	38,833	6.067	1.443	99.99	1	120	50
71	75250000	6.016	6.516	SR 438	0.5	U-6DR	151	38,530	7.157	3.325	99.99	1	116	80
72	75060000	2.853	3.153	SR 50	0.3	U-6DR	103	52,498	5.972	3.325	99.99	0	115	33
73	75050000	11.595	11.895	SR 50	0.3	S-4DP	102	41,830	7.422	2.169	99.99	1	113	37
76	75010000	9.992	10.392	SR 500	0.4	U-6DP	145	65,627	5.044	3.431	99.99	2	110	72
77	75010000	8.564	8.792	SR 500	0.228	U-6DR	141	63,720	8.863	3.325	99.99	1	111	63
78	79190000	8.007	8.507	SR 5A	0.5	U-6DR	158	35,698	8.083	3.325	99.99	0	111	83
80	75250000	5.211	5.611	SR 438	0.4	U-6DR	108	39,166	6.295	3.325	99.99	1	108	43
83	75003000	7.197	7.369	SR 436	0.172	U-6DR	142	54,361	13.869	3.325	99.99	1	107	71
85	75035000	0	0.275	SR 535	0.275	U-6DR	80	47,393	5.605	3.325	99.99	0	108	26
88	75010000	4.863	5.263	SR 500	0.4	U-6DP	107	49,333	4.951	3.431	99.99	0	107	48
90	75002000	2.81	3.28	SR 482	0.47	S-4DR	109	46,118	4.592	1.443	99.99	1	105	54
91	75060000	12.376	12.849	SR 50	0.473	S-4DR	85	45,737	3.588	1.443	99.99	5	101	26
95	75050000	14.687	15.087	SR 50	0.4	U-6DR	111	42,656	5.941	3.325	99.99	1	104	43
96	75200000	6.303	6.703	SR 551	0.4	U-4DR	132	35,090	8.588	2.672	99.99	2	101	65
97	75260000	4.086	4.486	SR 424	0.4	U-4DP	118	33,698	7.994	3.777	99.99	1	102	50
98	36004000	0.973	1.473	SR 464	0.5	U-4DP	115	36,492	5.755	3.777	99.99	0	102	45
District 6
2	87270000	9.4	11.3	SR 9A	1.9	U-INT	940	235,609	1.917	0.754	99.99	3	1003	385
3	87240000	1.739	4.539	SR 9	2.8	U-6DR	1,441	56,074	8.381	3.325	99.99	6	755	977
4	87270000	8	9.3	SR 9A	1.3	U-INT	618	256,246	1.694	0.754	99.99	3	735	249
5	87270000	11.5	13.1	SR 9A	1.6	U-INT	650	217,412	1.706	0.754	99.99	4	684	288
6	87044000	3.9	5.5	SR 976	1.6	U-6DR	743	59,156	7.168	3.325	99.99	7	612	393
7	87270000	7	7.8	SR 9A	0.8	U-INT	480	265,406	2.064	0.754	99.99	3	515	194
8	87044000	2	3.4	SR 976	1.4	U-6DR	564	58,330	6.307	3.325	99.99	5	510	276
9	87260000	5.8	6.7	SR 826	0.9	U-OLA	415	205,419	2.049	1.206	99.99	3	485	179
10	87200000	5.9	6.7	SR 836	0.8	U-OLA	474	189,037	2.862	1.206	99.99	0	487	211
11	87026000	7.012	8.841	SR 860	1.829	S-4DR	406	46,885	4.323	1.443	99.99	2	480	155
12	87001000	3.082	4.182	SR 94	1.1	U-6DR	480	51,515	7.735	3.325	99.99	0	465	234
13	87001000	4.682	5.582	SR 94	0.9	U-6DR	475	81,260	5.931	3.325	99.99	2	463	220
14	87066000	0.125	1.703	SR 922	1.578	U-4UN	1,148	36,599	18.152	5.422	99.99	3	450	853
15	87270000	16.3	17.1	SR 9	0.8	U-INT	379	209,828	2.061	0.754	99.99	0	441	162
16	87053000	0.6	1.606	SR 968	1.006	U-6DR	400	59,111	6.419	3.325	99.99	3	421	187
17	87140000	8.171	9.571	SR 7	1.4	U-6DR	658	32,303	13.287	3.325	99.99	4	399	428
18	87270000	4.5	5.4	SR 9A	0.9	U-INT	346	214,585	1.636	0.754	99.99	1	393	142
19	87030000	22.961	24.393	SR 5	1.432	U-6DR	1,165	70,419	11.266	3.325	99.99	2	381	896
20	87281000	2.617	4.317	SR 953	1.7	U-6DR	747	58,228	6.891	3.325	99.99	3	376	508
21	87140000	12.088	12.888	SR 7	0.8	U-6DR	346	62,640	6.305	3.325	99.99	0	378	148
22	87270000	13.7	15	SR 9	1.3	U-INT	379	185,724	1.433	0.754	99.99	3	364	173
23	87085000	0.859	2.255	SR 933	1.396	U-4UN	647	18,991	22.286	5.422	99.99	1	363	429
24	87034000	2.095	4.095	SR 915	2	U-4DP	882	23,034	17.484	3.777	99.99	1	353	653
25	87001000	7.682	8.382	SR 94	0.7	U-6DR	328	61,630	6.943	3.325	99.99	0	352	141
26	87200000	7.3	8.2	SR 836	0.9	U-OLA	377	173,063	2.21	1.206	99.99	2	343	186
27	87270000	5.8	6.6	SR 9A	0.8	U-INT	352	224,341	1.791	0.754	99.99	1	339	170
29	87260000	8.1	8.7	SR 826	0.6	U-OLA	312	202,045	2.35	1.206	99.99	1	325	139
30	87200000	9.514	10.596	SR 836	1.082	U-TOL	317	155,752	1.717	0.635	99.99	0	320	135
31	87001000	6.782	7.482	SR 94	0.7	U-6DR	340	66,843	6.636	3.325	99.99	2	313	154
District 7
2	15150000	27.148	28.848	SR 55	1.7	S-6DR	735	76,474	5.163	2.126	99.99	4	782	326
3	14030000	0	1.3	SR 55	1.3	S-6DR	418	63,910	4.594	2.126	99.99	4	579	141
4	15150000	25.548	26.348	SR 55	0.8	S-6DR	552	77,173	8.165	2.126	99.99	0	553	236
5	14030000	8.269	9.727	SR 55	1.458	S-6DR	405	62,151	4.081	2.126	99.99	4	548	144
6	10110000	6.165	7.424	SR 60	1.259	S-6DR	645	77,541	6.033	2.126	99.99	2	452	374
7	10190000	2	4.5	SR 93	2.5	U-INT	779	154,634	1.84	0.754	99.99	0	423	512
8	15150000	24.148	24.948	SR 55	0.8	S-6DR	460	74,356	7.062	2.126	99.99	1	409	222
9	10150000	5.7	7.073	SR 580	1.373	U-6DR	509	50,119	6.754	3.325	99.99	1	397	257
11	10040000	7.082	8.782	SR 45	1.7	U-4DR	494	25,183	10.537	2.672	99.99	0	362	264
12	10290000	0.354	1.254	SR 582	0.9	U-6DR	454	57,542	8.005	3.325	99.99	0	327	244
13	14030000	1.4	2	SR 55	0.6	S-6DR	223	63,494	5.345	2.126	99.99	2	285	82
14	10320000	0	1	SR 93	1	U-INT	516	135,789	3.47	0.754	99.99	2	272	345
15	10040000	0.358	1.658	SR 45	1.3	U-4UN	299	14,696	14.292	5.422	99.99	2	259	148
16	15150000	26.448	27.048	SR 55	0.6	S-6DR	261	76,495	5.193	2.126	99.99	0	252	113
17	14030000	9.992	10.692	SR 55	0.7	S-6DR	195	62,159	4.092	2.126	99.99	0	241	78
18	10030000	3.266	4.266	SR 600	1	S-4DR	261	44,256	5.385	1.443	99.99	1	231	151
19	10190000	1.1	1.9	SR 93	0.8	U-INT	277	133,379	2.37	0.754	99.99	3	220	162
20	14030000	2.3	2.8	SR 55	0.5	S-6DR	184	63,500	5.292	2.126	99.99	3	215	69
21	10020000	5.362	6.365	SR 685	1.003	U-6DR	281	28,158	10.379	3.325	99.99	2	200	148
22	10290000	3.236	4.236	SR 582	1	S-6DR	322	55,880	5.262	2.126	99.99	1	199	189
23	10190000	9.4	11.1	SR 400	1.7	U-INT	385	107,640	1.921	0.754	99.99	3	196	263
24	10250101	0	1.264	SR 585	1.264	U1WAY	371	11,329	23.659	7.074	99.99	0	197	246
25	10160000	4.527	5.127	SR 597	0.6	S-6DR	239	67,510	5.388	2.126	99.99	0	197	110
27	10040000	5.582	6.882	SR 45	1.3	U-4DR	280	23,870	8.24	2.672	99.99	3	192	152
28	10150000	4.7	5.3	SR 580	0.6	U-6DR	261	49,466	8.03	3.325	99.99	1	191	139
29	10020000	0.6	1.7	SR 685	1.1	U1WAY	229	14,343	13.254	7.074	99.99	1	188	114
30	14030000	11.292	11.692	SR 55	0.4	S-6DR	152	58,173	5.965	2.126	99.99	1	182	57
31	15150000	29.448	29.948	SR 55	0.5	S-6DR	180	74,133	4.434	2.126	99.99	1	179	79
33	10160000	1.761	2.138	SR 580	0.377	U-6DR	209	74,661	6.781	3.325	99.99	0	166	103
35	14120000	1.885	2.285	SR 52	0.4	U-6DR	119	31,698	8.571	3.325	99.99	0	160	36
36	10340000	2.995	3.391	SR 574	0.396	U-4DR	197	30,294	14.996	2.672	99.99	0	158	93
37	10250000	7.045	7.92	SR 585	0.875	U1WAY	247	12,461	20.687	7.074	99.99	1	156	149
38	10310000	5.262	6.062	SR 580	0.8	U-6DR	218	42,529	5.851	3.325	99.99	0	157	129
39	15120000	6.238	6.916	SR 688	0.678	S-4DR	165	52,157	4.261	1.443	99.99	6	146	71
40	15120000	10.524	11.193	SR 686	0.669	S-6DR	274	88,816	4.211	2.126	99.99	0	151	175
43	10005000	2.659	2.845	SR 599	0.186	U-6DR	196	26,165	36.779	3.325	99.99	0	148	108
Turnpike Enterprise
3	86470000	16.6	17.3	SR 91	0.7	U-TOL	180	94,428	2.486	0.635	99.99	0	127	102
6	87471000	22.684	23.384	SR 821	0.7	U-TOL	145	105,498	1.793	0.635	99.99	0	107	78
11	93470000	15.763	16.463	SR 91	0.7	U-TOL	257	66,130	5.07	0.635	99.99	0	92	199
12	93470000	2.8	3.5	SR 91	0.7	U-TOL	72	77,714	1.208	0.635	99.99	1	87	39
13	86470000	2.6	3	SR 91	0.4	U-TOL	86	102,025	1.924	0.635	99.99	3	83	35
21	86472000	1.9	2.3	SR 869	0.4	U-TOL	71	68,200	2.376	0.635	99.99	0	69	29
24	87471000	24.984	25.384	SR 821	0.4	U-TOL	65	129,966	1.141	0.635	99.99	1	62	24
26	93470000	8.8	9.3	SR 91	0.5	U-TOL	66	66,133	1.822	0.635	99.99	0	59	42

**Table 11 5 % Report for State Highway System Intersections - Listed by FDOT District**
District Rank by # injured	Co-sec-sub	MP	SR#	Intersecting Feature Description	Crash Rate Category	Number of Legs	Number of Crashes	Millions of Vehicles	Actual Crash Rate	Intersection Type Average	Confidence level	Fatalities	Injuries	PDOs
District 1
3	16180000	25.536	SR 25	SB ENT FR	S-4DR	3	76	32.12	2.366	0.205	99.99%	6	78	36
4	16180000	25.544	SR 25	NB EXIT TO	S-4DR	3	76	32.12	2.366	0.205	99.99%	6	78	36
5	16180000	25.557	SR 25	SB EXIT TO	S-4DR	3	76	36.135	2.103	0.205	99.99%	6	78	36
6	16180000	25.562	SR 25	NB ENT FR	S-4DR	3	76	36.135	2.103	0.205	99.99%	6	78	36
7	16180000	25.551	SR 25	REAGAN PK	S-4DR	4	76	36.135	2.103	0.411	99.99%	6	78	36
9	16003000	1.039	SR 563	SB ENT FR	U-4DR	4	53	14.016	3.781	0.456	99.99%		80	10
10	16003000	1.06	OS 563	SB EXIT TO	U-4DR	4	52	12.191	4.265	0.456	99.99%		79	10
14	16003000	1.048	SR 563	SR 546	U-6DR	4	51	51.611	0.988	0.594	99.99%		78	10
	16100000	3.494	SR 546	SR 563
17	16210000	7.643	SR 35	BANANA RD	S-4DR	4	52	35.405	1.469	0.411	99.99%	1	76	17
18	17040000	2.134	SR 780	CR 773	U-6DR	4	86	60.407	1.424	0.594	99.99%		76	36
20	16030000	20.715	SR 555	CROSSOVER	S-4DR	3	35	19.126	1.83	0.205	99.99%	1	74	6
21	12005000	5.268	SR 884	TURNOUT	S-6DR	3	109	71.357	1.528	0.253	99.99%	3	70	57
22	12005000	5.27	SR 884	TURNOUT	S-6DR	3	109	71.357	1.528	0.253	99.99%	3	70	57
24	17040000	2.18	SR 780	GOLDEN SA	U-6DR	3	77	54.202	1.421	0.319	99.99%		69	34
26	16006000	2.732	SR 659	US 92	U-4DR	4	90	55.042	1.635	0.456	99.99%	1	67	47
	16020000	3.24	SR 600	SR 659
28	12070000	3.841	SR 82	TURNOUT	S-6DR	3	58	28.397	2.042	0.253	99.99%	1	65	29
29	12070000	3.805	SR 82	TURNOUT	S-6DR	3	58	30.66	1.892	0.253	99.99%	1	64	29
30	12070000	3.826	SR 82	CR 865	S-6DR	4	58	31.207	1.859	0.516	99.99%	1	64	29
31	12005000	5.301	SR 884	TURNOUT	S-6DR	4	104	72.817	1.428	0.516	99.99%		64	56
32	16180000	5.944	SR 25	BEGIN EXC	S-4DR	4	94	65.773	1.429	0.411	99.99%		64	57
	16300000	7.244	SR 540	SR 25
34	1050000	6.333	SR 776	SUNNYBROO	S-4DR	4	51	23.907	2.133	0.411	99.99%	3	61	20
35	12005000	5.286	SR 884	SIX MILE	S-6DR	4	103	73.73	1.397	0.516	99.99%		63	56
37	13010000	3.766	SR 45	57TH AVE	U-6DP	4	77	73.182	1.052	0.511	99.99%		62	39
38	16060000	4.314	SR 35	CR 540A	S-4DR	4	54	41.062	1.315	0.411	99.99%	2	60	16
39	12005000	2.49	SR 884	SR 739	S-6DR	4	108	8.405	0.996	0.516	99.99%		61	65
	12011000	7.815	SR 739	SR 884
45	12005000	1.522	SR 884	SOLOMON B	U-6DR	3	56	54.567	1.026	0.319	99.99%		57	28
46	13040000	8.51	SR 684	SR 55	U-2UN	4	50	50.917	0.982	0.43	99.99%		57	15
	13130000	0	OS 55	SR 684
48	6010000	16.136	SR 35	REA RD	S-4DR	4	33	19.637	1.681	0.411	99.99%	1	55	7
49	16110000	0	SR 60	HILLSBORO	S-4DR	4	47	22.155	2.121	0.411	99.99%	1	54	23
50	13040000	8.545	SR 684	44TH AVE	U-2UN	3	46	50.917	0.903	0.284	99.99%		55	12
District 2
4	72100000	5.742	SR 10	EB ENT FR	U-6DP	3	116	41.062	2.825	0.295	99.99%		88	61
5	72100000	5.69	SR 10	EB EXIT TO	U-4DP	3	111	41.792	2.656	0.312	99.99%		87	59
15	78002000	2.594	SR 312	SR 3	U-4DR	4	463	4.857	1.32	0.456	99.99%		75	13
	78040000	13.787	SR 3	SR A1A
16	72170000	4.121	SR 21	103RD ST	U-6DP	4	82	73	1.123	0.511	99.99%	1	73	31
	72220000	8.91	SR 134	SR 21
17	78020000	7.867	SR 5	INTERNATI	R-4DR	4	51	19.308	2.641	0.282	99.99%	1	70	15
20	71070000	5.824	SR 21	CR 220	S-4DR	4	59	46.537	1.268	0.411	99.99%	5	64	25
21	72220000	7.625	SR 134	FIRESTONE	U-6DR	4	120	52.925	2.267	0.594	99.99%		68	67
22	72190000	6.839	SR 212	ST JOHNS	U-6DR	4	108	61.867	1.746	0.594	99.99%	3	65	58
24	26090000	12.395	SR 24	SIDE ROAD	U-4DR	4	75	29.565	2.537	0.456	99.99%		67	37
25	26010000	15.257	SR 25	CR 172	U-4DP	4	80	37.96	2.107	0.501	99.99%		64	42
26	26090000	12.445	SR 24	EB EXIT TO	U-4DR	3	76	29.565	2.571	0.28	99.99%		64	40
31	72070000	5.517	SR 5	SB EXIT TO	U-6DR	3	54	45.807	1.179	0.319	99.99%	1	60	17
32	72070000	5.496	SR 5	RAMP TO G	U-6DR	3	53	26.645	1.989	0.319	99.99%	1	59	17
33	72070000	5.506	SR 5	GREENLAND	U-6DR	3	53	45.807	1.157	0.319	99.99%	1	59	17
34	72070000	5.506	SR 5	SB EXIT TO	U-6DR	3	53	45.807	1.157	0.319	99.99%	1	59	17
36	72080000	4.958	SR 15	SR 111	U-6DR	4	83	42.486	1.954	0.594	99.99%		59	51
	72291000	6.674	SR 111	SR 15
38	26003000	0	SR 120	SR 25	U-4DR	4	75	37.595	1.995	0.456	99.99%		58	39
	26010000	15.758	SR 25	23RD AVE
39	72070000	5.484	SR 5	NB EXIT TO	U-6DR	3	52	26.645	1.952	0.319	99.99%	1	57	17
40	72020000	5.278	SR 9	SB ENT FR	U-INT	3	44	42.532	0.309	0.152	99.99%		58	24
	72020328	0.122	SR 9	SB ENT FR
41	26070000	20.312	SR 24	1ST ST NW	U-4DP	4	89	27.74	3.208	0.501	99.99%		57	49
42	72070000	5.533	SR 5	NB ENT FR	U-6DR	3	50	45.807	1.092	0.319	99.99%	1	56	16
44	72018000	4.007	SR 104	SR 115	U-4DR	4	45	38.179	1.179	0.456	99.99%		56	11
	72150000	6.431	SR 115	DUNN AVE
45	72018000	4.024	SR 104	SR 115 CO	U-4DR	3	44	18.031	2.44	0.28	99.99%		56	10
District 3
4	48004000	5.923	SR 727	SB ENT FR	S-2DP	3	93	25.367	3.666	0.209	99.99%		92	43
5	48004000	5.951	SR 727	MOBILE HW	U-6DP	4	92	70.262	1.309	0.511	99.99%		89	44
	48020000	11.095	SR 10A	SR 727
7	48020000	11.118	SR 10A	SIDE ROAD	U-6DP	4	91	38.507	2.363	0.511	99.99%		87	43
9	48004000	0	SR 727	SR 292	S-2DP	4	76	22.666	3.353	0.49	99.99%		86	28
	48050000	15.354	SR 292	SR 727
10	48010000	8.299	SR 10	SR 297	S-2DP	4	62	52.925	1.171	0.49	99.99%	1	84	21
	48190000	4.294	SR 297	USA 90
11	48010000	8.268	SR 10	SHOPPING	S-2DP	3	61	11.534	5.289	0.209	99.99%	1	84	20
12	55003000	5.608	SR 261	APALACHEE	U-6DR	4	135	76.464	1.766	0.594	99.99%	1	72	78
	55080000	3.371	SR 20	SR 261
14	48004000	1.638	SR 727	SR 30	S-4DR	4	52	34.018	1.529	0.411	99.99%		70	21
	48280000	3.611	SR 30	SR 727
17	58001000	0.008	SR 89	SIMPSON D	U-4DR	3	49	19.564	2.505	0.28	99.99%		66	12
18	58001000	0	SR 89	SR 10	U-4DR	4	49	41.062	1.193	0.456	99.99%		66	12
	58010000	10.992	SR 10	SR 89
19	55060000	6.161	SR 10	LEG TO OC	U-4DR	3	104	46.72	2.226	0.28	99.99%		65	59
23	55080000	1.938	SR 20	CR 373	S-4DR	4	85	43.252	1.965	0.411	99.99%		62	42
24	55010000	8.108	SR 63	JOHN KNOX	S-6DP	3	84	25.185	3.335	0.198	99.99%		59	44
27	48013001	19.485	SR 742	GREYHOUND	S-2DP	3	49	11.315	4.331	0.209	99.99%		58	19
32	46040000	1.146	SR 75	US 231	U-4DP	3	94	18.14	5.182	0.312	99.99%		56	57
	46110000	0	SR 391	US 231
33	46020003	2.547	SR 30A	US 231	U-4DR	4	92	44.968	2.046	0.456	99.99%		56	55
	46040000	1.124	SR 75	SR 30A
34	46001000	0	SR 368	BECK AVE	U-4DP	4	63	64.121	0.983	0.501	99.99%		56	29
	46140000	2.021	SR 368	SR 390
	46140005	0.824	SR 390	SR 368
35	48013000	4.12	SR 742	THE OAKS	U-4DP	3	47	14.746	3.187	0.312	99.99%		56	13
District 4
2	93016000	5.633	SR 882	SR 809	U-6DR	4	126	4.025	1.211	0.594	99.99%	3	116	50
	93070000	22.417	SR 809	SR 882
3	86014000	2.001	SR 870	ROCK ISLA	U-6DR	4	110	70.627	1.557	0.594	99.99%		110	48
4	86100000	19.819	SR 7	WINFIELD	U-6DR	4	59	56.94	1.036	0.594	99.99%		109	9
6	93120000	15.28	SR 80	JOG RD	U-4DP	4	79	37.23	2.122	0.501	99.99%		105	22
7	86065000	1.027	SR 845	19TH ST N	U-6DR	4	75	29.2	2.568	0.594	99.99%		103	27
9	86040000	11.478	SR 820	SR 817	U-6DR	4	161	16.982	1.376	0.594	99.99%		97	94
	86220000	2.572	SR 817	SR 820
11	86080550	1.505	SR 84	TURN AROU	U1WAY	3	88	31.755	2.771	0.628	99.99%		97	37
14	86065000	0.04	SR 845	10TH PL N	U-6DR	3	108	28.47	3.793	0.319	99.99%		95	54
16	86080550	1.537	SR 84	TURN OUT	U1WAY	3	87	27.192	3.199	0.628	99.99%		94	37
18	86080500	10.934	SR 84	SR 817 *	U-6DR	5	115	95.995	1.198	0.555	99.99%	1	92	59
	86220000	8.757	SR 817	SR 84 EB
19	86080500	10.941	SR 84	T/O	S1WAY	3	114	22.812	4.997	0.43	99.99%	1	92	58
20	86080500	10.95	SR 84	TURN AROU	S1WAY	3	114	22.812	4.997	0.43	99.99%	1	92	58
23	86040000	12.509	SR 820	72ND AVE	U-6DR	4	81	57.852	1.4	0.594	99.99%	1	90	25
25	86028000	3.975	SR 834	LYONS RD	U-6DR	4	99	64.422	1.537	0.594	99.99%		89	41
26	94005000	1.01	SR 615	SPUR TO S	U-4UN	3	63	25.367	2.483	0.431	99.99%		89	23
27	94005000	0.991	SR 615	SR 70	U-6DR	4	63	53.837	1.17	0.594	99.99%		89	23
	94030000	23.723	SR 70	25TH ST
30	86190500	0.561	SR 823	MIRAMAR P	S-6DR	4	67	34.857	1.922	0.516	99.99%	2	84	22
32	86014000	3.22	SR 870	SR 7	U-6DR	4	118	27.567	0.925	0.594	99.99%	1	81	62
	86100000	14.794	SR 7	COMMERCIA
34	86080550	5.57	SR 84	TURN OUT	S1WAY	3	77	19.162	4.018	0.43	99.99%	1	81	35
35	93004000	5.512	SR 808	15TH AVE	U-6DR	4	77	68.62	1.122	0.594	99.99%		82	27
36	86080550	5.613	SR 84	TURN OUT	S1WAY	4	76	18.067	4.206	0.4	99.99%	1	81	34
37	86080550	5.602	SR 84	FLAMINGO	U-6DR	4	76	28.105	2.704	0.594	99.99%	1	81	34
	86190000	10.897	SR 823	SR 84 WB
39	86220000	8.244	SR 817	24TH ST S	S-6DR	4	111	72.087	1.54	0.516	99.99%		81	63
42	93012000	1.595	SR 708	CONGRESS	U-6DR	4	66	51.83	1.273	0.594	99.99%		80	18
43	93016000	5.127	SR 882	HAVERHILL	U-6DR	4	59	50.187	1.176	0.594	99.99%	1	79	17
44	86100000	4.091	SR 7	SHERIDAN	U-6DR	4	141	48.088	2.932	0.594	99.99%	1	78	87
	86230000	0	SR 822	SR 7
45	86065000	6.519	SR 845	SR 814	U-6DR	4	129	10.861	1.164	0.594	99.99%		79	73
	86130000	3.788	SR 814	SR 845
47	86220000	9.271	SR 817	12TH ST S	U-6DR	4	75	83.402	0.899	0.594	99.95%		79	27
49	86028000	8.488	SR 834	SR 811	U-6DR	4	106	64.824	1.635	0.594	99.99%	1	76	55
	86170000	10.038	SR 811	SR 834
50	93070000	21.91	SR 809	PURDY LN	U-6DR	4	71	50.735	1.399	0.594	99.99%		77	28
56	86006000	4.12	SR 842	31ST AVE	U-6DR	4	86	48.545	1.772	0.594	99.99%		75	41
57	93120000	8.94	SR 80	CR 882	S-4DR	4	74	20.841	3.551	0.411	99.99%		75	28
58	86016000	1.255	SR 848	64TH AVE	U-6DR	4	74	44.347	1.669	0.594	99.99%	1	74	35
61	86090000	2.483	SR 816	WYE TO WB	U-6DR	3	80	70.992	1.127	0.319	99.99%		74	32
62	86220000	0.671	SR 817	MIRAMAR P	U-6DR	4	77	58.765	1.31	0.594	99.99%		74	36
63	86070000	11.556	SR 9	NB ENT FR	U-INT	3	74	5.14	0.243	0.152	99.99%		74	26
	86070046	0.288	SR 9	SR9/86070
67	86090000	2.517	SR 816	49TH AVE	U-6DR	3	82	69.897	1.173	0.319	99.99%		73	35
68	86080000	17.671	SR 84	EB EXIT TO	U1WAY	3	61	39.602	1.54	0.628	99.99%	2	71	24
District 5
9	75060000	5.175	SR 50	EB EXIT TO	U-6DR	3	125	62.597	1.997	0.319	99.99%	1	99	59
10	75060000	5.245	SR 50	DELTA ST	U-4DR	3	130	47.815	2.719	0.28	99.99%	1	98	62
11	75280000	11.752	SR 400	NB EXIT TO	U-INT	3	66	39.247	0.474	0.152	99.99%		99	16
	75280001	0	SR 400	FROM I-4
24	75010000	7.099	SR 500	NB ENT FR	U-6DR	3	107	64.97	1.647	0.319	99.99%		79	55
26	75012000	2.639	SR 552	GOLDENROD	U-4DR	4	98	44.347	2.21	0.456	99.99%		78	47
	75200000	2.731	SR 551	SR 552
29	75060000	8.943	SR 50	ECONLOCKH	S-4DR	4	81	58.217	1.391	0.411	99.99%	1	76	34
30	75270000	2.296	SR 435	VINELAND	U-6DR	4	79	64.605	1.223	0.594	99.99%	1	76	29
32	75190000	4.413	SR 423	SR 438	S-6DR	4	67	78.84	0.85	0.516	99.99%		77	16
	75251000	1.536	SR 438	SR 423
33	75190000	4.428	SR 423	SW EXIT TO	S-4DR	3	66	33.58	1.965	0.205	99.99%		76	16
34	75190000	4.428	SR 423	NE ENT FR	S-4DR	3	66	33.58	1.965	0.205	99.99%		76	16
35	75190000	4.384	SR 423	NE EXIT TO	S-4DR	3	66	52.742	1.251	0.205	99.99%		76	16
36	75190000	4.384	SR 423	SW ENT FR	S-4DR	3	66	52.742	1.251	0.205	99.99%		76	16
37	75050000	11.101	SR 50	CR 435	S-4DR	4	93	47.267	1.968	0.411	99.99%		75	44
38	75002000	4.618	SR 482	SR 500	U-6DR	4	106	29.21	0.82	0.594	99.95%		74	55
	75010000	7.062	SR 500	SR 482
40	75012000	0	SR 552	CONWAY RD	U-4DR	4	66	37.047	1.781	0.456	99.99%		74	23
	75080000	15.851	SR 15	SR 552
47	75190000	7.196	SR 423	COURTLAND	U-6DR	3	87	43.8	1.986	0.319	99.99%	1	70	40
50	75270000	1.995	SR 435	MAJOR BLV	U-6DR	4	63	64.605	0.975	0.594	99.99%	1	70	17
51	75280000	11.776	SR 400	SB ENT FR	U-INT	3	51	39.247	0.366	0.152	99.99%	1	70	17
	75280005	0.51	SR 400	TO W/B I-
52	75200000	4.434	SR 551	LAKE UNDE	U-4DR	4	84	54.02	1.555	0.456	99.99%		69	39
53	36001000	0.476	SR 25	35TH ST N	S-4DR	4	39	25.185	1.549	0.411	99.99%		69	5
54	75008000	8.758	SR 408	TOLL PLAZ	U-TOL	3	137	24.647	1.099	0.17	99.99%		67	90
60	75060000	9.445	SR 50	CR 425	S-4DR	4	68	58.217	1.168	0.411	99.99%		65	26
62	75010000	7.039	SR 500	THE CROSS	U-6DR	3	95	78.475	1.211	0.319	99.99%		63	52
63	75250000	4.812	SR 438	CR 435	U-6DR	4	89	42.887	2.075	0.594	99.99%		63	40
District 6
5	87019000	1.76	SR 817	SB EXIT TO	R-OLA	4	160	25.542	1.274	1.085	97.50%		161	68
	87260532	0	SR 826	27TH AVE
	87260536	1.009	SR 826	27TH AVE
9	87034000	5.852	SR 915	SB ENT FR	U-4DP	3	111	30.303	3.663	0.312	99.99%	1	146	37
10	87026000	6.612	SR 860	EB ENT FR	S-4DR	3	105	52.195	2.012	0.205	99.99%	1	146	33
	87270215	0	SR 9	MIAMI GAR
12	87026000	6.612	SR 860	WB EXIT TO	S-4DR	3	104	52.195	1.993	0.205	99.99%	1	145	33
14	87047000	8.005	SR 973	SR 90	U-6DR	4	141	11.507	1.264	0.594	99.99%		141	69
	87120000	9.056	SR 90	87TH AVE
15	87026000	6.565	SR 860	WB ENT FR	U-4DR	3	109	44.895	2.428	0.28	99.99%	1	138	39
16	87026000	6.565	SR 860	EB EXIT TO	U-4DR	3	109	44.895	2.428	0.28	99.99%	1	138	39
19	87026000	6.59	SR 860	EB EXIT TO	S-4DR	3	105	48.18	2.179	0.205	99.99%	1	135	37
20	87026000	6.584	SR 860	NORTH MIA	U-4DR	3	105	48.18	2.179	0.28	99.99%	1	135	37
	87034000	5.867	SR 915	SR 860
21	87026000	6.584	SR 860	EB ENT FR	U-4DR	3	105	48.18	2.179	0.28	99.99%	1	135	37
23	87072000	6.213	SR 985	7TH TERR	U-4DR	3	139	52.742	2.635	0.28	99.99%		131	66
27	87039000	2.415	SR 992	92ND AVE	U-4DP	3	161	42.705	3.77	0.312	99.99%	1	128	87
28	87001000	9.138	SR 94	SR 973	U-6DR	4	94	89.972	1.045	0.594	99.99%		129	29
	87047000	2.92	SR 973	SR 94
30	87039000	2.426	SR 992	90TH AVE	U-4DP	3	159	42.705	3.723	0.312	99.99%	1	126	86
31	87019000	2.74	SR 817	SR 860	U-6DR	4	137	90.885	1.507	0.594	99.99%		127	65
	87026000	3.019	SR 860	SR 817
33	87020000	13.234	SR 5	192ND ST	U-6DR	4	142	54.932	2.585	0.594	99.99%		125	66
34	87020000	16.266	SR 5	SR 992	U-6DR	4	152	79.57	1.91	0.594	99.99%	1	123	82
	87039000	2.462	SR 992	SR 5
35	87002000	6.582	SR 823	167TH ST	R-OLA	3	155	98.248	1.578	0.742	99.99%		123	87
	87260528	1.028	SR 826	57TH AVE
36	87002000	6.582	SR 823	167TH ST	R-OLA	3	155	99.874	1.552	0.742	99.99%		123	87
	87260526	0	SR 826	57TH AVE
37	87002000	6.537	SR 823	FRONTAGE	R-OLA	3	147	95.739	1.535	0.742	99.99%		122	79
	87260529	0	SR 826	57TH AVE
38	87002000	6.537	SR 823	FRONTAGE	R-OLA	3	147	99.38	1.479	0.742	99.99%		122	79
	87260527	1.008	SR 826	57TH AVE
40	87020000	16.248	SR 5	SB ENT FR	U-6DR	3	148	78.475	1.886	0.319	99.99%	1	119	80
41	87140000	13.598	SR 7	199TH ST	U-6DR	4	126	74.825	1.684	0.594	99.99%		120	60
44	87120000	8.562	SR 90	92ND AVE	U-6DR	4	80	63.145	1.267	0.594	99.99%		117	27
45	87001000	9.174	SR 94	85TH AVE	U-6DR	3	79	60.042	1.316	0.319	99.99%		117	22
46	87170000	0.473	SR 826	EB EXIT TO	U-OLA	3	147	67.707	2.171	0.241	99.99%		116	76
	87170355	0	SR 826	NW 2ND AV
48	87018000	2.525	SR 852	WYE TO NW	S-2DR	3	92	33.58	2.74	0.382	99.99%		114	33
49	87018000	2.534	SR 852	SR 7	U-4DR	3	92	54.202	1.697	0.28	99.99%		114	33
	87140000	14.68	SR 7	SR 852
50	87026000	2.021	SR 860	DOUGLAS A	U-6DR	4	89	28.652	3.106	0.594	99.99%		112	38
51	87140000	13.58	SR 7	EXIT TO S	U-6DR	3	117	4.816	1.116	0.319	99.99%		111	56
	87140352	0	SR 7	END OF ST
52	87020000	13.982	SR 5	EUREKA DR	U-6DR	4	119	62.78	1.896	0.594	99.99%		108	64
53	87019000	1.793	SR 817	167TH TER	U-6DR	3	118	61.32	1.924	0.319	99.99%		108	54
55	87019000	4.351	SR 817	207TH ST	U-6DR	4	80	52.742	1.517	0.594	99.99%	1	106	25
56	87047000	8.535	SR 973	FLAGLER S	U-6DR	4	102	62.688	1.627	0.594	99.99%		106	42
	87053000	0	SR 968	87TH AVE
59	87020000	12.383	SR 5	200TH ST	U-6DR	4	103	54.932	1.875	0.594	99.99%	1	104	50
60	87002000	4.738	SR 823	84 ST W	U-6DR	4	96	97.637	0.983	0.594	99.99%		105	44
	87008000	2.045	SR 916	SR 823
63	87140000	12.894	SR 7	188TH ST	U-6DR	4	63	69.532	0.906	0.594	99.95%		105	16
64	87200000	4.84	SR 836	WB ENT FR	U-OLA	3	119	9.692	0.567	0.241	99.99%	2	102	64
	87200083	0.105	SR 836
67	87001000	5.951	SR 94	117TH AVE	U-6DR	4	121	85.227	1.42	0.594	99.99%		102	67
68	87002000	4.771	SR 823	SIDE ROAD	U-6DR	4	93	61.502	1.512	0.594	99.99%		102	43
69	87008000	2.014	SR 916	83RD ST W	U-4DR	3	92	20.111	4.574	0.28	99.99%		102	42
71	87120000	4.469	SR 90	132ND AVE	U-6DR	4	87	49.64	1.753	0.594	99.99%		100	40
72	87044000	1.153	SR 976	SR 985	U-6DR	4	128	2.2	1.252	0.594	99.99%	1	98	73
	87072000	4.17	SR 985	SR 976
74	87072000	4.151	SR 985	FRONTAGE	U-4DP	3	126	31.937	3.945	0.312	99.99%	1	96	72
75	87052000	0	SR 924	27TH AVE	U-TOL	4	123	97.82	1.257	0.347	99.99%		97	65
	87240000	9.864	SR 9	SR 924
	87300000	5.378	SR 924	27TH AVE
76	87090000	4.985	SR 25	SB ENT FR	R-4DR	3	65	14.6	4.452	0.161	99.99%	2	95	17
77	87090000	4.989	SR 25	NB EXIT TO	R-4DR	3	65	14.6	4.452	0.161	99.99%	2	95	17
	87471271	0	SR 821	OKEECHOBE
78	87090000	4.986	SR 25	SB EXIT TO	R-4DR	4	65	29.2	2.226	0.282	99.99%	2	95	17
District 7
3	14120000	0.021	SR52	FROM NB U	U-2DR	3	124	33.215	3.733	0.628	99.99%	1	146	47
10	14090000	0.041	SR54	PASCO PLA	U-6DR	3	114	37.613	3.031	0.319	99.99%		124	53
11	14120000	23.391	SR52	WB EXIT TO	R-2DR	3	81	14.198	5.705	0.916	99.99%		124	24
12	14120000	23.391	SR52	EB ENT FR	R-2DR	3	81	14.198	5.705	0.916	99.99%		124	24
13	15009000	2.562	SR586	SIDE ROAD	U-6DR	4	163	28.652	5.689	0.594	99.99%		122	87
15	14120000	23.43	SR52	WB ENT FR	R-2DR	3	75	14.198	5.282	0.916	99.99%		121	20
16	14120000	23.434	SR52	EB EXIT TO	R-2DR	3	75	14.198	5.282	0.916	99.99%		121	20
17	14120000	23.437	SR52	WB EXIT TO	R-2DR	3	75	14.198	5.282	0.916	99.99%		121	20
	14140008	0.119	SR93	I-75
20	14030020	0.859	SR595	MANTON LN	S-2DP	3	72	43.599	1.651	0.209	99.99%		115	21
22	14120000	23.442	SR52	EB ENT FR	R-2DR	3	70	14.198	4.93	0.916	99.99%		115	19
	14140007	0.161	SR93	SR 52
26	14010000	1.44	SR45	SR 54	U-6DR	4	109	29.246	0.843	0.594	99.99%		111	53
	14090000	0	SR54	US 41
	14570000	18.201	SR54	US 41
28	10290000	2.036	SR582	CR 581	U-6DR	4	183	66.43	2.755	0.594	99.99%		109	116
29	10010000	20.652	SR43	LUMSDEN R	S-4DR	4	140	41.61	3.365	0.411	99.99%		109	78
	10250000	0	SR676	US 301
30	14010000	1.39	SR45	MARINER P	U-6DR	3	97	54.02	1.796	0.319	99.99%	1	108	46
31	14010000	1.487	SR45	PASCO PLA	U-6DR	3	101	37.595	2.687	0.319	99.99%		102	45
33	14570002	1.66	SR54	LITTLE RD	U-6DR	4	76	48.326	1.573	0.594	99.99%		101	34
	14570101	0.191	SR54	CR 1
36	10030000	4.052	SR600	HARNEY RD	S-4DR	4	57	46.537	1.225	0.411	99.99%	1	99	28
38	10150000	9.792	SR600	HIMES AVE	U-6DR	4	115	65.517	1.755	0.594	99.99%	1	93	63
40	10040000	8.207	SR45	SR 579	U-4DR	4	152	37.686	4.033	0.456	99.99%		93	87
	10350000	0.499	SR579	SR 45
43	15150000	12.429	SR55	CR 296	S-6DR	3	111	63.327	1.753	0.253	99.99%		91	51
44	10040000	8.248	SR45	ORANGE AV	U-4DR	3	143	27.01	5.294	0.28	99.99%		89	82
45	10030000	3.522	SR600	56TH ST N	U-4DR	4	126	84.862	1.485	0.456	99.99%		88	71
	10330000	2.145	SR583	US 92
46	15060000	11.865	SR693	SR 688	S-6DR	4	118	77.562	1.521	0.516	99.99%		87	63
	15120000	8.114	SR688	SR 693
47	15040000	3.441	SR60	CR 501	U-6DR	4	105	61.32	1.712	0.594	99.99%		87	39
49	15150000	23.113	SR55	HAMMOCK P	S-6DR	4	81	77.927	1.039	0.516	99.99%		84	37
51	10040000	1.149	SR45	COLUMBUS	U-4UN	4	69	19.162	3.601	0.569	99.99%		84	29
52	10040000	1.119	SR45	FIFTEENTH	U-4UN	3	67	19.126	3.503	0.431	99.99%		84	27
56	15150000	18.84	SR55	CR528	S-6DR	3	104	79.935	1.301	0.253	99.99%	1	81	45
58	15150000	18.801	SR55	SIDE ROAD	S-6DR	3	95	79.935	1.188	0.253	99.99%	2	78	39
59	10030000	1.002	SR600	22ND ST N	U-6DR	4	112	57.305	1.954	0.594	99.99%	2	77	59
	10250000	9.627	SR585	US 92
60	10040000	1.199	SR45	FOREST AV	U-4UN	3	66	18.104	3.646	0.431	99.99%		79	31
Turnpike Enterprise
1	86472000	2.048	SR 869	SB ENT FR	U-TOL	3	65	74.679	0.87	0.17	99.99%	1	58	25
	86472102	0.612	SR 869	PAT SALER
3	86470000	14.788	SR 91	MILE MARK	U-TOL	3	39	12.931	0.345	0.17	99.99%		50	17
5	86470000	15.856	SR 91	NB ENT FR	U-TOL	3	56	3.404	0.542	0.17	99.99%		47	22
	86470118	0.578	SR 91	SR 91; MP
	86470121	0.269	SR 91	SR 91; MP
6	87471000	27.1	SR 821	SB EXIT TO	U-TOL	3	43	89.607	0.48	0.17	99.99%		45	13
	87471269	0	SR 821	SR 821; MM
8	86470000	15.847	SR 91	SB ENT FR	U-TOL	3	54	3.404	0.522	0.17	99.99%		44	21
9	86470000	15.85	SR 91	MILE MARK	U-TOL	3	54	3.404	0.522	0.17	99.99%		44	21
10	86470000	7.774	SR 91	SB ENT FR	U-TOL	3	50	14.719	0.436	0.17	99.99%		44	21
	86470110	1.66	SR 91	SR 91; MM
11	87471000	10.565	SR 821	HOMESTEAD	U-TOL	3	47	58.363	0.805	0.17	99.99%		44	27
13	87471000	5.015	SR 821	NB EXIT TO	U-TOL	3	38	44.055	0.863	0.17	99.99%	1	42	10
	87471229	0	SR 821	SR 821; MM
14	87471000	27.11	SR 821	NB ENT FR	U-TOL	3	45	89.607	0.502	0.17	99.99%		42	17
	87471268	0.367	SR 821	SR 821; MM

APPENDIX A

SAFETY IMPROVEMENT TYPES

Intersection Improvements

Type Code	Improvement Type Description
1	New signal at channelized intersection
2	New signal at non-channelized intersection
3	Add signal and channelization
4	Modify signal at channelized intersection
5	Modify signal at non-channelized intersection
6	Modify both signal and channelization
7	Modify signal and add channelization
8	Remove signal
9	Add flashing warning signal (signalization)
10	Interconnect traffic signals
11	New LT channelization w/ LT phase (signalized)
12	New LT channelization w/o LT phase (signalized)
13	New LT channelization (nonsignalized intersection)
14	Modify intersection at signalized intersection
15	Modify intersection at non-signalized intersection
16	Modify channelization and add signal
17	Increase storage lane
18	Add turn bay
19	Add right turn
20	Add LT (T-intersection)
21	Add LT (Y-intersection)
22	Add 2nd LT lane in same direction as existing
68	Upgrade lighting at intersection
120	Construct median, add signal, pavement resurfacing
124	Upgrade traffic signal
125	Traffic signals, guardrail, signing, lighting
126	Traffic signals, resurfacing, turn lanes, lighting
130	Add roundabout at intersection

Signing and Delineation

Type Code	Improvement Type Description
46	Delineation of right edge lines
47	Delineation of painted median edge lines
48	Centerline striping
49	Delineation of no passing stripes
50	Delineation of reflectorized guide markers
51	Delineation of reflectorized raised pavement markers (center line)
52	Delineation of general pavement markings (stop bar, ped. crossing, code 46-51)
53	Delineation of guide posts on curves
54	Intersection delineation
55	Curve warning signing
56	Chevrons signing
57	All-way stops signing
58	Overhead directional (where to turn) signing
59	Roadside directional (where to turn) signing
60	Overhead lane designation signing
61	Minor leg stop control signing
62	Yield sign
63	Advanced warning signs
64	Intersection directional or warning signs
72	Intersection flashers four leg red-yellow
73	Intersection flashers three leg red-yellow
74	Intersection flashers four way red
76	Advanced warning flashers (curve & intersection)
77	Install flashing warning signal (flashing beacon)
115	Signing and pavement markings

Roadway / Structure Improvements

Type Code	Improvement Type Description
30	Add painted median
31	Add raised median
32	Increase median width
33	Add two-way LT lanes
39	Pavement deslicking
40	Skid Hazard overlay
41	Pavement grooving
42	Eliminate parking
43	Change two-way operation to one-way
44	Prohibit turns
45	Modify speed limit (increase or decrease)
65	New roadway segment lighting
66	Upgrade roadway segment lighting
70	Bridge approach lighting
71	Underpass lighting
84	Realignment
85	Superelevation
86	Modify/Close median openings
87	Relocate drives
88	Curtail turning movements
89	Increase radii at intersection
90	Widen travel way
91	Widen shoulder
93	Construct grade separation
94	Widen bridge (min. of 6 feet)
95	Reconstruct road & shoulders
96	Reconstruct curve
97	Construct interchange
98	Lengthen accel/decel lanes
99	Extend drop lane
100	Install rumble strips
102	Install Accel/Decel lane
104	Sight distance improvements
106	Lanes added to travel way
109	Over/Under passes for pedestrians and/or bicycles
117	Add paved shoulders
118	Add turn lane/s & pavement resurfacing
121	Reconstruct median/median improvements
122	Construct LT and RT lanes
123	Paved shoulders & rumble strips
127	Resurface, guardrail, signing, pavement markings

Roadside Improvements

Type Code	Improvement Type Description
78	Obstacle Removal/Hazard Mitigation
79	Relocate obstacle 30 feet from road
80	Convert to breakaway
101	Flatten side slopes
105	Minor structures replaced or improved for safety
108	Sidewalk construction
110	Fencing or other pedestrian barriers

Safety Appurtenances

Type Code	Improvement Type Description
23	Guardrail at bridges end
24	Guardrail at steep embankments
25	Guardrail at steep embankments with curve
26	Guardrail at roadside obstacles (piers, sign posts, poles, etc.)
27	Guardrail end treatments
28	Guardrail relocation
29	Guardrail removal
34	Install concrete median barrier
35	Install double sided guardrail on wider median
36	Install attenuator type (IBC) barrier
37	Upgrade to concrete median barrier
38	Upgrade to attenuator barrier
81	Cushion attenuators
82	Install guardrail
83	Upgrade substandard bridgerail
107	Upgraded guardrail
114	Impact Attenuators

Traffic Calming

Type Code	Improvement Type Description
116	Install Traffic Calming Features

Pedestrian Related Improvements

Type Code	Improvement Type Description
92	Add 4 foot shoulders (bike lane)
103	Upgrade signal and add pedestrian feature
111	Ramps on existing curbs
112	New bikeway/multi-use path construction
113	Bicycle non-construction improvements
119	Reconstruct bicycle/multi-use path
128	Add Ped crossing mid-block with signals
129	Add Ped crossing mid-block without signals

5% REPORT – SEGMENT CODE VALUES

DIST RANK: This reference number indicates the segment position on a ranking by number of injuries.

CO-SEC-SUB: This 8 digit number, based on the Department's linear referencing schema, identifies the part of the State Road system that contains the roadway segment. The first two digits are the numeric D.O.T. code for County; the third, fourth, and fifth digits are the linear referencing section for the State Road System within County, and the sixth, seventh, and eighth digits identify the subdivision of the primary section.

BMP: The milepost on the CO-SEC-SUB that identifies the exact point where the segment begins.

EMP: The milepost on the CO-SEC-SUB that identifies the exact point where the segment ends.

SR #: This is the State route number assigned to the location.

LENGTH: Indicates the total length of the segment identified.

CRC - CRASH RATE CATEGORY: This five digit alpha/numeric code is a combination of Rural/Urban/ Suburban classification, number of lanes, divided/undivided code, type of median, and subsection type:

- "INT" mean Interstate
- "TOL" means Toll Road
- "OLA" means Other Limited Access
- "RAMP" means Ramp
- "1WAY" means One Way
- "UNKN" means Unknown

For the remaining categories:

- The first letter "U" means "Urban" (Curb & Gutter); "S" means "Suburban" (Open drainage inside City or Urban Area); "R" means Rural
(Open drainage outside City and Urban Area).
- After the hyphen (-) the number indicates the number of thru lanes: "2" means 2-3, "4" means 4-5, "6" means 6 or more.
- The letter in the fourth position distinguishes Divided ("D") from Undivided ("UN")
- The final letter indicates the type median: "R" for Raised, "P" for Painted, and "UN" for Not Divided.

NUMBER OF CRASHES: The number of crashes that have occurred on that roadway segment during the 3 years spanned by this analysis.

ADT: The average number of vehicles per day traveling through this roadway segment.

ACTUAL CRASH RATE: The crash rate along the segment, determined by dividing the number of crashes for the three year time span of the analysis by the ADT times 365 days, times 3 years. It is In units of crashes per million vehicle miles traveled.

AVERAGE RATE: The statewide average crash rate, per roadway type from the segment crash rate statistics tables.

CONFIDENCE LEVEL: The confidence level determined from the Poisson Rate Quality Control Formula. It is expressed as a percentage rating that represents the degree of certainty with which the analyzing program can say that the segment is really a high-crash location.

FATALITIES: The total number of fatalities (INJSEV = 5) as a result of crashes related to the segment, for the 3 years spanned by the analysis.

INJURIES: The total number of injuries (INJSEV 2, 3, OR 4) as a result of crashes related to the segment, for the 3 years spanned by the analysis.

PDO's: The total number of crashes related to the segment, for the 3 years spanned by the analysis, for which no injuries were reported.

DIST RANK: This reference number indicates the segment position on a ranking by number of injuries.

MP: The milepost on the CO-SEC-SUB that identifies the exact point where the intersection exists. When multiple State Roads intersect, there should be multiple CO-SEC-SUB and MPs noted.

SR #: This is the State route number assigned to the location.

INTERSECTING FEATURE DESCRIPTION: This column gives the first nine characters of the description for the intersecting feature at the identified location.

- "INT" mean Interstate
- "TOL" means Toll Road
- "OLA" means Other Limited Access
- "RAMP" means Ramp
- "1WAY" means One Way
- "UNKN" means Unknown

For the remaining categories:

- The first letter "U" means "Urban" (Curb & Gutter); "S" means "Suburban" (Open drainage inside City or Urban Area); "R" means Rural
(Open drainage outside City and Urban Area).
- After the hyphen (-) the number indicates the number of thru lanes: "2" means 2-3, "4" means 4-5, "6" means 6 or more.
- The letter in the fourth position distinguishes Divided ("D") from Undivided ("UN")
- The final letter indicates the type median: "R" for Raised, "P" for Painted, and "UN" for Not Divided.

NUMBER OF LEGS: This is the number of roadways that enter the intersection.

NUMBER OF CRASHES: The number of crashes that occurred on that roadway segment during the 3 years spanned by this analysis.

MILLIONS OF VEHICLES: The average number of entering vehicles per day for all legs multiplied by 365 and multiplied by 3 years of the analysis period to get the number of vehicles that pass thru the intersection in the analysis period.

ACTUAL CRASH RATE: The crash rate at the intersection, determined by dividing the number of crashes at the intersection for the time spanned by the analysis by the million of entering vehicles for the year span. It is in units of crashes per million vehicles.

INTERSECTION TYPE AVERAGE: The statewide average crash rate, per roadway type and number of legs from the intersection-based crash rate statistics tables.

FATALITIES: The total number of fatalities (INJSEV = 5) as a result of crashes related to the intersection, for the 3 years spanned by the analysis.

INJURIES: The total number of injuries (INJSEV 2, 3, OR 4) as a result of crashes related to the intersection, for the 3 years spanned by the analysis.

PDO's: The total number of crashes related to the intersection, for the 3 years spanned by the analysis, for which no injuries were reported.

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