Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Dirksen Dr ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Indian River ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'Pine Street ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-401 ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St Johns River ' (1) ·
'Tomoka River ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-407 NB ' (1) ·
'SR-44 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
10200 (1) ·
10500 (1) ·
106800 (1) ·
15250 (1) ·
16500 (1) ·
19000 (1) ·
19500 (1) ·
20000 (1) ·
20150 (1) ·
203082 (1) ·
21300 (1) ·
25474 (1) ·
3000 (1) ·
31669 (1) ·
35500 (1) ·
4000 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
4850 (1) ·
55000 (1) ·
5900 (1) ·
6800 (1) ·
68700 (1) ·
77000 (1) ·
78500 (1) ·
90900 (1) ·
9350 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
100 (1) ·
101 (1) ·
108 (1) ·
110 (1) ·
111 (1) ·
118 (1) ·
119 (1) ·
143 (1) ·
148 (1) ·
166 (1) ·
24 (1) ·
25 (1) ·
30 (1) ·
35 (1) ·
36 (1) ·
397 (1) ·
40 (1) ·
42 (1) ·
44 (1) ·
45 (1) ·
47 (1) ·
50 (1) ·
52 (1) ·
54 (1) ·
55 (1) ·
63 (1) ·
64 (1) ·
66 (1) ·
67 (1) ·
70 (1) ·
72 (1) ·
73 (1) ·
93 (1) ·
96 (1) ·
99 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
10236 (1) ·
11798 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
17697 (1) ·
18218 (1) ·
185298 (1) ·
26459 (1) ·
28628 (1) ·
32965 (1) ·
33832 (1) ·
34700 (1) ·
34960 (1) ·
352347 (1) ·
36956 (1) ·
44197 (1) ·
5205 (1) ·
54946 (1) ·
61592 (1) ·
6940 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
8415 (1) ·
95425 (1)
Clearance 116:
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