Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
DeBary (1) ·
Delray Beach (1) ·
Deltona (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Park (1) ·
Malabar (1) ·
Merritt Island (1) ·
Ormond Beach (1) ·
Riviera Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CLEAR LAKE ' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Dirksen Dr ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Lake Washington Road ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'None ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Padgett Creek ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-401 ' (1) ·
'SR-514 ' (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:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 to Gateway' (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) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 NB ' (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 86.95' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
106500 (1) ·
12250 (1) ·
13000 (1) ·
15250 (1) ·
16250 (1) ·
16500 (1) ·
19000 (1) ·
19500 (1) ·
20000 (1) ·
20150 (1) ·
203082 (1) ·
21300 (1) ·
22500 (1) ·
25250 (1) ·
25474 (1) ·
3000 (1) ·
31669 (1) ·
35500 (1) ·
40500 (1) ·
41250 (1) ·
44400 (1) ·
47500 (1) ·
55000 (1) ·
64500 (1) ·
6800 (1) ·
68700 (1) ·
78500 (1) ·
90900 (1) ·
9350 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
101 (1) ·
108 (1) ·
110 (1) ·
111 (1) ·
118 (1) ·
119 (1) ·
143 (1) ·
148 (1) ·
166 (1) ·
173 (1) ·
223 (1) ·
25 (1) ·
27 (1) ·
35 (1) ·
36 (1) ·
38 (1) ·
40 (1) ·
42 (1) ·
43 (1) ·
44 (1) ·
45 (1) ·
47 (1) ·
53 (1) ·
54 (1) ·
55 (1) ·
60 (1) ·
63 (1) ·
64 (1) ·
65 (1) ·
66 (1) ·
67 (1) ·
70 (1) ·
72 (1) ·
73 (1) ·
77 (1) ·
93 (1) ·
99 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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:
Inspect Date 090:
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:
111908 (1) ·
11798 (1) ·
119194 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
184778 (1) ·
21254 (1) ·
22555 (1) ·
26459 (1) ·
28194 (1) ·
28628 (1) ·
32965 (1) ·
33832 (1) ·
34700 (1) ·
34960 (1) ·
352347 (1) ·
36956 (1) ·
39037 (1) ·
43809 (1) ·
44197 (1) ·
5205 (1) ·
54946 (1) ·
61592 (1) ·
70268 (1) ·
71569 (1) ·
77034 (1) ·
82412 (1) ·
95425 (1)
Clearance 116:
Showing below up to 49 results in range #1 to #49.
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