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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'E-1 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Elbow Creek ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River West Relief' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Long Creek ' (1) ·
'Main Canal ' (1) ·
'Middle Haw Creek ' (1) ·
'N Fork St. Lucie River ' (1) ·
'North Lake ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB SR-710 ' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JUPITER BEACH RD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'VETERANS WALK ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
13300 (1) ·
1350 (1) ·
1500 (1) ·
15250 (1) ·
16000 (1) ·
18000 (1) ·
18500 (1) ·
2000 (1) ·
21000 (1) ·
21300 (1) ·
23000 (1) ·
25250 (1) ·
260 (1) ·
280 (1) ·
28500 (1) ·
29250 (1) ·
31000 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
39500 (1) ·
4200 (1) ·
46500 (1) ·
4800 (1) ·
50500 (1) ·
52000 (1) ·
5500 (1) ·
5900 (1) ·
600 (1) ·
6700 (1) ·
6900 (1) ·
7150 (1)
Traffic Year 030:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10236 (1) ·
1041 (1) ·
11624 (1) ·
11972 (1) ·
12 (1) ·
12405 (1) ·
20 (1) ·
2020 (1) ·
23076 (1) ·
2342 (1) ·
2500 (1) ·
2603 (1) ·
26459 (1) ·
27760 (1) ·
31230 (1) ·
32098 (1) ·
325 (1) ·
350 (1) ·
36435 (1) ·
36956 (1) ·
39905 (1) ·
43809 (1) ·
49448 (1) ·
50749 (1) ·
53785 (1) ·
57255 (1) ·
59858 (1) ·
61592 (1) ·
68532 (1) ·
6940 (1) ·
80678 (1) ·
8328 (1) ·
87618 (1) ·
90220 (1) ·
9625 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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