Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Brevard
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Waterway
Use the filters below to narrow your results.
ObjectID:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Drainage Ditch ' (1) ·
'Eau Gallie River ' (1) ·
'Eau-Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'Goat Creek ' (1) ·
'Horse Creek ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'SR-507 ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
Horse Creek (1) ·
Indian River ICW (1) ·
Indian River Relief East (1) ·
Tillman Canal (1)
'Americana Blvd. ' (1) ·
'Banana River Drive' (1) ·
'Brittan Avenue ' (1) ·
'Croton Road ' (1) ·
'Eldron Blvd. ' (1) ·
'Fountainhead Blvd.' (1) ·
'Girard Blvd. ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Malabar Rd ' (1) ·
'Minton Road CR-509' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Library ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pinehurst Ave N ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'Richland Ave ' (1) ·
'Service Road ' (1) ·
'SR-3 ' (1) ·
'SR-404 EB ' (1) ·
'SR-507 ' (1) ·
'SR-507 NB ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'Valkaria Road ' (1) ·
'Willowood Drive ' (1) ·
SR-507 SB (1) ·
SR-518 (1) ·
SR-520 (1) ·
US-1 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
11321 (1) ·
1226 (1) ·
1227 (1) ·
13250 (1) ·
14500 (1) ·
15607 (1) ·
16747 (1) ·
17250 (1) ·
18500 (1) ·
200 (1) ·
21400 (1) ·
2171 (1) ·
23000 (1) ·
2569 (1) ·
26500 (1) ·
27000 (1) ·
2871 (1) ·
3012 (1) ·
304 (1) ·
31500 (1) ·
35500 (1) ·
37000 (1) ·
3767 (1) ·
42500 (1) ·
439 (1) ·
4484 (1) ·
45360 (1) ·
46500 (1) ·
4689 (1) ·
50 (1) ·
52000 (1) ·
5975 (1) ·
607 (1) ·
8198 (1) ·
8929 (1) ·
9633 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
10319 (1) ·
11174 (1) ·
13132 (1) ·
1417 (1) ·
1419 (1) ·
18041 (1) ·
19426 (1) ·
22989 (1) ·
25158 (1) ·
2741 (1) ·
2970 (1) ·
29929 (1) ·
32098 (1) ·
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3494 (1) ·
353 (1) ·
37129 (1) ·
39905 (1) ·
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50 (1) ·
500 (1) ·
508 (1) ·
5182 (1) ·
5420 (1) ·
54652 (1) ·
61592 (1) ·
6408 (1) ·
64195 (1) ·
6812 (1) ·
704 (1) ·
73738 (1) ·
78700 (1) ·
80678 (1) ·
90220 (1) ·
9475 (1)
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