Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Aurantia Rd. ' (1) ·
'C-54 Canal ' (1) ·
'Cow Creek ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'Fellsmere Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Maytown Rd. ' (1) ·
'Spruce Creek ' (1) ·
'SR 60 ' (1) ·
'SR-406 ' (1) ·
'SR-421 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-50 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-524 ' (1) ·
'Tillman Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
700119 (1) ·
700122 (1) ·
700123 (1) ·
700127 (1) ·
700128 (1) ·
700132 (1) ·
700134 (1) ·
700138 (1) ·
700232 (1) ·
700238 (1) ·
790059 (1) ·
790061 (1) ·
790063 (1) ·
790065 (1) ·
790078 (1) ·
790081 (1) ·
790083 (1) ·
790227 (1) ·
790229 (1) ·
790246 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1)
Location 009:
'0.2mi. S of Williamson Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Over Fellsmere Canal ' (1)
Latitude 016:
27363540 (1) ·
27364168 (1) ·
27382038 (1) ·
27460370 (1) ·
27493323 (1) ·
27493735 (1) ·
28004737 (1) ·
28071404 (1) ·
28084581 (1) ·
28213537 (1) ·
28222835 (1) ·
28330662 (1) ·
28365910 (1) ·
28434007 (1) ·
28495944 (1) ·
28554328 (1) ·
28570264 (1) ·
29004609 (1) ·
29052700 (1) ·
29062200 (1) ·
29071499 (1) ·
29154558 (1) ·
29195849 (1) ·
29200900 (1)
Longitude 017:
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80330480 (1) ·
80332834 (1) ·
80333220 (1) ·
80382659 (1) ·
80422077 (1) ·
80422093 (1) ·
80474023 (1) ·
80481496 (1) ·
80510378 (1) ·
80510507 (1) ·
80531567 (1) ·
80544266 (1) ·
80562450 (1) ·
80570125 (1) ·
80591524 (1) ·
81011300 (1) ·
81014200 (1) ·
81024200 (1) ·
81070414 (1) ·
81075150 (1) ·
81075169 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 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) ·
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:
Clearance 116:
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