Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'City St. & Crane Creek ' (1) ·
'Conners Canal ' (1) ·
'CR-515 & Indian River ' (1) ·
'Halifax River ' (1) ·
'I-4 EB Ramp B ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Middle Haw Creek ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Lucie Canal ' (1) ·
'Turkey Creek ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
'EB Martin Downs Bd' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-40 ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-472 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
'WB Spanish River ' (1)
Number 008:
700006 (1) ·
700015 (1) ·
700018 (1) ·
700030 (1) ·
700113 (1) ·
700137 (1) ·
700183 (1) ·
700203 (1) ·
790055 (1) ·
790106 (1) ·
790147 (1) ·
790150 (1) ·
790172 (1) ·
790920 (1) ·
880051 (1) ·
880077 (1) ·
890038 (1) ·
890132 (1) ·
890133 (1) ·
930154 (1) ·
930226 (1)
Location 009:
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26231074 (1) ·
26231130 (1) ·
27070958 (1) ·
27071400 (1) ·
27102221 (1) ·
27375640 (1) ·
27452066 (1) ·
28015978 (1) ·
28043878 (1) ·
28053192 (1) ·
28081497 (1) ·
28212281 (1) ·
28240489 (1) ·
28241813 (1) ·
28243313 (1) ·
28582691 (1) ·
29015737 (1) ·
29021928 (1) ·
29083964 (1) ·
29091631 (1) ·
29143956 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80154828 (1) ·
80160809 (1) ·
80161732 (1) ·
80221680 (1) ·
80252909 (1) ·
80344732 (1) ·
80360766 (1) ·
80360835 (1) ·
80375608 (1) ·
80394909 (1) ·
80430520 (1) ·
80444580 (1) ·
80494830 (1) ·
80542264 (1) ·
80545970 (1) ·
80590233 (1) ·
81044346 (1) ·
81133337 (1) ·
81175636 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
Inspect Date 090:
Direction 102:
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 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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
