Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Dirksen Drive ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Lateral A Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Padgett Creek ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'Belvede to NB I-95' (1) ·
'CR-630 (41st St.) ' (1) ·
'Dubber Road ' (1) ·
'I-4 WB ' (1) ·
'Kings Highway ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR-714 ' (1) ·
'STAR ISLAND WAY ' (1)
Number 008:
705601 (1) ·
790042 (1) ·
790941 (1) ·
884104 (1) ·
885602 (1) ·
885605 (1) ·
890121 (1) ·
890122 (1) ·
890159 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
940007 (1)
Location 009:
'0.1MI. E of KANNER HWY ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
Inspect Date 090: (Click arrow to add another value)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
