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)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belvedere Rd to SB I-95 ' (1) ·
'Cabbage Slough ' (1) ·
'E-1 Canal ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Moore's Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
Number 008:
700030 (1) ·
700117 (1) ·
700194 (1) ·
790021 (1) ·
790028 (1) ·
790029 (1) ·
790030 (1) ·
790097 (1) ·
790218 (1) ·
930370 (1) ·
930463 (1) ·
930477 (1) ·
934259 (1) ·
934929 (1) ·
945009 (1)
Location 009:
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'AT US-441 SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
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 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 not over waterway. (1)
Future 114: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
