Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boynton Canal C16 ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'Creek ' (1) ·
'E-3 Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Frazier Creek ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL D ' (1) ·
'MOORES CREEK ' (1) ·
'Pine Street ' (1) ·
'Rockledge Canal ' (1) ·
'SR-404 ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Richland Ave ' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US1(SR5) ' (1)
Number 008:
700075 (1) ·
700087 (1) ·
700141 (1) ·
700151 (1) ·
700951 (1) ·
704013 (1) ·
790035 (1) ·
790049 (1) ·
884023 (1) ·
890002 (1) ·
930001 (1) ·
930265 (1) ·
930325 (1) ·
934100 (1) ·
934213 (1) ·
936801 (1) ·
945000 (1)
Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (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:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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 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 17 results in range #1 to #17.
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