Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'Little Lake Worth ' (1) ·
'Spruce Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-421 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
700043 (1) ·
700221 (1) ·
700232 (1) ·
700238 (1) ·
790189 (1) ·
790200 (1) ·
790201 (1) ·
790202 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790211 (1) ·
790218 (1) ·
790219 (1) ·
790227 (1) ·
790229 (1) ·
890145 (1) ·
930492 (1) ·
930546 (1)
Location 009:
'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'1st overpass east of I-95' (1) ·
'Buffer Preserve Drive ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
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 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 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:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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