Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Fay Blvd. ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Island Way ' (1) ·
'Port St. Lucie Bld' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-407 ' (1) ·
'US 192 WB ' (1) ·
'US-192 EB ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700091 (1) ·
700233 (1) ·
700234 (1) ·
704154 (1) ·
704161 (1) ·
790082 (1) ·
790083 (1) ·
790166 (1) ·
790167 (1) ·
880100 (1) ·
930245 (1) ·
930246 (1) ·
930479 (1) ·
934177 (1) ·
940142 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049: (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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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