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:
'Australian Ave and Canal' (1) ·
'C-51 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-404 ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-507 NB ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
SR-507 SB (1)
Number 008:
700013 (1) ·
700075 (1) ·
700107 (1) ·
700141 (1) ·
700185 (1) ·
700190 (1) ·
790058 (1) ·
790059 (1) ·
790084 (1) ·
930428 (1) ·
930446 (1) ·
930472 (1) ·
930480 (1) ·
934282 (1) ·
940055 (1) ·
940108 (1) ·
940109 (1)
Location 009:
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Just west of I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
SR-507 SB-Tillman Canal (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 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 17 results in range #1 to #17.
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