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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-24 Canal ' (1) ·
'CANAL ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'HOWARD CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1)
Critical 006b:
Facility 007:
'AUDUBON CSWY ' (1) ·
'Becker Rd. ' (1) ·
'Crosstown Parkway ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-1 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1)
Number 008:
936451 (1) ·
940001 (1) ·
940049 (1) ·
940061 (1) ·
940079 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940108 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940113 (1) ·
940114 (1) ·
940115 (1) ·
940116 (1) ·
940121 (1) ·
941001 (1) ·
944018 (1) ·
945274 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'I-95 over Midway Road ' (1)
Latitude 016:
26335150 (1) ·
27123412 (1) ·
27133752 (1) ·
27154481 (1) ·
27154501 (1) ·
27155060 (1) ·
27155288 (1) ·
27160451 (1) ·
27160498 (1) ·
27163478 (1) ·
27171853 (1) ·
27172347 (1) ·
27173677 (1) ·
27173720 (1) ·
27174000 (1) ·
27174425 (1) ·
27201626 (1) ·
27211679 (1) ·
27211974 (1) ·
27222697 (1) ·
27222932 (1)
Longitude 017:
80024030 (1) ·
80171083 (1) ·
80171233 (1) ·
80200100 (1) ·
80202976 (1) ·
80210806 (1) ·
80210855 (1) ·
80213627 (1) ·
80221024 (1) ·
80221116 (1) ·
80221334 (1) ·
80222735 (1) ·
80243196 (1) ·
80243677 (1) ·
80244973 (1) ·
80245174 (1) ·
80251481 (1) ·
80251602 (1) ·
80251811 (1) ·
80252110 (1) ·
80253500 (1)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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:
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) ·
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: (Click arrow to add another value)
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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