Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12123 (1) ·
12124 (1) ·
12132 (1) ·
12229 (1) ·
15222 (1) ·
15601 (1) ·
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15604 (1) ·
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17869 (1) ·
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19457 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-17 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'Crane Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee Slough ' (1) ·
'Sawgrass Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 710 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'US 192 WB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700018 (1) ·
700023 (1) ·
700033 (1) ·
700174 (1) ·
700181 (1) ·
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930557 (1)
Location 009:
'.5 Mi W of SR-507 ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26461200 (1) ·
26484490 (1) ·
26492016 (1) ·
26492039 (1) ·
26500886 (1) ·
26502106 (1) ·
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26522014 (1) ·
27004322 (1) ·
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28051366 (1) ·
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28053134 (1) ·
28053192 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80053100 (1) ·
80054200 (1) ·
80054600 (1) ·
80060970 (1) ·
80074689 (1) ·
80092239 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80112928 (1) ·
80144324 (1) ·
80144509 (1) ·
80271724 (1) ·
80271798 (1) ·
80315267 (1) ·
80341739 (1) ·
80343718 (1) ·
80345659 (1) ·
80345692 (1) ·
80352939 (1) ·
80352988 (1) ·
80374655 (1) ·
80450403 (1) ·
80450449 (1) ·
80454965 (1) ·
80454978 (1) ·
80494825 (1) ·
80494830 (1)
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:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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:
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:
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 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 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 31 results in range #1 to #31.
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