View table: bridge_data
From Indian River Lagoon Project
Table structure:
- ObjectID - String
- Status - String
- Date - String
- County_003 - String
- Place_004 - String
- Route_005d - String
- Direction_005e - String
- Features_006a - String
- Critical_006b - String
- Facility_007 - String
- Number_008 - String
- Location_009 - String
- Latitude_016 - String
- Longitude_017 - String
- Owner_022 - String
- Built_027 - String
- Lanes_028a - String
- Traffic_029 - String
- Traffic_Year_030 - String
- Service_On_042a - String
- Service_Under_042b - String
- Kind_043a - String
- Type_043b - String
- Length_049 - String
- Width_052 - String
- Deck_058 - String
- Superstructure_059 - String
- Substructure_060 - String
- Channel_061 - String
- Culvert_062 - String
- Inspect_Date_090 - String
- Direction_102 - String
- Rebuilt_106 - String
- Deck_Type_107 - String
- Scour_113 - String
- Future_114 - String
- Future_Year_115 - String
- Clearance_116 - String
This table has 1,468 rows altogether.
Page | ObjectID | Status | Date | County 003 | Place 004 | Route 005d | Direction 005e | Features 006a | Critical 006b | Facility 007 | Number 008 | Location 009 | Latitude 016 | Longitude 017 | Owner 022 | Built 027 | Lanes 028a | Traffic 029 | Traffic Year 030 | Service On 042a | Service Under 042b | Kind 043a | Type 043b | Length 049 | Width 052 | Deck 058 | Superstructure 059 | Substructure 060 | Channel 061 | Culvert 062 | Inspect Date 090 | Direction 102 | Rebuilt 106 | Deck Type 107 | Scour 113 | Future 114 | Future Year 115 | Clearance 116 |
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Template:Bridge Data fetch | 12113 | MM | 04-03 | Brevard | Titusville | 00405 | 'FECRR ' | 'SR-405 WB ' | 700002 | 'SR-405 WB - FECRR ' | 28314033 | 80472715 | FDOT | 1969 | 3 | 7100 | 2016 | Highway | Railroad | Prestressed concrete | Stringer/Multi-beam/Girder | 58 | 14 | Good | Good | Good | N/A | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 12318 | 2038 | ||||
Template:Bridge Data fetch | 12114 | AM | 12-02 | Brevard | 00005 | 'Kid Creek ' | 'US-1 ' | 700003 | '3.4 Miles South of SR-514' | 27573877 | 80322419 | FDOT | 1964 | 4 | 16290 | 2016 | Highway | Waterway | Concrete | Culvert | 7 | 0 | N/A | N/A | N/A | 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. | 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. | 04-16 | 2 - way | N/A | 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 | 28263 | 2038 | |||||
Template:Bridge Data fetch | 12115 | MM | 04-03 | Brevard | Indialantic | 00005 | 'City St. & Crane Creek ' | 'US-1 ' | 700006 | 'US-1 - Crane Cr & City St' | 28043878 | 80360835 | FDOT | 1959 | 7 | 36000 | 2016 | Highway - Pedestrian | Highway - Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 104 | 29 | Good | Satisfactory | Satisfactory | 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. | N/A | 10-17 | 2 - way | 1990 | Concrete Cast-in-Place | 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 | 62460 | 2038 | |||
Template:Bridge Data fetch | 12116 | MM | 05-03 | Brevard | Melbourne | 00005 | 'Elbow Creek ' | 'US-1 ' | 700007 | 'US-1 over Elbow Creek ' | 28070512 | 80374336 | FDOT | 1961 | 7 | 46500 | 2016 | Highway - Pedestrian | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 98 | 30 | Satisfactory | Good | Satisfactory | 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. | N/A | 11-17 | 2 - way | 1990 | Concrete Cast-in-Place | 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 | 80678 | 2038 | |||
Template:Bridge Data fetch | 12117 | MM | 05-03 | Brevard | Melbourne | 00005 | 'Eau Gallie River ' | 'US-1 ' | 700008 | 'US-1- Eau Gallie River ' | 28072700 | 80375049 | FDOT | 1961 | 7 | 52000 | 2016 | Highway - Pedestrian | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 82 | 30 | Satisfactory | Good | Satisfactory | 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. | N/A | 11-17 | 2 - way | 1990 | Concrete Cast-in-Place | 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 | 90220 | 2038 | |||
Template:Bridge Data fetch | 12118 | AM | 12-02 | Brevard | Titusville | 00005 | 'FECRR ' | 'US-1 ' | 700012 | 'US-1 - FECRR ' | 28370979 | 80483851 | FDOT | 1936 | 4 | 20300 | 2016 | Highway | Railroad | Concrete | Tee beam | 36 | 24 | Satisfactory | Satisfactory | Satisfactory | N/A | N/A | 09-17 | 2 - way | 1961 | Concrete Cast-in-Place | Bridge not over waterway. | 35220 | 2038 | |||
Template:Bridge Data fetch | 12119 | AM | 12-02 | Brevard | 00050 | 'St. Johns River ' | 'SR-50 WB ' | 700013 | 'SR-50 WB -St Johns River ' | 28323763 | 80555859 | FDOT | 1971 | 2 | 5400 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 70 | 13 | Good | Good | Fair | 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. | N/A | 12-17 | 1 - way | Concrete Cast-in-Place | 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 | 9369 | 2038 | |||||
Template:Bridge Data fetch | 12120 | MM | 03-03 | Brevard | Cape Canaveral | 00528 | 'US-1 & FECRR ' | 'SR-528 WB ' | 700014 | 'SR-528 WB - US-1 & FECRR ' | 28240145 | 80451074 | FDOT | 1963 | 3 | 20000 | 2016 | Overpass | Highway-railroad | Prestressed concrete | Stringer/Multi-beam/Girder | 99 | 14 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | 1970 | Concrete Cast-in-Place | Bridge not over waterway. | 34700 | 2038 | |||
Template:Bridge Data fetch | 12121 | MM | 03-03 | Brevard | Cocoa | 00528 | 'CR-515 & Indian River ' | 'SR-528 WB ' | 700015 | 'SR-528 WB - CR-515 ' | 28240489 | 80444580 | FDOT | 1963 | 2 | 25474 | 2016 | Highway | Highway - Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 143 | 10 | Good | Satisfactory | Good | 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. | N/A | 10-17 | 1 - way | 2001 | Concrete Cast-in-Place | 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 | 44197 | 2038 | |||
Template:Bridge Data fetch | 12122 | AM | 12-02 | Brevard | Merritt Island | 00528 | 'SR-3 ' | 'SR-528 ' | 700017 | 'SR-528 WB over SR-3 ' | 28241933 | 80422081 | FDOT | 1971 | 2 | 12250 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 11 | Good | Good | Good | N/A | N/A | 03-16 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 21254 | 2038 | ||||
Template:Bridge Data fetch | 12123 | MM | 04-03 | Brevard | 00500 | 'Sawgrass Creek ' | 'US-192 EB ' | 700018 | 'US-192EB - Sawgrass Creek' | 28053192 | 80494830 | FDOT | 1967 | 2 | 4400 | 2016 | Highway | Waterway | Concrete | Slab | 21 | 14 | Satisfactory | Satisfactory | Good | 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. | N/A | 03-17 | 1 - way | 2004 | Concrete Cast-in-Place | 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 | 7634 | 2038 | ||||
Template:Bridge Data fetch | 12124 | MM | 04-03 | Brevard | 00500 | 'St Johns River Relief ' | 'US-192 WB ' | 700023 | 'US-192 WB-St Johns Relief' | 28053027 | 80454965 | FDOT | 1966 | 2 | 4400 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 63 | 13 | Good | Good | Satisfactory | 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. | N/A | 03-17 | 1 - way | 2004 | Concrete Cast-in-Place | 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 | 7634 | 2038 | ||||
Template:Bridge Data fetch | 12125 | AM | 12-02 | Brevard | Cape Canaveral | 00528 | 'Sykes Creek ' | 'SR-528 ' | 700025 | 'SR-528 WB - Sykes Creek ' | 28241941 | 80413927 | FDOT | 1963 | 2 | 12250 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 37 | 10 | Good | Good | Good | 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. | N/A | 03-16 | 1 - way | 2002 | N/A | 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 | 21254 | 2038 | |||
Template:Bridge Data fetch | 12126 | MM | 03-03 | Brevard | Merritt Island | 00528 | 'Banana River Drive ' | 'SR-528 WB ' | 700026 | '2.55 Miles East of SR-3 ' | 28241877 | 80394904 | FDOT | 1963 | 2 | 12250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 27 | 10 | Good | Good | Good | N/A | N/A | 01-18 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 21254 | 2038 | ||||
Template:Bridge Data fetch | 12127 | AM | 12-02 | Brevard | Merritt Island | 00528 | 'Banana River Relief ' | 'SR-528 ' | 700027 | '2.85 Miles East of SR-3 ' | 28241880 | 80393049 | FDOT | 1963 | 2 | 19500 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 85 | 10 | Satisfactory | Good | Fair | 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. | N/A | 01-18 | 1 - way | Concrete Cast-in-Place | 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 | 33832 | 2038 | ||||
Template:Bridge Data fetch | 12128 | AM | 12-02 | Brevard | Cape Canaveral | 00528 | 'Banana River ' | 'SR-528 ' | 700028 | '0.7MI W OF SR-401 ' | 28241892 | 80384626 | FDOT | 1963 | 2 | 19500 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 340 | 10 | Satisfactory | Good | Fair | 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. | N/A | 07-16 | 1 - way | Concrete Cast-in-Place | 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 | 33832 | 2038 | ||||
Template:Bridge Data fetch | 12129 | AM | 12-02 | Brevard | Titusville | 00405 | 'US-1 ' | 'SR-405 WB ' | 700029 | 'SR-405 WB - US-1 ' | 28314034 | 80472222 | FDOT | 1964 | 3 | 7100 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 68 | 14 | Good | Good | Good | N/A | N/A | 12-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 12318 | 2038 | ||||
Template:Bridge Data fetch | 12130 | MM | 03-03 | Brevard | Cape Canaveral | 00401 | 'Service Rd & Canal ' | 'SR-401 SB ' | 700030 | 'SR-401 SB - Barge Canal ' | 28243313 | 80375608 | FDOT | 1963 | 2 | 5900 | 2017 | Highway | Highway - Waterway | Steel | Movable - Bascule | 96 | 11 | Satisfactory | Satisfactory | Satisfactory | 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. | N/A | 09-16 | 1 - way | 2011 | Open Grating | 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 | 10236 | 2039 | |||
Template:Bridge Data fetch | 12131 | MM | 03-03 | Brevard | Cape Canaveral | 00401 | 'Service Rd & Canal ' | 'SR-401 SB ' | 700031 | 'SR-401 SB - Barge Canal ' | 28243314 | 80375690 | FDOT | 1963 | 1 | 4000 | 2017 | Highway | Highway - Waterway | Steel | Movable - Bascule | 96 | 11 | Satisfactory | Fair | Fair | 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. | N/A | 09-16 | 1 - way | Open Grating | 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 | 6940 | 2039 | ||||
Template:Bridge Data fetch | 12132 | MM | 04-03 | Brevard | Melbourne | 00500 | 'Crane Creek ' | 'US-192 ' | 700033 | '.5 Mi W of SR-507 ' | 28044331 | 80374655 | FDOT | 1974 | 5 | 31500 | 2016 | Highway - Pedestrian | Waterway | Concrete | Culvert | 16 | 0 | N/A | N/A | N/A | 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. | 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. | 12-17 | 2 - way | N/A | 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 | 54652 | 2038 | ||||
Template:Bridge Data fetch | 12133 | AM | 12-02 | Brevard | Malabar | 00009 | 'Tillman Canal ' | 'I-95 SB ' | 700034 | 'I-95 SB- Tillman Canal ' | 28004733 | 80382780 | FDOT | 1964 | 3 | 32250 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 93 | 18 | Good | Good | Good | 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. | N/A | 01-17 | 1 - way | 2010 | Concrete Cast-in-Place | 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 | 55954 | 2038 | |||
Template:Bridge Data fetch | 12134 | MM | 03-03 | Brevard | 00095 | 'Milner's Canal ' | 'I-95 ' | 700046 | '1.2 Mi N L.Washington Rd.' | 28094698 | 80422115 | FDOT | 1964 | 6 | 82500 | 2016 | Highway | Waterway | Concrete | Culvert | 8 | 0 | N/A | N/A | N/A | 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. | 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. | 01-18 | 2 - way | 1994 | N/A | 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 | 143138 | 2038 | ||||
Template:Bridge Data fetch | 12135 | AM | 12-02 | Brevard | 00009 | 'Rockledge Creek ' | 'I-95 ' | 700050 | '2.4 Mi. S of SR-520 ' | 28194787 | 80463003 | FDOT | 1965 | 6 | 81764 | 2016 | Highway | Waterway | Concrete | Culvert | 8 | 0 | N/A | N/A | N/A | 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. | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting | 03-17 | 2 - way | N/A | 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 | 141861 | 2038 | |||||
Template:Bridge Data fetch | 12136 | AM | 12-02 | Brevard | Cocoa | 00009 | 'SR-520 ' | 'I-95 SB ' | 700052 | 'I-95 SB - SR-520 ' | 28213537 | 80474142 | FDOT | 1966 | 3 | 36500 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 66 | 21 | Good | Good | Good | N/A | N/A | 01-17 | 1 - way | 2004 | Concrete Cast-in-Place | Bridge not over waterway. | 63328 | 2038 | |||
Template:Bridge Data fetch | 12137 | AM | 12-02 | Brevard | 00009 | 'SR-524 ' | 'I-95 SB ' | 700054 | 'I-95 SB - SR-524 ' | 28222787 | 80481590 | FDOT | 1966 | 3 | 21000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 57 | 20 | Satisfactory | Satisfactory | Good | N/A | N/A | 01-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 36435 | 2038 | |||||
Template:Bridge Data fetch | 12138 | MM | 03-03 | Brevard | 00009 | 'Santiago Canal ' | 'I-95 ' | 700055 | '1.5 Miles North of SR-528' | 28255464 | 80491325 | FDOT | 1964 | 6 | 84500 | 2016 | Highway | Waterway | Concrete | Culvert | 9 | 0 | N/A | N/A | N/A | 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. | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting | 01-17 | 2 - way | N/A | 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 | 146608 | 2038 | |||||
Template:Bridge Data fetch | 12139 | MM | 03-03 | Brevard | 00009 | 'Ross Creek ' | 'I-95 ' | 700056 | '0.5 Mi S of SR-407 ' | 28294669 | 80500384 | FDOT | 1965 | 7 | 45000 | 2016 | Highway | Waterway | Concrete | Culvert | 10 | 0 | N/A | N/A | N/A | 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. | 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. | 12-16 | 2 - way | 2014 | N/A | 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 | 78075 | 2038 | ||||
Template:Bridge Data fetch | 12140 | AM | 12-02 | Brevard | Titusville | 00009 | 'SR-50 ' | 'I-95 SB ' | 700058 | 'I-95 SB over SR-50 ' | 28330609 | 80510633 | FDOT | 1965 | 3 | 18250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 63 | 18 | Good | Good | Good | N/A | N/A | 08-17 | 1 - way | 2013 | Concrete Cast-in-Place | Bridge not over waterway. | 31664 | 2038 | |||
Template:Bridge Data fetch | 12141 | AM | 12-02 | Brevard | Titusville | 00009 | 'SR-406 ' | 'I-95 SB ' | 700059 | 'I-95 SB over SR-406 ' | 28365858 | 80510486 | FDOT | 1963 | 3 | 13250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 54 | 18 | Good | Good | Very Good | N/A | N/A | 08-17 | 1 - way | 2013 | Concrete Cast-in-Place | Bridge not over waterway. | 22989 | 2038 | |||
Template:Bridge Data fetch | 12142 | MM | 04-03 | Brevard | Cocoa | 00520 | 'Indian River ' | 'SR-520 WB ' | 700061 | 'SR 520 WB Indian River ' | 28212408 | 80430569 | FDOT | 1966 | 2 | 24000 | 2016 | Highway | Highway - Waterway | Steel continuous | Stringer/Multi-beam/Girder | 709 | 12 | Good | Good | Good | 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. | N/A | 10-16 | 1 - way | Concrete Cast-in-Place | 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 | 41640 | 2038 | ||||
Template:Bridge Data fetch | 12143 | MM | 03-03 | Brevard | 45775 | 00009 | 'Outfall ' | 'I-95 ' | 700064 | '0.8 Mi North of SR-46 ' | 28403730 | 80522703 | FDOT | 1967 | 4 | 32680 | 2016 | Highway | Waterway | Concrete | Culvert | 8 | 0 | N/A | N/A | N/A | 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. | 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. | 12-16 | 2 - way | N/A | 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 | 56700 | 2038 | ||||
Template:Bridge Data fetch | 12144 | MM | 03-03 | Brevard | 00009 | 'Outfall ' | 'I-95 ' | 700065 | '2.3 MI N of SR-46 ' | 28415270 | 80525799 | FDOT | 1967 | 4 | 32680 | 2016 | Highway | Waterway | Concrete | Culvert | 8 | 0 | N/A | N/A | N/A | 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. | 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. | 12-16 | 2 - way | N/A | 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 | 56700 | 2038 | |||||
Template:Bridge Data fetch | 12145 | AM | 12-02 | Brevard | 00009 | 'Aurantia Rd. ' | 'I-95 SB ' | 700066 | '4.5 Mi. N of SR-46 ' | 28434100 | 80531664 | FDOT | 1967 | 3 | 16340 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 102 | 18 | Good | Good | Good | N/A | N/A | 12-16 | 1 - way | 2014 | Concrete Cast-in-Place | Bridge not over waterway. | 28350 | 2038 | ||||
Template:Bridge Data fetch | 12146 | MM | 03-03 | Brevard | Cape Canaveral | 00528 | 'SR-401 ' | 'SR-528 WB ' | 700074 | 'SR-528 WB - SR-401 ' | 28241991 | 80375564 | FDOT | 1971 | 2 | 19500 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 66 | 11 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | 2001 | Concrete Precast Panels | Bridge not over waterway. | 33832 | 2038 | |||
Template:Bridge Data fetch | 12147 | AM | 12-02 | Brevard | Palm Shores | 00001 | 'SR-404 ' | 'US-1 SB ' | 700075 | 'US-1 SB - SR-404 ' | 28121703 | 80394266 | FDOT | 1971 | 3 | 20000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 70 | 16 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | 1997 | Concrete Cast-in-Place | Bridge not over waterway. | 34700 | 2038 | |||
Template:Bridge Data fetch | 12148 | AM | 12-02 | Brevard | Palm Shores | 00404 | 'Indian River West Relief' | 'SR-404 WB ' | 700076 | 'SR-404 WB - Indian River ' | 28122002 | 80392362 | FDOT | 1971 | 2 | 23000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 13 | Good | Good | Satisfactory | 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. | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12149 | AM | 12-02 | Brevard | 55385 | 00404 | 'Indian River ' | 'SR-404 WB ' | 700077 | 'SR-404 WB - Indian River ' | 28122319 | 80390071 | FDOT | 1971 | 2 | 23000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 696 | 11 | Satisfactory | Fair | Fair | 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. | N/A | 04-16 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12150 | AM | 12-02 | Brevard | 55380 | 00404 | 'Indian River Relief East' | 'SR-404 WB ' | 700078 | 'SR-404 WB-Indian River ' | 28122646 | 80383781 | FDOT | 1971 | 2 | 23000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 13 | Good | Good | Good | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12151 | AM | 12-02 | Brevard | 55385 | 00404 | 'CR-3 ' | 'SR-404 WB ' | 700079 | 'SR-404 WB over CR-3 ' | 28122956 | 80381773 | FDOT | 1971 | 2 | 23000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 56 | 13 | Good | Good | Good | N/A | N/A | 09-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12152 | AM | 12-02 | Brevard | 55385 | 00404 | 'Banana River Relief West' | 'SR-404 WB ' | 700080 | 'SR-404 WB-Banana River ' | 28123289 | 80380233 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 92 | 13 | Good | Good | Satisfactory | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | 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 | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12153 | AM | 12-02 | Brevard | 55385 | 00404 | 'Banana River ' | 'SR-404 WB ' | 700081 | 'SR-404 WB - Banana River ' | 28123758 | 80374130 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 305 | 11 | Good | Satisfactory | Satisfactory | 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. | N/A | 04-16 | 1 - way | Concrete Cast-in-Place | 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 | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12154 | AM | 12-02 | Brevard | 55385 | 00404 | 'Banana River Relief East' | 'SR-404 WB ' | 700082 | 'SR-404 WB-Banana River ' | 28124379 | 80371403 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 92 | 13 | Satisfactory | Satisfactory | Satisfactory | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12155 | AM | 12-02 | Brevard | 55385 | 00404 | 'SR-513 ' | 'SR-404 WB ' | 700083 | 'SR-404 WB - SR-513 ' | 28124610 | 80362348 | FDOT | 1972 | 2 | 21000 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 58 | 12 | Good | Satisfactory | Good | N/A | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12156 | AM | 12-02 | Brevard | 00528 | 'St Johns River ' | 'SR-528 ' | 700084 | 'SR-528 WB-St Johns River ' | 28271054 | 80534993 | 31 | 1973 | 2 | 21300 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 166 | 13 | Good | Good | Satisfactory | 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. | N/A | 08-16 | 1 - way | Concrete Cast-in-Place | 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 | 36956 | 2038 | |||||
Template:Bridge Data fetch | 12157 | MM | 03-03 | Brevard | 00407 | 'SR-528 ' | 'SR-407 NB ' | 700085 | 'SR-407 NB at SR-528 WB ' | 28270757 | 80522877 | 31 | 1973 | 1 | 6800 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 67 | 10 | Good | Good | Good | N/A | N/A | 08-16 | 1 - way | 1998 | Concrete Cast-in-Place | Bridge not over waterway. | 11798 | 2038 | ||||
Template:Bridge Data fetch | 12158 | MM | 03-03 | Brevard | 00528 | 'Ryan's Canal ' | 'SR-528 ' | 700086 | '2.7 MI WEST OF SR-9 I-95 ' | 28254595 | 80511334 | 31 | 1973 | 4 | 38000 | 2016 | Highway | Waterway | Concrete | Culvert | 14 | 0 | N/A | N/A | N/A | 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. | 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. | 08-16 | 2 - way | N/A | 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 | 65930 | 2038 | |||||
Template:Bridge Data fetch | 12159 | MM | 03-03 | Brevard | Cocoa | 00528 | 'Pine Street ' | 'SR-528 WB ' | 700087 | 'SR-528 WB over Pine St. ' | 28244206 | 80493553 | 31 | 1973 | 3 | 19000 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 36 | 17 | Good | Good | Good | N/A | N/A | 08-16 | 1 - way | 1997 | Concrete Cast-in-Place | Bridge not over waterway. | 32965 | 2038 | |||
Template:Bridge Data fetch | 12160 | MM | 03-03 | Brevard | Cocoa | 00528 | 'SR-524 ' | 'SR-528 WB ' | 700089 | '0.6 MILE WEST OF US-1 ' | 28240437 | 80454885 | 31 | 1973 | 3 | 16500 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 63 | 15 | Good | Good | Good | N/A | N/A | 08-16 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 28628 | 2038 | ||||
Template:Bridge Data fetch | 12161 | MM | 04-03 | Brevard | 00407 | 'Kings Road ' | 'SR-407 ' | 700090 | '2.9 Mi East of SR-528 ' | 28291220 | 80505570 | 31 | 1973 | 2 | 3400 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 24 | 13 | Good | Good | Very Good | N/A | N/A | 08-16 | 2 - way | 1998 | Concrete Cast-in-Place | Bridge not over waterway. | 5899 | 2038 | ||||
Template:Bridge Data fetch | 12162 | AM | 12-02 | Brevard | 00407 | 'I-95 (SR-9) ' | 'SR-407 ' | 700091 | '4.2MI NORTH OF SR-528 ' | 28300578 | 80501889 | 31 | 1972 | 3 | 3400 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 79 | 17 | Good | Good | Good | N/A | N/A | 08-16 | 2 - way | 1998 | Concrete Cast-in-Place | Bridge not over waterway. | 5899 | 2038 | ||||
Template:Bridge Data fetch | 12163 | MM | 03-03 | Brevard | 00009 | 'Cattail Outfall ' | 'I-95 ' | 700093 | '2.3Mi N of Ind. River Co.' | 27505442 | 80344333 | FDOT | 1969 | 4 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 7 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | 2012 | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12164 | MM | 03-03 | Brevard | 00009 | 'Wishbone Canal ' | 'I-95 ' | 700094 | '2.4Mi N of Ind. River Co.' | 27505794 | 80344642 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 7 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | 2013 | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12165 | AM | 12-02 | Brevard | 00009 | 'Sunshine Canal ' | 'I-95 ' | 700095 | '0.5 Mi S of Micco Rd. ' | 27515948 | 80353035 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 9 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | N/A | 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 | 74196 | 2038 | |||||
Template:Bridge Data fetch | 12166 | AM | 12-02 | Brevard | 00009 | 'Sottile Canal ' | 'I-95 ' | 700096 | 'I-95 SB - Sottile Canal ' | 27531801 | 80353519 | FDOT | 1969 | 3 | 21382 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 40 | 18 | Good | Good | Good | 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. | N/A | 03-17 | 1 - way | 2014 | Concrete Cast-in-Place | 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 | 37098 | 2038 | ||||
Template:Bridge Data fetch | 12167 | MM | 03-03 | Brevard | 00009 | 'Outfall Ditch ' | 'I-95 ' | 700097 | '2.2 Mi. S of Grant Rd. ' | 27533277 | 80353842 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 7 | 0 | N/A | N/A | N/A | 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. | 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. | 08-17 | 2 - way | N/A | 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 | 74196 | 2038 | |||||
Template:Bridge Data fetch | 12168 | MM | 03-03 | Brevard | 00009 | 'Outfall ' | 'I-95 ' | 700098 | '1.5 Mi S of Grant Rd. ' | 27540995 | 80354795 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 7 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | 2013 | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12169 | MM | 03-03 | Brevard | 00009 | 'Outfall ' | 'I-95 ' | 700099 | '1.2 Mi S of Grant Rd ' | 27542400 | 80355151 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 9 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | 2013 | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12170 | MM | 03-03 | Brevard | 00009 | 'Outfall ' | 'I-95 ' | 700100 | '0.4 Mi S of Grant Rd. ' | 27550069 | 80360100 | FDOT | 1969 | 6 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 8 | 0 | N/A | N/A | N/A | 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. | 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. | 01-17 | 2 - way | 2013 | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12171 | MM | 03-03 | Brevard | Palm Bay | 00009 | 'Grant Canal ' | 'I-95 ' | 700101 | '0.4 Mi N of Grant Rd. ' | 27555130 | 80361398 | FDOT | 1969 | 7 | 42764 | 2016 | Highway | Waterway | Concrete | Culvert | 10 | 0 | N/A | N/A | N/A | 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. | 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. | 03-17 | 2 - way | N/A | 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 | 74196 | 2038 | ||||
Template:Bridge Data fetch | 12172 | AM | 12-02 | Brevard | 00009 | 'CR-5A ' | 'I-95 SB ' | 700102 | 'I-95 SB - CR-5A ' | 28461638 | 80533868 | FDOT | 1969 | 2 | 16340 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 67 | 18 | Good | Good | Good | N/A | N/A | 02-17 | 1 - way | 1996 | Concrete Cast-in-Place | Bridge not over waterway. | 28350 | 2038 | ||||
Template:Bridge Data fetch | 12173 | MM | 04-03 | Brevard | Titusville | 00405 | 'FECRR ' | 'SR-405 EB ' | 700103 | 'SR-405 EB - FECRR ' | 28313962 | 80472690 | FDOT | 1969 | 3 | 7100 | 2016 | Highway | Railroad | Prestressed concrete | Stringer/Multi-beam/Girder | 58 | 14 | Good | Good | Good | N/A | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 12318 | 2038 | ||||
Template:Bridge Data fetch | 12174 | AM | 12-02 | Brevard | 00050 | 'St. Johns River ' | 'SR-50 EB ' | 700107 | 'SR-50 EB -St Johns River ' | 28323696 | 80555809 | FDOT | 1971 | 2 | 5400 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 70 | 13 | Good | Good | Fair | 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. | N/A | 12-17 | 1 - way | Concrete Cast-in-Place | 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 | 9369 | 2038 | |||||
Template:Bridge Data fetch | 12175 | MM | 03-03 | Brevard | Cocoa | 00528 | 'US-1 & FECRR ' | 'SR-528 EB ' | 700108 | 'SR-528 EB - US-1& FECRR ' | 28240078 | 80451035 | FDOT | 1970 | 3 | 20000 | 2016 | Overpass | Highway-railroad | Prestressed concrete | Stringer/Multi-beam/Girder | 99 | 14 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 34700 | 2038 | ||||
Template:Bridge Data fetch | 12176 | MM | 03-03 | Brevard | Cocoa | 00528 | 'CR-515 & Indian River ' | 'SR-528 EB ' | 700109 | 'SR-528 EB over CR-515 ' | 28240428 | 80444559 | FDOT | 1970 | 2 | 25474 | 2016 | Highway | Highway - Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 148 | 11 | Good | Good | Good | 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. | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | 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 | 44197 | 2038 | ||||
Template:Bridge Data fetch | 12177 | AM | 12-02 | Brevard | Merritt Island | 00528 | 'Indian River ' | 'SR-528 WB ' | 700110 | 'SR-528 WB - Indian River ' | 28241003 | 80440519 | FDOT | 1970 | 2 | 25474 | 2016 | Highway | Waterway | Steel continuous | Stringer/Multi-beam/Girder | 702 | 11 | Satisfactory | Satisfactory | Fair | 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. | N/A | 05-16 | 1 - way | Concrete Cast-in-Place | 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 | 44197 | 2038 | ||||
Template:Bridge Data fetch | 12178 | AM | 12-02 | Brevard | Merritt Island | 00528 | 'SR-3 ' | 'SR-528 EB ' | 700111 | 'SR-528 EB over SR-3 ' | 28241870 | 80422075 | FDOT | 1970 | 2 | 12250 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 11 | Good | Good | Good | N/A | N/A | 03-16 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 21254 | 2038 | ||||
Template:Bridge Data fetch | 12179 | AM | 12-02 | Brevard | Cape Canaveral | 00528 | 'Sykes Creek ' | 'SR-528 ' | 700112 | 'SR-528 EB - Sykes Creek ' | 28241875 | 80413925 | FDOT | 1970 | 2 | 12250 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 37 | 11 | Good | Good | Good | 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. | N/A | 03-16 | 1 - way | N/A | Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. | 21254 | 2038 | ||||
Template:Bridge Data fetch | 12180 | MM | 03-03 | Brevard | Merritt Island | 00528 | 'Banana River Drive ' | 'SR-528 ' | 700113 | '2.55 Miles East of SR-3 ' | 28241813 | 80394909 | FDOT | 1970 | 2 | 12250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 27 | 11 | Good | Satisfactory | Good | N/A | N/A | 01-18 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 21254 | 2038 | ||||
Template:Bridge Data fetch | 12181 | AM | 12-02 | Brevard | Merritt Island | 00528 | 'Banana River Relief ' | 'SR-528 ' | 700114 | '2.85 Miles East of SR-3 ' | 28241822 | 80393043 | FDOT | 1970 | 2 | 19500 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 85 | 11 | Good | Good | Satisfactory | 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. | N/A | 01-18 | 1 - way | Concrete Cast-in-Place | 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 | 33832 | 2038 | ||||
Template:Bridge Data fetch | 12182 | AM | 12-02 | Brevard | Cape Canaveral | 00528 | 'Banana River ' | 'SR-528 ' | 700115 | '1.0MI E OF BANANA RIV DR ' | 28241828 | 80384625 | FDOT | 1971 | 2 | 19500 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 341 | 11 | Satisfactory | Satisfactory | Fair | 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. | N/A | 07-16 | 1 - way | Concrete Cast-in-Place | 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 | 33832 | 2038 | ||||
Template:Bridge Data fetch | 12183 | AM | 12-02 | Brevard | Titusville | 00405 | 'US-1 ' | 'SR-405 EB ' | 700116 | 'SR-405 EB - US-1 ' | 28313959 | 80472199 | FDOT | 1964 | 3 | 7100 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 67 | 14 | Good | Good | Satisfactory | N/A | N/A | 12-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 12318 | 2038 | ||||
Template:Bridge Data fetch | 12184 | MM | 03-03 | Brevard | Cape Canaveral | 00401 | 'Service Rd & Canal ' | 'SR-401 NB ' | 700117 | 'SR-401 NB - Barge Canal ' | 28243318 | 80375518 | FDOT | 1972 | 3 | 5900 | 2017 | Highway - Pedestrian | Highway - Waterway | Steel | Movable - Bascule | 96 | 14 | Satisfactory | Fair | Satisfactory | 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. | N/A | 09-16 | 1 - way | 2010 | Open Grating | 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 | 10236 | 2039 | |||
Template:Bridge Data fetch | 12185 | AM | 12-02 | Brevard | Malabar | 00009 | 'Tillman Canal ' | 'I-95 NB ' | 700119 | 'I-95 NB - Tillman Canal ' | 28004737 | 80382659 | FDOT | 1964 | 3 | 32250 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 93 | 18 | Good | Very Good | Good | 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. | N/A | 01-17 | 1 - way | 2010 | Concrete Cast-in-Place | 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 | 55954 | 2038 | |||
Template:Bridge Data fetch | 12186 | AM | 12-02 | Brevard | Melbourne Village | 00009 | 'SR-518 ' | 'I-95 NB ' | 700122 | 'I-95 NB SR-518 ' | 28071404 | 80422093 | FDOT | 1964 | 3 | 41250 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 46 | 18 | Satisfactory | Fair | Good | N/A | N/A | 01-17 | 1 - way | 2009 | Concrete Cast-in-Place | Bridge not over waterway. | 71569 | 2038 | |||
Template:Bridge Data fetch | 12187 | MM | 03-03 | Brevard | 00009 | 'Lake Washington Road ' | 'I-95 NB ' | 700123 | 'I-95 NB -Lk Washington Rd' | 28084581 | 80422077 | FDOT | 1964 | 3 | 41250 | 2016 | Highway | Highway - Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 18 | Satisfactory | Good | Good | 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. | N/A | 01-17 | 1 - way | 2009 | Concrete Cast-in-Place | 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 | 71569 | 2038 | ||||
Template:Bridge Data fetch | 12188 | AM | 12-02 | Brevard | Rockledge | 00519 | 'I-95 ' | 'SR519NB(Fiske Blv)' | 700126 | 'SR-519 NB I-95 ' | 28173235 | 80443419 | FDOT | 1966 | 2 | 12750 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 80 | 13 | Good | Good | Good | N/A | N/A | 01-17 | 1 - way | 2010 | Concrete Cast-in-Place | Bridge not over waterway. | 22121 | 2038 | |||
Template:Bridge Data fetch | 12189 | AM | 12-02 | Brevard | Cocoa | 00009 | 'SR-520 ' | 'I-95 NB ' | 700127 | 'I-95 NB - SR-520 ' | 28213537 | 80474023 | FDOT | 1966 | 3 | 36500 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 66 | 21 | Good | Good | Good | N/A | N/A | 01-17 | 1 - way | 2010 | Concrete Cast-in-Place | Bridge not over waterway. | 63328 | 2038 | |||
Template:Bridge Data fetch | 12190 | AM | 12-02 | Brevard | 00009 | 'SR-524 ' | 'I-95 NB ' | 700128 | 'I-95 NB - SR-524 ' | 28222835 | 80481496 | FDOT | 1966 | 3 | 21000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 57 | 20 | Good | Good | Good | N/A | N/A | 01-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 36435 | 2038 | |||||
Template:Bridge Data fetch | 12191 | AM | 12-02 | Brevard | Cocoa | 00000 | 'I-95 ' | 'Citrus Blvd ' | 700129 | 'Citrus Blvd - I-95 ' | 28252942 | 80491320 | FDOT | 1965 | 2 | 3600 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 65 | 10 | Good | Satisfactory | Good | N/A | N/A | 01-17 | 2 - way | Concrete Cast-in-Place | Bridge not over waterway. | 6246 | 2038 | ||||
Template:Bridge Data fetch | 12192 | MM | 04-03 | Brevard | 00000 | 'I-95 ' | 'Ranch Rd. ' | 700130 | 'Ranch Rd. - I-95 ' | 28291149 | 80493563 | FDOT | 1965 | 2 | 55 | 2015 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 81 | 10 | Good | Good | Good | N/A | N/A | 01-17 | 2 - way | Concrete Cast-in-Place | Bridge not over waterway. | 95 | 2037 | |||||
Template:Bridge Data fetch | 12193 | AM | 12-02 | Brevard | Titusville | 00009 | 'SR-50 ' | 'I-95 NB ' | 700132 | 'I-95 NB over SR-50 ' | 28330662 | 80510507 | FDOT | 1965 | 3 | 18250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 63 | 18 | Good | Good | Good | N/A | N/A | 08-17 | 1 - way | 2013 | Concrete Cast-in-Place | Bridge not over waterway. | 31664 | 2038 | |||
Template:Bridge Data fetch | 12194 | AM | 12-02 | Brevard | Titusville | 00000 | 'I-95 ' | 'Fox Lake Rd. ' | 700133 | '0.25 Mi. West of SR-405 ' | 28350798 | 80510496 | FDOT | 1965 | 2 | 1000 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 65 | 10 | Good | Good | Good | N/A | N/A | 12-16 | 2 - way | Concrete Cast-in-Place | Bridge not over waterway. | 1735 | 2038 | ||||
Template:Bridge Data fetch | 12195 | AM | 12-02 | Brevard | Titusville | 00009 | 'SR-406 ' | 'I-95 NB ' | 700134 | 'I-95 NB over SR-406 ' | 28365910 | 80510378 | FDOT | 1963 | 3 | 13250 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 54 | 18 | Good | Good | Good | N/A | N/A | 08-17 | 1 - way | 2013 | Concrete Cast-in-Place | Bridge not over waterway. | 22989 | 2038 | |||
Template:Bridge Data fetch | 12196 | AM | 12-02 | Brevard | Titusville | 00000 | 'I-95 ' | 'Dairy Rd ' | 700135 | 'Dairy Rd - I-95 ' | 28381369 | 80512802 | FDOT | 1965 | 2 | 4700 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 68 | 10 | Good | Good | Good | N/A | N/A | 02-17 | 2 - way | Concrete Cast-in-Place | Bridge not over waterway. | 8154 | 2038 | ||||
Template:Bridge Data fetch | 12197 | MM | 04-03 | Brevard | Cocoa | 00520 | 'Indian River ' | 'SR-520 EB ' | 700137 | 'SR 520 EB - Indian River ' | 28212281 | 80430520 | FDOT | 1969 | 2 | 25000 | 2016 | Highway | Highway - Waterway | Steel continuous | Stringer/Multi-beam/Girder | 709 | 12 | Satisfactory | Satisfactory | Good | 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. | N/A | 10-16 | 1 - way | Concrete Cast-in-Place | 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 | 43375 | 2038 | ||||
Template:Bridge Data fetch | 12198 | AM | 12-02 | Brevard | 00009 | 'Aurantia Rd. ' | 'I-95 NB ' | 700138 | '4.5 Mi. N of SR-46 ' | 28434007 | 80531567 | FDOT | 1967 | 2 | 16340 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 102 | 18 | Good | Good | Good | N/A | N/A | 12-16 | 1 - way | 1994 | Concrete Cast-in-Place | Bridge not over waterway. | 28350 | 2038 | ||||
Template:Bridge Data fetch | 12199 | AM | 12-02 | Brevard | Cape Canaveral | 00528 | 'SR-401 ' | 'SR-528 EB ' | 700140 | 'SR-528 EB - SR-401 ' | 28241926 | 80375566 | FDOT | 1971 | 2 | 19500 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 66 | 10 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 33832 | 2038 | ||||
Template:Bridge Data fetch | 12200 | AM | 12-02 | Brevard | Palm Shores | 00001 | 'SR-404 ' | 'US-1 NB ' | 700141 | 'US-1 NB - SR-404 ' | 28121720 | 80394197 | FDOT | 1971 | 2 | 20000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 70 | 13 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | 1997 | Concrete Cast-in-Place | Bridge not over waterway. | 34700 | 2038 | |||
Template:Bridge Data fetch | 12201 | AM | 12-02 | Brevard | Palm Shores | 00404 | 'Indian River West Relief' | 'SR-404 EB ' | 700142 | 'SR-404 EB - Indian River ' | 28121937 | 80392343 | FDOT | 1971 | 2 | 23000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 13 | Good | Good | Satisfactory | 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. | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12202 | AM | 12-02 | Brevard | 55385 | 00404 | 'Indian River ' | 'SR-404 EB ' | 700143 | 'SR-404 EB - Indian River ' | 28122256 | 80390039 | FDOT | 1971 | 2 | 23000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 696 | 11 | Good | Satisfactory | Fair | 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. | N/A | 04-16 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12203 | AM | 12-02 | Brevard | 55385 | 00404 | 'Indian River Relief East' | 'SR-404 EB ' | 700144 | 'SR-404 EB -Indian Riv Rel' | 28122580 | 80383763 | FDOT | 1971 | 2 | 23000 | 2016 | Highway - Pedestrian | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 53 | 13 | Good | Good | Good | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | 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 | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12204 | AM | 12-02 | Brevard | 55385 | 00404 | 'CR-3 ' | 'SR-404 EB ' | 700145 | 'SR-404 EB over CR-3 ' | 28122895 | 80381732 | FDOT | 1971 | 2 | 23000 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 57 | 13 | Good | Good | Good | N/A | N/A | 09-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 39905 | 2038 | ||||
Template:Bridge Data fetch | 12205 | AM | 12-02 | Brevard | Merritt Island | 00404 | 'Banana River Relief West' | 'SR-404 EB ' | 700146 | 'SR-404 EB-Banana Riv Rel ' | 28123224 | 80380201 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 92 | 13 | Good | Good | Good | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | 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 | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12206 | AM | 12-02 | Brevard | 55385 | 00404 | 'Banana River ' | 'SR-404 EB ' | 700147 | 'SR-404 EB - Banana River ' | 28123691 | 80374128 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 305 | 11 | Good | Good | Satisfactory | 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. | N/A | 04-16 | 1 - way | Concrete Cast-in-Place | 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 | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12207 | AM | 12-02 | Brevard | 55385 | 00404 | 'Banana River Relief East' | 'SR-404 EB ' | 700148 | 'SR-404 EB-Banana River ' | 28124312 | 80371385 | FDOT | 1971 | 2 | 21000 | 2016 | Highway | Waterway Relief | Prestressed concrete | Stringer/Multi-beam/Girder | 92 | 13 | Satisfactory | Satisfactory | Satisfactory | 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. | N/A | 11-17 | 1 - way | Concrete Cast-in-Place | Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12208 | AM | 12-02 | Brevard | 55385 | 00404 | 'SR-513 ' | 'SR-404 EB ' | 700149 | 'SR-404 EB over SR-513 ' | 28124563 | 80362349 | FDOT | 1972 | 2 | 21000 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 58 | 11 | Good | Good | Good | N/A | N/A | 10-17 | 1 - way | Concrete Cast-in-Place | Bridge not over waterway. | 36435 | 2038 | ||||
Template:Bridge Data fetch | 12209 | AM | 03-03 | Brevard | 00528 | 'St Johns River ' | 'SR-528 ' | 700150 | 'SR-528 EB-St Johns River ' | 28270988 | 80534962 | 31 | 1973 | 2 | 21300 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 166 | 13 | Good | Good | Satisfactory | 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. | N/A | 08-16 | 1 - way | Concrete Cast-in-Place | 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 | 36956 | 2038 | |||||
Template:Bridge Data fetch | 12210 | MM | 03-03 | Brevard | Cocoa | 00528 | 'Pine Street ' | 'SR-528 EB ' | 700151 | 'SR-528 EB over Pine St. ' | 28244125 | 80493553 | 31 | 1973 | 3 | 19000 | 2016 | Highway | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 36 | 16 | Good | Very Good | Very Good | N/A | N/A | 08-16 | 1 - way | 1997 | Concrete Cast-in-Place | Bridge not over waterway. | 32965 | 2038 | |||
Template:Bridge Data fetch | 12211 | AM | 12-02 | Brevard | 00009 | Sottile Canal | I-95 | 700155 | I-95 NB - Sottile Canal | 27531806 | 80353417 | FDOT | 1969 | 3 | 21382 | 2016 | Highway | Waterway | Prestressed concrete | Stringer/Multi-beam/Girder | 40 | 18 | Good | Good | Good | 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. | N/A | 03-17 | 1 - way | 2014 | Concrete Cast-in-Place | 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. | 37098 | 2038 | ||||
Template:Bridge Data fetch | 12212 | AM | 12-02 | Brevard | Melbourne | 00009 | 'CR-5A ' | 'I-95 ' | 700156 | I-95 NB and CR-5A | 28461701 | 80533778 | FDOT | 1969 | 2 | 16340 | 2016 | Overpass | Highway | Prestressed concrete | Stringer/Multi-beam/Girder | 67 | 18 | Good | Good | Good | N/A | N/A | 02-17 | 1 - way | 1996 | Concrete Cast-in-Place | Bridge not over waterway. | 28350 | 2038 |