Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Features 006a:
'11th St. Canal ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'Creek ' (1) ·
'Drainage Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Goat Creek ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kid Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'Murray Creek ' (1) ·
'ORANGE CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
Canal (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'CR-726 CITRUS BLVD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'Old Dixie Highway ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
US-1 (1)
Number 008:
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'3.4 Miles South of SR-514' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1- Eau Gallie River ' (1) ·
4.2 Mi N of Sebastian River (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1931 (1) ·
1932 (1) ·
1936 (1) ·
1937 (1) ·
1955 (1) ·
1956 (1) ·
1958 (1) ·
1959 (1) ·
1961 (1) ·
1963 (1) ·
1964 (1) ·
1966 (1) ·
1968 (1) ·
1973 (1) ·
1976 (1) ·
1980 (1) ·
1982 (1) ·
1984 (1) ·
1986 (1) ·
1996 (1) ·
1999 (1) ·
2000 (1) ·
2001 (1) ·
2002 (1) ·
2003 (1) ·
2006 (1) ·
2008 (1) ·
2014 (1) ·
2016 (1)
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 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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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:
Rebuilt 106:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
11624 (1) ·
14132 (1) ·
1603 (1) ·
21688 (1) ·
22555 (1) ·
24724 (1) ·
28263 (1) ·
2880 (1) ·
3120 (1) ·
3123 (1) ·
33486 (1) ·
34180 (1) ·
34700 (1) ·
35220 (1) ·
4062 (1) ·
4164 (1) ·
42508 (1) ·
4511 (1) ·
45110 (1) ·
45978 (1) ·
4858 (1) ·
49448 (1) ·
5726 (1) ·
6246 (1) ·
62460 (1) ·
66364 (1) ·
7460 (1) ·
80678 (1) ·
90220 (1)
Clearance 116:
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