Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BELCHER C-25 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Header Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-9 (I-95) ' (1) ·
'Taylor Creek ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Crosstown Parkway ' (1) ·
'Dundas Court ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'St Lucie West Blvd' (1)
Number 008:
940056 (1) ·
940060 (1) ·
940061 (1) ·
940133 (1) ·
940152 (1) ·
940158 (1) ·
940160 (1) ·
940161 (1) ·
941001 (1) ·
944014 (1) ·
944015 (1) ·
944016 (1) ·
944017 (1) ·
944018 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945274 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1)
Latitude 016:
Longitude 017:
Owner 022:
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) ·
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: (Click arrow to add another value)
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 the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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