Drilldown: bridge data
From Indian River Lagoon Project
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12171 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'F.E.C. Railroad ' (1) ·
'Grant Canal ' (1) ·
'I-95 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
Palm Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'I-95 ' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Library ' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR-507 NB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
Fiske Blvd Ramps (1) ·
I-95 (1)
Number 008:
700101 (1) ·
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700164 (1) ·
700177 (1) ·
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Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1) ·
I-95 at Fiske Blvd. (1) ·
I-95 over Wickham Road (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
27555130 (1) ·
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27583729 (1) ·
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27590359 (1) ·
27591190 (1) ·
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Longitude 017:
80353497 (1) ·
80353508 (1) ·
80354529 (1) ·
80354573 (1) ·
80361398 (1) ·
80371922 (1) ·
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80392393 (1) ·
80393940 (1) ·
80394165 (1) ·
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80400429 (1) ·
80401484 (1) ·
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80401747 (1) ·
80401795 (1) ·
80401800 (1) ·
80401977 (1) ·
80414817 (1) ·
80424447 (1) ·
80424785 (1) ·
80430700 (1) ·
80434410 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80443123 (1) ·
80443277 (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) ·
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:
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 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 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:
Clearance 116:
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