Drilldown: bridge data
From Indian River Lagoon Project
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17857 (1) ·
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17890 (1) ·
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'Beamer's Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'Blue Cypress Marsh ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Carter's Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'Golf Cart Underpass ' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lateral Canal A ' (1) ·
'Little Haw Swamp ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Trib to Spruce Creek ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'Blue Heron Blvd. ' (1) ·
'Central Blvd. ' (1) ·
'DAVIS ROAD ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'N 13th Street ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'Tomoka Farms Rd ' (1) ·
'Truck Trail #12 ' (1) ·
'West Farms Road ' (1) ·
US-1 (1)
Number 008:
700162 (1) ·
700165 (1) ·
700236 (1) ·
704099 (1) ·
704100 (1) ·
704188 (1) ·
704189 (1) ·
704203 (1) ·
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945009 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At 74th Avenue ' (1) ·
'At Lake Washington Rd ' (1) ·
'Lake George Conservation ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
26382390 (1) ·
26465191 (1) ·
26510969 (1) ·
26535784 (1) ·
27011700 (1) ·
27034414 (1) ·
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27270318 (1) ·
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29153934 (1)
Longitude 017:
80044300 (1) ·
80054760 (1) ·
80070800 (1) ·
80162888 (1) ·
80201436 (1) ·
80202976 (1) ·
80274947 (1) ·
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80285590 (1) ·
80305798 (1) ·
80315267 (1) ·
80370039 (1) ·
80420065 (1) ·
80420110 (1) ·
80424100 (1) ·
80430030 (1) ·
80432415 (1) ·
80433190 (1) ·
80433200 (1) ·
80471577 (1) ·
80494783 (1) ·
80495800 (1) ·
81013312 (1) ·
81015422 (1) ·
81031490 (1) ·
81040678 (1) ·
81045860 (1) ·
81194815 (1) ·
81211913 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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 (1) ·
N/A (1) ·
No deficiencies (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 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:
Clearance 116:
Showing below up to 30 results in range #1 to #30.
