Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-3 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'Golf Cart Underpass ' (1) ·
'Groover Creek ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Haw Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Miller Creek ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'RCA CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Salerno Creek ' (1) ·
'Samsula Canal ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Spruce Creek ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'Airport Road ' (1) ·
'Central Blvd. ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'Croton Road ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Hunting Camp Road ' (1) ·
'HURON WAY ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Lake Ida Road ' (1) ·
'Loxahatchee Slough' (1) ·
'LYONS ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'Marsh Road ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'Old Dixie Highway ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Samsula Drive ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SPANISH ISLES BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Tucker Lane ' (1) ·
'West Farms Road ' (1)
Number 008:
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1Mi E of CR809/Military T' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Lake Washington Rd ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1000 (1) ·
1001 (1) ·
101 (1) ·
10700 (1) ·
120 (1) ·
121 (1) ·
1340 (1) ·
13716 (1) ·
150 (1) ·
15043 (1) ·
15607 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
1700 (1) ·
17300 (1) ·
200 (1) ·
2000 (1) ·
2122 (1) ·
240 (1) ·
248 (1) ·
2700 (1) ·
32500 (1) ·
400 (1) ·
43 (1) ·
50 (1) ·
500 (1) ·
5381 (1) ·
55 (1) ·
5760 (1) ·
5869 (1) ·
6818 (1) ·
7456 (1) ·
75 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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:
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 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:
11520 (1) ·
11625 (1) ·
150 (1) ·
1603 (1) ·
174 (1) ·
175 (1) ·
180 (1) ·
18041 (1) ·
18565 (1) ·
200 (1) ·
2020 (1) ·
20400 (1) ·
20574 (1) ·
240 (1) ·
2500 (1) ·
2568 (1) ·
26100 (1) ·
28501 (1) ·
287 (1) ·
288 (1) ·
28801 (1) ·
2950 (1) ·
300 (1) ·
30015 (1) ·
4001 (1) ·
40625 (1) ·
46846 (1) ·
4858 (1) ·
50 (1) ·
500 (1) ·
52 (1) ·
600 (1) ·
6511 (1) ·
7101 (1) ·
87 (1) ·
9021 (1) ·
91 (1)
Clearance 116:
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