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)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CROOKED CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL A ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SWA Retention Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1945 (1) ·
1950 (1) ·
1952 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1963 (1) ·
1964 (1) ·
1967 (1) ·
1968 (1) ·
1973 (1) ·
1974 (1) ·
1975 (1) ·
1978 (1) ·
1979 (1) ·
1983 (1) ·
1987 (1) ·
1991 (1) ·
1994 (1) ·
1995 (1) ·
1996 (1) ·
1998 (1) ·
1999 (1) ·
2001 (1) ·
2002 (1) ·
2012 (1) ·
2013 (1)
Traffic 029:
100 (1) ·
1000 (1) ·
1200 (1) ·
121 (1) ·
1550 (1) ·
15800 (1) ·
160 (1) ·
1700 (1) ·
1728 (1) ·
18041 (1) ·
18400 (1) ·
18700 (1) ·
190 (1) ·
200 (1) ·
20150 (1) ·
22500 (1) ·
2341 (1) ·
2400 (1) ·
24317 (1) ·
250 (1) ·
2500 (1) ·
2600 (1) ·
2850 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
34244 (1) ·
40300 (1) ·
428 (1) ·
44400 (1) ·
46600 (1) ·
480 (1) ·
48633 (1) ·
6042 (1) ·
7161 (1) ·
9200 (1) ·
9500 (1)
Traffic Year 030:
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 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)
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
10875 (1) ·
114000 (1) ·
12424 (1) ·
1250 (1) ·
15962 (1) ·
180 (1) ·
1800 (1) ·
192 (1) ·
200 (1) ·
22080 (1) ·
240 (1) ·
2689 (1) ·
27000 (1) ·
27413 (1) ·
2776 (1) ·
2950 (1) ·
300 (1) ·
31301 (1) ·
32445 (1) ·
330 (1) ·
34960 (1) ·
3500 (1) ·
4062 (1) ·
4164 (1) ·
42189 (1) ·
4338 (1) ·
450 (1) ·
4511 (1) ·
535 (1) ·
5398 (1) ·
580 (1) ·
59413 (1) ·
6300 (1) ·
69920 (1) ·
77034 (1) ·
80851 (1) ·
84378 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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