Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
None (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Fort Pierce (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Melbourne Village (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
Vero Beach (1) ·
Viera (1) ·
West Palm Beach (1)
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-4 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'Miami Canal L-25 ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Wickham Road (1)
Facility 007:
Number 008:
'0.1 Mile S of CR-714 ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR704 and 12th St' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 over US-192 ' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
Longitude 017:
0 (1) ·
1000 (1) ·
101 (1) ·
106500 (1) ·
120 (1) ·
12700 (1) ·
13716 (1) ·
13800 (1) ·
1400 (1) ·
1440 (1) ·
1500 (1) ·
172 (1) ·
17500 (1) ·
17700 (1) ·
17750 (1) ·
1800 (1) ·
18500 (1) ·
19300 (1) ·
213000 (1) ·
2300 (1) ·
23500 (1) ·
27500 (1) ·
283 (1) ·
3000 (1) ·
34500 (1) ·
3600 (1) ·
440 (1) ·
45000 (1) ·
500 (1) ·
5975 (1) ·
68000 (1) ·
68500 (1) ·
7161 (1) ·
7200 (1) ·
7500 (1)
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)
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)
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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) ·
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)
1000 (1) ·
10800 (1) ·
117980 (1) ·
118848 (1) ·
12424 (1) ·
13012 (1) ·
144 (1) ·
150 (1) ·
1665 (1) ·
184778 (1) ·
19050 (1) ·
2000 (1) ·
20574 (1) ·
208 (1) ·
2256 (1) ·
23943 (1) ·
2500 (1) ·
2603 (1) ·
30363 (1) ·
30710 (1) ·
30796 (1) ·
3123 (1) ·
32098 (1) ·
33486 (1) ·
342 (1) ·
369555 (1) ·
3990 (1) ·
40773 (1) ·
4320 (1) ·
47712 (1) ·
5205 (1) ·
521 (1) ·
59858 (1) ·
625 (1) ·
6812 (1) ·
694 (1) ·
78075 (1)
Showing below up to 42 results in range #1 to #42.
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