Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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ObjectID:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
Boca Raton (1) ·
Indiantown village (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
Stuart (1) ·
Titusville (1) ·
West Palm Beach (1)
'BESSEY CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'Danforth Creek ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tillman Canal ' (1) ·
'US 92 ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Addison Canal (1)
Facility 007:
Number 008:
'.75 miles South of SR-882' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI E of SR-76 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10502 (1) ·
1200 (1) ·
12020 (1) ·
12500 (1) ·
12700 (1) ·
1440 (1) ·
150 (1) ·
16747 (1) ·
172 (1) ·
17750 (1) ·
18500 (1) ·
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200 (1) ·
20500 (1) ·
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220 (1) ·
2300 (1) ·
23000 (1) ·
250 (1) ·
283 (1) ·
3000 (1) ·
34500 (1) ·
3600 (1) ·
36500 (1) ·
4100 (1) ·
440 (1) ·
45000 (1) ·
463 (1) ·
480 (1) ·
500 (1) ·
5450 (1) ·
5700 (1) ·
7161 (1) ·
7400 (1) ·
883 (1) ·
9633 (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
1068 (1) ·
11174 (1) ·
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12839 (1) ·
1440 (1) ·
1500 (1) ·
15000 (1) ·
1665 (1) ·
18221 (1) ·
19050 (1) ·
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600 (1) ·
63328 (1) ·
694 (1) ·
7114 (1) ·
78075 (1) ·
9456 (1) ·
9890 (1)
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