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:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Glen Ridge (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Sebastian (1) ·
South Daytona (1) ·
Tequesta village (1) ·
West Palm Beach (1)
'Belcher Canal (C-25) ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'E-2W CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Military Trail & CSX RR ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Pine Street ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Reed Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-404 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WILLOUGHBY CREEK ' (1)
Facility 007:
Number 008:
'.2MI S of LINDELL BLVD ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'800 ft West of I 95 ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'North of Belvedere Rd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
1008 (1) ·
11700 (1) ·
121 (1) ·
13300 (1) ·
13500 (1) ·
1600 (1) ·
1728 (1) ·
19000 (1) ·
20000 (1) ·
2150 (1) ·
24000 (1) ·
27000 (1) ·
3000 (1) ·
3029 (1) ·
3100 (1) ·
31000 (1) ·
3200 (1) ·
3240 (1) ·
33000 (1) ·
3400 (1) ·
400 (1) ·
4800 (1) ·
5200 (1) ·
5300 (1) ·
5800 (1) ·
6000 (1) ·
6761 (1) ·
7300 (1) ·
7600 (1) ·
8100 (1) ·
9350 (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)
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 conditions; field review indicates action is required to protect exposed foundations (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)
10063 (1) ·
10410 (1) ·
1165 (1) ·
11730 (1) ·
12666 (1) ·
13186 (1) ·
14054 (1) ·
16222 (1) ·
180 (1) ·
20300 (1) ·
23076 (1) ·
23422 (1) ·
240 (1) ·
2603 (1) ·
2776 (1) ·
32400 (1) ·
32965 (1) ·
34700 (1) ·
3665 (1) ·
3840 (1) ·
41640 (1) ·
500 (1) ·
5205 (1) ·
5378 (1) ·
53785 (1) ·
5552 (1) ·
57255 (1) ·
5899 (1) ·
8328 (1) ·
9022 (1) ·
9196 (1)
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