Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
54175 (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Jupiter (1) ·
Melbourne (1) ·
Orange City (1) ·
Palm Beach Gardens (1) ·
Port Malabar (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
'ATLANTIS WATERWAY ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Hillsboro Canal ' (1) ·
'Jupiter Creek ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'US-17/92 ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
Facility 007:
Number 008:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi. East of SR-91 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'AT SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
SR-507 SB-Tillman Canal (1)
26210580 (1) ·
26212337 (1) ·
26252706 (1) ·
26262125 (1) ·
26264610 (1) ·
26281369 (1) ·
26304774 (1) ·
26304823 (1) ·
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28042875 (1) ·
28233366 (1) ·
28242068 (1) ·
28570842 (1) ·
28582691 (1) ·
29031702 (1)
Longitude 017:
100 (1) ·
10000 (1) ·
1008 (1) ·
101 (1) ·
1040 (1) ·
1047 (1) ·
11300 (1) ·
1202 (1) ·
15500 (1) ·
15813 (1) ·
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2000 (1) ·
20150 (1) ·
20500 (1) ·
22500 (1) ·
24000 (1) ·
25000 (1) ·
29250 (1) ·
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3000 (1) ·
31000 (1) ·
32750 (1) ·
33000 (1) ·
34000 (1) ·
3450 (1) ·
3500 (1) ·
3600 (1) ·
38500 (1) ·
48500 (1) ·
6124 (1) ·
6400 (1) ·
6540 (1) ·
800 (1) ·
9188 (1) ·
978 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
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) ·
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)
10625 (1) ·
1165 (1) ·
1174 (1) ·
120 (1) ·
12000 (1) ·
126 (1) ·
1267 (1) ·
1388 (1) ·
1390 (1) ·
15941 (1) ·
1735 (1) ·
174 (1) ·
19134 (1) ·
19606 (1) ·
26893 (1) ·
29929 (1) ·
3000 (1) ·
30015 (1) ·
34960 (1) ·
35568 (1) ·
3600 (1) ·
39038 (1) ·
41640 (1) ·
43375 (1) ·
4400 (1) ·
50749 (1) ·
51182 (1) ·
5205 (1) ·
53785 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
6073 (1) ·
66798 (1) ·
7000 (1) ·
8175 (1) ·
84148 (1)
Showing below up to 40 results in range #1 to #40.
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