Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Park (1) ·
Lake Worth (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
South Bay (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'10TH AVE NORTH ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Fifth Street ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'ISLAND ROAD ' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-80 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'Stribling Way ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
1000 (1) ·
10000 (1) ·
101 (1) ·
101541 (1) ·
104500 (1) ·
106500 (1) ·
1091 (1) ·
116000 (1) ·
13300 (1) ·
134 (1) ·
1440 (1) ·
16600 (1) ·
21500 (1) ·
22500 (1) ·
2700 (1) ·
2850 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
3600 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
5500 (1) ·
6 (1) ·
68700 (1) ·
7200 (1) ·
78500 (1) ·
800 (1) ·
802 (1) ·
85750 (1) ·
936 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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)
Future 114:
10800 (1) ·
1124 (1) ·
119194 (1) ·
126 (1) ·
1301 (1) ·
1320 (1) ·
136198 (1) ·
1388 (1) ·
148776 (1) ·
15000 (1) ·
1730 (1) ·
1735 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
201260 (1) ·
23076 (1) ·
232 (1) ·
27000 (1) ·
28801 (1) ·
3500 (1) ·
37302 (1) ·
4 (1) ·
4320 (1) ·
46846 (1) ·
52050 (1) ·
52918 (1) ·
5500 (1) ·
61592 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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