Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1-E CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Palmetto Park Road ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-513 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Trib to Groover Creek ' (1) ·
'Turkey Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB SR - 714 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SB ' (1) ·
'Malabar Rd ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port Malabar Bl EB' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 18th Street ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10000 (1) ·
101000 (1) ·
102500 (1) ·
1030 (1) ·
1050 (1) ·
10600 (1) ·
11321 (1) ·
1440 (1) ·
1750 (1) ·
17750 (1) ·
18500 (1) ·
21000 (1) ·
21500 (1) ·
23500 (1) ·
250 (1) ·
2500 (1) ·
2871 (1) ·
29307 (1) ·
3400 (1) ·
3600 (1) ·
37000 (1) ·
39000 (1) ·
401 (1) ·
4500 (1) ·
4580 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
7200 (1) ·
8100 (1) ·
8400 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
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)
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 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)
Future 114:
1233 (1) ·
12492 (1) ·
13132 (1) ·
1350 (1) ·
14054 (1) ·
14574 (1) ·
148776 (1) ·
1728 (1) ·
17350 (1) ·
175235 (1) ·
177838 (1) ·
18391 (1) ·
200 (1) ·
300 (1) ·
3036 (1) ·
30796 (1) ·
32098 (1) ·
3318 (1) ·
36435 (1) ·
37303 (1) ·
4000 (1) ·
40772 (1) ·
4320 (1) ·
4337 (1) ·
485 (1) ·
50 (1) ·
50848 (1) ·
5290 (1) ·
5899 (1) ·
600 (1) ·
6073 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
832 (1)
Clearance 116:
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