Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049 
:
8 or
60
& Channel 061:
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.
:
8 or
60
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Blue Lake Equalizer ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2-W canal ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'Goat Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'MANATEE CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Canal ' (1) ·
'Rockledge Creek ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Sweetwater Branch ' (1) ·
'TIDAL CANAL ' (1) ·
'WARNER CREEK ' (1) ·
Fiske Canal (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'Berry Avenue ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-880 ' (1) ·
'Dundas Court ' (1) ·
'E. Minnesota Ave. ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 ' (1) ·
'LARCH AVE ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'Pace Drive ' (1) ·
'SIMARA STREET ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'Taylor Rd ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tucker Lane ' (1) ·
'US-92 ' (1) ·
'Valkaria Road ' (1) ·
'VENICE DRIVE ' (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
102 (1) ·
120 (1) ·
1400 (1) ·
14400 (1) ·
1500 (1) ·
16384 (1) ·
19500 (1) ·
200 (1) ·
2171 (1) ·
22500 (1) ·
25500 (1) ·
26000 (1) ·
27000 (1) ·
3000 (1) ·
3160 (1) ·
32680 (1) ·
34244 (1) ·
364 (1) ·
36500 (1) ·
4100 (1) ·
42764 (1) ·
440 (1) ·
44400 (1) ·
500 (1) ·
5760 (1) ·
5850 (1) ·
600 (1) ·
630 (1) ·
73000 (1) ·
81764 (1) ·
82500 (1) ·
8500 (1) ·
8758 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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 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:
10150 (1) ·
1041 (1) ·
10597 (1) ·
11174 (1) ·
118 (1) ·
1200 (1) ·
126655 (1) ·
141861 (1) ·
143138 (1) ·
144 (1) ·
14748 (1) ·
200 (1) ·
2000 (1) ·
2256 (1) ·
24984 (1) ·
2603 (1) ·
2741 (1) ·
28426 (1) ·
300 (1) ·
33832 (1) ·
3600 (1) ·
3800 (1) ·
39038 (1) ·
4000 (1) ·
44243 (1) ·
45110 (1) ·
46845 (1) ·
521 (1) ·
56700 (1) ·
59413 (1) ·
607 (1) ·
63328 (1) ·
7000 (1) ·
7114 (1) ·
74196 (1) ·
763 (1) ·
77034 (1)
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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