Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kings Road ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Ryan's Canal ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Young Canal ' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'Clint Moore Road ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'MURPHY RD ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Williams Road ' (1)
Number 008:
700084 (1) ·
700085 (1) ·
700086 (1) ·
700087 (1) ·
700089 (1) ·
700090 (1) ·
700150 (1) ·
700151 (1) ·
700153 (1) ·
700216 (1) ·
790132 (1) ·
794063 (1) ·
890112 (1) ·
894029 (1) ·
894054 (1) ·
930104 (1) ·
930202 (1) ·
930318 (1) ·
930401 (1) ·
937361 (1) ·
937363 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26220386 (1) ·
26241735 (1) ·
26365544 (1) ·
26365576 (1) ·
26435320 (1) ·
26435409 (1) ·
27024321 (1) ·
27093790 (1) ·
27112563 (1) ·
28240359 (1) ·
28240437 (1) ·
28244125 (1) ·
28244206 (1) ·
28254595 (1) ·
28270757 (1) ·
28270988 (1) ·
28271054 (1) ·
28283186 (1) ·
28291220 (1) ·
29024857 (1) ·
29171420 (1)
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
Direction 102:
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) ·
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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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