Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Bessey Creek ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-95 ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'CITRUS BLVD. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'LINTON BLVD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'SILVER FOX LANE ' (1) ·
'SW 48th Avenue ' (1) ·
'Williamson Blvd ' (1)
Number 008:
794095 (1) ·
794096 (1) ·
884058 (1) ·
884060 (1) ·
894042 (1) ·
894060 (1) ·
894061 (1) ·
934155 (1) ·
934156 (1) ·
934297 (1) ·
934485 (1) ·
934711 (1) ·
934939 (1) ·
944011 (1) ·
944012 (1) ·
944016 (1)
Location 009:
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'S. Williamson BI-I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
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 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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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