Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Nova Canal ' (1) ·
'Range Line Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'21ST ST SW ' (1) ·
'26th Street ' (1) ·
'8th Street ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CYPRESS WAY ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'I-95 NB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'SR 614 (INDRIO-RD)' (1)
Number 008:
790180 (1) ·
790227 (1) ·
884047 (1) ·
884070 (1) ·
884080 (1) ·
884084 (1) ·
934251 (1) ·
934254 (1) ·
934278 (1) ·
934332 (1) ·
934428 (1) ·
934441 (1) ·
934936 (1) ·
934937 (1) ·
935204 (1) ·
937001 (1) ·
937703 (1) ·
940137 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'8th St West of SR-5A ' (1) ·
'At 74th Ave ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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)
Culvert 062:
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) ·
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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