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) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LATERAL CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'M CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-421 ' (1) ·
'SR-68 ' (1)
Critical 006b:
Facility 007:
Number 008:
700130 (1) ·
790227 (1) ·
790229 (1) ·
880105 (1) ·
884047 (1) ·
884080 (1) ·
894019 (1) ·
930107 (1) ·
930351 (1) ·
930910 (1) ·
934151 (1) ·
937001 (1) ·
940097 (1) ·
940137 (1) ·
944008 (1)
Location 009:
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6Mi W of US-1 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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