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:
Critical 006b:
Facility 007:
'Big Tree Road ' (1) ·
'E Gateway Blvd ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-5A ' (1) ·
'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
790178 (1) ·
790183 (1) ·
790184 (1) ·
794154 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930069 (1) ·
930376 (1) ·
930380 (1) ·
930433 (1) ·
930434 (1) ·
930493 (1) ·
930526 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.5 miles North of SR-706' (1) ·
'I 95 SR 706 interchange ' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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