Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB SR 70 ' (1)
Number 008:
940057 (1) ·
940073 (1) ·
940076 (1) ·
940083 (1) ·
940096 (1) ·
940097 (1) ·
940101 (1) ·
940102 (1) ·
940119 (1) ·
940134 (1) ·
940148 (1) ·
940149 (1) ·
940951 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058: (Click arrow to add another value)
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:
Direction 102: (Click arrow to add another value)
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 15 results in range #1 to #15.
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