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:
Route 005d:
Features 006a:
Critical 006b:
Facility 007:
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NW 2ND ST ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1)
Number 008:
790004 (1) ·
890066 (1) ·
890083 (1) ·
890107 (1) ·
930005 (1) ·
930072 (1) ·
930360 (1) ·
930486 (1) ·
930487 (1) ·
934908 (1) ·
940072 (1) ·
940076 (1) ·
940096 (1) ·
940097 (1) ·
940951 (1)
Location 009:
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Just North of SR70 on I95' (1) ·
'US-1 SB over FECRR ' (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)
Length 049:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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