Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Features 006a:
Critical 006b:
Facility 007:
'CR611B(EDWARDS RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR A1A ' (1) ·
'SR91 SB TPK 152.9 ' (1)
Number 008:
940027 (1) ·
940050 (1) ·
940053 (1) ·
940067 (1) ·
940070 (1) ·
940158 (1) ·
940162 (1) ·
940163 (1) ·
945252 (1) ·
945253 (1) ·
945261 (1) ·
945262 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NORTH OF BLIND CREEK ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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:
Rebuilt 106:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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