Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Australian Avenue ' (1) ·
'Canal ' (1) ·
'Cattail Outfall ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-3 CANAL ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Indian River ' (1) ·
'Kid Creek ' (1) ·
'Nova Road Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Tyson Creek ' (1) ·
'Wishbone Canal ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'Driveway Ent. Exit' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-405 ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-9(I-95) ' (1) ·
'SR-A1A ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
Fiske Blvd Ramps (1)
Number 008:
700003 (1) ·
700093 (1) ·
700094 (1) ·
700097 (1) ·
700098 (1) ·
700166 (1) ·
700167 (1) ·
700170 (1) ·
700171 (1) ·
700180 (1) ·
790113 (1) ·
790164 (1) ·
790165 (1) ·
790199 (1) ·
790216 (1) ·
795587 (1) ·
880069 (1) ·
890090 (1) ·
890139 (1) ·
890144 (1) ·
930190 (1) ·
930439 (1) ·
930479 (1)
Location 009:
'0.5 mile E. of US-1 ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
26404080 (1) ·
26411700 (1) ·
26420100 (1) ·
26575410 (1) ·
27052013 (1) ·
27073439 (1) ·
27422555 (1) ·
27505442 (1) ·
27505794 (1) ·
27533277 (1) ·
27540995 (1) ·
27573877 (1) ·
28172130 (1) ·
28212138 (1) ·
28212333 (1) ·
28233366 (1) ·
28330264 (1) ·
29013630 (1) ·
29103958 (1) ·
29104333 (1) ·
29104539 (1) ·
29123640 (1) ·
29134537 (1)
Longitude 017:
80041855 (1) ·
80042465 (1) ·
80074325 (1) ·
80102114 (1) ·
80170982 (1) ·
80322419 (1) ·
80323057 (1) ·
80341739 (1) ·
80344333 (1) ·
80344642 (1) ·
80353842 (1) ·
80354795 (1) ·
80363250 (1) ·
80432467 (1) ·
80432470 (1) ·
80443123 (1) ·
80501321 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81030833 (1) ·
81055893 (1) ·
81111930 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate 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 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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1)
Future 114:
Clearance 116:
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