Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
17894 (1) ·
17895 (1) ·
17896 (1) ·
17897 (1) ·
17905 (1) ·
17908 (1) ·
17909 (1) ·
17912 (1) ·
17916 (1) ·
17917 (1) ·
18775 (1) ·
18778 (1) ·
18779 (1) ·
18780 (1) ·
19184 (1) ·
19187 (1) ·
19188 (1) ·
19189 (1) ·
19190 (1) ·
19191 (1) ·
19212 (1) ·
19213 (1) ·
19241 (1) ·
19489 (1) ·
19508 (1) ·
19512 (1) ·
19522 (1) ·
19527 (1)
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-1 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-59 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Canal C-51 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'Goat Creek ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Pluckebaum Canal ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Canal East ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'1st St SW ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'CR-612 8th Street ' (1) ·
'Esplanade Avenue ' (1) ·
'Harrison Street ' (1) ·
'Hatton Road ' (1) ·
'John Rodes Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'LYONS ROAD ' (1) ·
'Minton Road CR-509' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'Range Rd ' (1) ·
'River Drive ' (1) ·
'S. Burnett Rd ' (1) ·
'Service Road ' (1) ·
'SW 48th Avenue ' (1) ·
'Trailwood Drive ' (1) ·
'Tymber Creek Road ' (1) ·
'Valkaria Road ' (1) ·
'Wilden Road ' (1)
Number 008:
704048 (1) ·
704075 (1) ·
704085 (1) ·
704095 (1) ·
704188 (1) ·
704193 (1) ·
704194 (1) ·
705100 (1) ·
705924 (1) ·
705925 (1) ·
794194 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
894061 (1) ·
934178 (1) ·
934552 (1) ·
934731 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'0.1 mi W of Fleming Grant' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At Pluckebaum Rd ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
26315430 (1) ·
26404575 (1) ·
26405072 (1) ·
26424000 (1) ·
26512009 (1) ·
27102390 (1) ·
27351435 (1) ·
27354128 (1) ·
27360764 (1) ·
27363390 (1) ·
27370020 (1) ·
27372705 (1) ·
27382700 (1) ·
27382938 (1) ·
27512302 (1) ·
27571293 (1) ·
28004870 (1) ·
28004932 (1) ·
28010030 (1) ·
28055660 (1) ·
28204418 (1) ·
28204423 (1) ·
28211812 (1) ·
28370440 (1) ·
29060108 (1) ·
29071179 (1) ·
29093016 (1) ·
29152450 (1)
Longitude 017:
80041860 (1) ·
80050300 (1) ·
80110316 (1) ·
80134871 (1) ·
80190720 (1) ·
80214090 (1) ·
80214400 (1) ·
80254958 (1) ·
80264806 (1) ·
80264839 (1) ·
80264867 (1) ·
80264892 (1) ·
80264917 (1) ·
80312618 (1) ·
80331600 (1) ·
80342637 (1) ·
80401977 (1) ·
80420110 (1) ·
80432415 (1) ·
80434410 (1) ·
80441510 (1) ·
80461784 (1) ·
80464729 (1) ·
80480991 (1) ·
80591575 (1) ·
81001126 (1) ·
81015661 (1) ·
81074440 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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 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 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 28 results in range #1 to #28.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
