Drilldown: bridge data
From Indian River Lagoon Project
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17890 (1) ·
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'B19 Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Bessey Creek ' (1) ·
'C-51 CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Canal C-51 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Haw Swamp ' (1) ·
'Rio Mar Bay ' (1) ·
'Spruce Creek ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'1st St SW ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'CR-4009 ' (1) ·
'CR-612 8th Street ' (1) ·
'Dunn Avenue ' (1) ·
'Enterprise Rd. ' (1) ·
'Esplanade Avenue ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I-95 ' (1) ·
'LittleRanchesTrail' (1) ·
'LYONS ROAD ' (1) ·
'Madeline Avenue ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Port Malabar BL WB' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'SR 400 WB ' (1) ·
'SW 48th Avenue ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Trailwood Drive ' (1) ·
'Truck Trail #12 ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
700236 (1) ·
704097 (1) ·
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940163 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.0 MI N of US-92 on I-95' (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 - 58th Ave ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Lake George Conservation ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'South Side of US-98 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26315430 (1) ·
26342040 (1) ·
26404575 (1) ·
26405072 (1) ·
26424000 (1) ·
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29153934 (1)
Longitude 017:
80041860 (1) ·
80050300 (1) ·
80102300 (1) ·
80110316 (1) ·
80134871 (1) ·
80190720 (1) ·
80214090 (1) ·
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80494783 (1) ·
80495800 (1) ·
80591575 (1) ·
81013690 (1) ·
81015661 (1) ·
81024200 (1) ·
81040678 (1) ·
81054486 (1) ·
81103100 (1) ·
81164575 (1) ·
81211913 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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 (including piles) on dry land well above flood water elevations. (1) ·
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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