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:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'Fifth Street ' (1) ·
'Fox Lake Rd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 ' (1) ·
'INDIAN STREET ' (1) ·
'SIMARA STREET ' (1) ·
'SR-40 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Tucker Lane ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700056 (1) ·
700133 (1) ·
704093 (1) ·
704094 (1) ·
790026 (1) ·
795701 (1) ·
884027 (1) ·
884036 (1) ·
894040 (1) ·
895504 (1) ·
930006 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930441 (1) ·
940003 (1) ·
940004 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'No. City Line Boca Raton ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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: (Click arrow to add another value)
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 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 19 results in range #1 to #19.
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