Drilldown: bridge data
From Indian River Lagoon Project
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13684 (1) ·
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County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'B19 Canal ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Berrys Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Cow Creek ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'Spruce Creek ' (1) ·
'SR-421 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'Tomoka River ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
Critical 006b:
Facility 007:
'8th Street ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Madeline Avenue ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'Sixth St. ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-5A ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
790058 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'8th St West of SR-5A ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
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Longitude 017:
80544266 (1) ·
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80551845 (1) ·
80562450 (1) ·
80562566 (1) ·
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80570342 (1) ·
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81170324 (1) ·
81170942 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Lanes 028a: (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) ·
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: (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 not over waterway. (1)
Future 114:
Clearance 116:
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