Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13660 (1) ·
13667 (1) ·
13668 (1) ·
13678 (1) ·
13709 (1) ·
13710 (1) ·
13712 (1) ·
13713 (1) ·
13753 (1) ·
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18747 (1) ·
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18756 (1) ·
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18766 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-18 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jupiter Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'MANATEE CREEK ' (1) ·
'Nova Canal ' (1) ·
'Padgett Creek ' (1) ·
'SLOUGH ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
Critical 006b:
Facility 007:
Number 008:
790008 (1) ·
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930420 (1) ·
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934144 (1)
Location 009:
'.5 mi East of I-95 ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-4 WB over I-95 ' (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) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (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-400 and Nova Rd. ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26560189 (1) ·
26560245 (1) ·
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29103167 (1)
Longitude 017:
80050063 (1) ·
80064817 (1) ·
80083165 (1) ·
80100580 (1) ·
80103468 (1) ·
80105883 (1) ·
80111763 (1) ·
80901477 (1) ·
81014150 (1) ·
81043203 (1) ·
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81043623 (1) ·
81044346 (1) ·
81051410 (1) ·
81051478 (1) ·
81070580 (1) ·
81070700 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (1) ·
81153534 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1) ·
81190878 (1) ·
81191063 (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 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) ·
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) ·
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 not over waterway. (1)
Future 114:
Clearance 116:
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