Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13660 (1) ·
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19457 (1) ·
19482 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-17 CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee Slough ' (1) ·
'Nova Canal ' (1) ·
'Padgett Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Tomoka River ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 92 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'Graves Ave ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 Ramp B ' (1) ·
'I-4 WB ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
Number 008:
790008 (1) ·
790022 (1) ·
790023 (1) ·
790042 (1) ·
790099 (1) ·
790100 (1) ·
790106 (1) ·
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930557 (1) ·
934100 (1) ·
934166 (1)
Location 009:
'0.2 Mi. E OF I-95 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'Graves Ave over I-4 ' (1) ·
'I 95 SR 786 Interchange ' (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) ·
'PGA Blvd 2.3mi. W of TPK.' (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/PGA Blvd interchange ' (1)
Latitude 016:
26453191 (1) ·
26453630 (1) ·
26502106 (1) ·
26502431 (1) ·
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26503600 (1) ·
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29091900 (1) ·
29091985 (1) ·
29092639 (1) ·
29103167 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80051756 (1) ·
80054200 (1) ·
80054600 (1) ·
80060970 (1) ·
80074689 (1) ·
80080080 (1) ·
80095948 (1) ·
80102860 (1) ·
81014150 (1) ·
81043203 (1) ·
81043246 (1) ·
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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 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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 32 results in range #1 to #32.
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