Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Berrys Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Dirksen Dr ' (1) ·
'E3 CANAL ' (1) ·
'FECRR ' (1) ·
'Header Canal ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral A Canal ' (1) ·
'Padgett Creek ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-404 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'CR-630 (41st St.) ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB SR706 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-400 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'US-1 SB ' (1) ·
'WB SR 70 ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 786 ' (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1st overpass east of I-95' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SALERNO ROAD AND A1A ' (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-95 over Midway Road ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
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: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 45 results in range #1 to #45.
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