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:
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'HAULOVER CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
Critical 006b:
Facility 007:
'COURTENAY PARKWAY ' (1) ·
'CR-714 Indian St. ' (1) ·
'EB SR 786 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'WB SR 786 ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
703004 (1) ·
894062 (1) ·
930461 (1) ·
930481 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930494 (1) ·
930501 (1) ·
930502 (1) ·
930518 (1) ·
930521 (1) ·
930524 (1) ·
930526 (1) ·
930539 (1) ·
940152 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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:
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:
None (1) ·
10063 (1) ·
148776 (1) ·
181308 (1) ·
23422 (1) ·
27066 (1) ·
32445 (1) ·
49014 (1) ·
66364 (1)
Clearance 116: (Click arrow to add another value)
Showing below up to 16 results in range #1 to #16.
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