Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'MAPP ROAD ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Spanish River Blvd' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700209 (1) ·
884076 (1) ·
884083 (1) ·
894059 (1) ·
930537 (1) ·
930538 (1) ·
930540 (1) ·
934468 (1) ·
934469 (1) ·
934711 (1) ·
934968 (1) ·
934969 (1) ·
935222 (1) ·
936776 (1)
Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'I-95 over US-192 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 14 results in range #1 to #14.
