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:
13771 (1) ·
15274 (1) ·
15767 (1) ·
15768 (1) ·
15774 (1) ·
15782 (1) ·
15809 (1) ·
15820 (1) ·
15827 (1) ·
15840 (1) ·
15841 (1) ·
15851 (1) ·
15863 (1) ·
15864 (1) ·
15883 (1) ·
15884 (1) ·
15894 (1) ·
15895 (1) ·
15896 (1) ·
15902 (1) ·
15903 (1) ·
15908 (1) ·
15909 (1) ·
15910 (1) ·
15913 (1) ·
15914 (1) ·
15918 (1) ·
15926 (1) ·
15928 (1) ·
15929 (1) ·
17907 (1) ·
17910 (1) ·
19554 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Haverhill Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Harney Road ' (1) ·
'LAKE IDA ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'PALMETTO PK RD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'St. Johns Heritage' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'Wickham Road ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
704190 (1) ·
704197 (1) ·
794050 (1) ·
894019 (1) ·
934128 (1) ·
934129 (1) ·
934139 (1) ·
934151 (1) ·
934272 (1) ·
934295 (1) ·
934315 (1) ·
934345 (1) ·
934346 (1) ·
934406 (1) ·
934468 (1) ·
934469 (1) ·
934901 (1) ·
934902 (1) ·
934915 (1) ·
934916 (1) ·
934918 (1) ·
934925 (1) ·
934926 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
934952 (1) ·
934960 (1) ·
934964 (1) ·
944016 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.9 Miles South of US-192' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195525 (1) ·
26203857 (1) ·
26203879 (1) ·
26210226 (1) ·
26252703 (1) ·
26252706 (1) ·
26252770 (1) ·
26252771 (1) ·
26280864 (1) ·
26280868 (1) ·
26281579 (1) ·
26290169 (1) ·
26290244 (1) ·
26290245 (1) ·
26304774 (1) ·
26304823 (1) ·
26332602 (1) ·
26342010 (1) ·
26342072 (1) ·
26360954 (1) ·
26401280 (1) ·
26403896 (1) ·
26455392 (1) ·
26501410 (1) ·
26525635 (1) ·
26525705 (1) ·
26582879 (1) ·
27234060 (1) ·
28024500 (1) ·
28080403 (1) ·
28470565 (1)
Longitude 017:
80042035 (1) ·
80043939 (1) ·
80043945 (1) ·
80050618 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80054960 (1) ·
80060834 (1) ·
80060838 (1) ·
80071317 (1) ·
80071862 (1) ·
80071933 (1) ·
80072101 (1) ·
80072169 (1) ·
80074383 (1) ·
80074489 (1) ·
80074511 (1) ·
80074641 (1) ·
80074643 (1) ·
80075060 (1) ·
80081246 (1) ·
80084210 (1) ·
80084773 (1) ·
80084780 (1) ·
80084953 (1) ·
80101305 (1) ·
80101307 (1) ·
80182538 (1) ·
80205980 (1) ·
80401823 (1) ·
80448000 (1) ·
81013072 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090: (Click arrow to add another value)
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:
Showing below up to 33 results in range #1 to #33.
