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:
'C-18 Canal ' (1) ·
'E-2 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'SR-76 ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hatton Road ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Northlake Blvd. EB' (1) ·
'Port Malabar BL WB' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'US 192 WB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B S.R. 704 ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700233 (1) ·
704097 (1) ·
704098 (1) ·
705920 (1) ·
790208 (1) ·
790248 (1) ·
884074 (1) ·
884100 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
884104 (1) ·
885813 (1) ·
890129 (1) ·
894053 (1) ·
930248 (1) ·
930506 (1) ·
930507 (1) ·
934151 (1) ·
934168 (1) ·
934179 (1) ·
934364 (1) ·
934552 (1)
Location 009:
'0.25 Mile N of Center St.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-613 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26220535 (1) ·
26370900 (1) ·
26422200 (1) ·
26424000 (1) ·
26455392 (1) ·
26483934 (1) ·
26563620 (1) ·
27011625 (1) ·
27063191 (1) ·
27363390 (1) ·
27383371 (1) ·
27391280 (1) ·
27393890 (1) ·
27400430 (1) ·
27403120 (1) ·
27405750 (1) ·
27493308 (1) ·
28010155 (1) ·
28051434 (1) ·
28155940 (1) ·
28160000 (1) ·
29081300 (1) ·
29083995 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80045781 (1) ·
80070650 (1) ·
80071860 (1) ·
80103501 (1) ·
80153917 (1) ·
80182538 (1) ·
80251340 (1) ·
80263114 (1) ·
80264867 (1) ·
80274510 (1) ·
80274550 (1) ·
80274570 (1) ·
80274600 (1) ·
80274650 (1) ·
80331600 (1) ·
80332921 (1) ·
80345692 (1) ·
80354529 (1) ·
80434440 (1) ·
80434460 (1) ·
81070580 (1) ·
81070700 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
