Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'E-1 Canal ' (1) ·
'East Indian River Relief' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Moore's Creek ' (1) ·
'North Relief Canal ' (1) ·
'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 Turnpike ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'45th Street CR-702' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'Atlantic Ave. ' (1) ·
'Central Blvd ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'Congress Ave. ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Crosstown Parkway ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'East Island Access' (1) ·
'EB SR706 ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Lake Worth Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Lyons Rd ' (1) ·
'Northlake Blvd. EB' (1) ·
'Spanish River Blvd' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR804 E Ocean Ave.' (1) ·
'Tangerine Drive ' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB SR 706 ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
100 (1) ·
1000 (1) ·
101 (1) ·
10300 (1) ·
12500 (1) ·
12750 (1) ·
14600 (1) ·
14878 (1) ·
14900 (1) ·
150 (1) ·
1500 (1) ·
15300 (1) ·
15700 (1) ·
16000 (1) ·
16250 (1) ·
17982 (1) ·
18100 (1) ·
18500 (1) ·
18700 (1) ·
22600 (1) ·
240 (1) ·
2400 (1) ·
25000 (1) ·
32250 (1) ·
32500 (1) ·
32750 (1) ·
40000 (1) ·
4200 (1) ·
47500 (1) ·
55 (1) ·
57500 (1) ·
5760 (1) ·
6042 (1) ·
6100 (1) ·
910 (1) ·
9500 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
Inspect Date 090:
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:
1000 (1) ·
10584 (1) ·
10875 (1) ·
1092 (1) ·
114000 (1) ·
11520 (1) ·
12360 (1) ·
150 (1) ·
15000 (1) ·
1800 (1) ·
18500 (1) ·
200 (1) ·
2020 (1) ·
22121 (1) ·
2500 (1) ·
25331 (1) ·
25813 (1) ·
26546 (1) ·
27150 (1) ·
27240 (1) ·
27760 (1) ·
28050 (1) ·
28194 (1) ·
288 (1) ·
31199 (1) ·
32098 (1) ·
33600 (1) ·
40625 (1) ·
4164 (1) ·
43375 (1) ·
5040 (1) ·
55954 (1) ·
56821 (1) ·
69400 (1) ·
82412 (1) ·
87 (1) ·
99763 (1)
Future Year 115:
Clearance 116:
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