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:
Direction 005e:
Features 006a:
'11th St. Canal ' (1) ·
'ATLANTIS WATERWAY ' (1) ·
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Indian River EastRelief ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-30 CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'SALERNO CREEK ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lake Worth Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MURPHY RD ' (1) ·
'ORANGE TREE DR ' (1) ·
'PINETREE LANE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SW Wood St. ' (1) ·
'TROON DR ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'VENICE DRIVE ' (1) ·
'West Atlantic Ave.' (1) ·
US-1 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
1000 (1) ·
101 (1) ·
1040 (1) ·
10500 (1) ·
120 (1) ·
12020 (1) ·
144 (1) ·
1500 (1) ·
24500 (1) ·
2850 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
3500 (1) ·
364 (1) ·
37000 (1) ·
416 (1) ·
4200 (1) ·
42500 (1) ·
43500 (1) ·
46000 (1) ·
4800 (1) ·
5000 (1) ·
5500 (1) ·
6000 (1) ·
6363 (1) ·
7150 (1) ·
7161 (1) ·
78500 (1) ·
825 (1) ·
9188 (1) ·
960 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
10410 (1) ·
1200 (1) ·
12405 (1) ·
12424 (1) ·
136198 (1) ·
1388 (1) ·
1562 (1) ·
15941 (1) ·
1665 (1) ·
171592 (1) ·
1735 (1) ·
174 (1) ·
18218 (1) ·
200 (1) ·
2000 (1) ·
2020 (1) ·
20855 (1) ·
216 (1) ·
2603 (1) ·
3500 (1) ·
3600 (1) ·
3840 (1) ·
42508 (1) ·
57255 (1) ·
6000 (1) ·
607 (1) ·
6073 (1) ·
64195 (1) ·
694 (1) ·
6940 (1) ·
7200 (1) ·
73738 (1) ·
75472 (1) ·
79810 (1) ·
8328 (1) ·
9543 (1)
Clearance 116:
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