Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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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-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-105 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'EPB CANAL C-3 ' (1) ·
'GARDEN CANAL ' (1) ·
'I-95 ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'Lateral D Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'St. Sebastian River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1950 (1) ·
1955 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1968 (1) ·
1970 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1977 (1) ·
1979 (1) ·
1981 (1) ·
1984 (1) ·
1985 (1) ·
1986 (1) ·
1987 (1) ·
1989 (1) ·
1990 (1) ·
1991 (1) ·
1997 (1) ·
2000 (1) ·
2003 (1) ·
2007 (1) ·
2012 (1) ·
2014 (1)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
12000 (1) ·
15600 (1) ·
1600 (1) ·
1680 (1) ·
19500 (1) ·
22000 (1) ·
22500 (1) ·
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250 (1) ·
25000 (1) ·
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2900 (1) ·
29500 (1) ·
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34000 (1) ·
3500 (1) ·
4000 (1) ·
4100 (1) ·
4600 (1) ·
49000 (1) ·
55 (1) ·
57000 (1) ·
6000 (1) ·
6100 (1) ·
6400 (1) ·
720 (1) ·
7400 (1) ·
8400 (1) ·
8800 (1) ·
8900 (1) ·
9300 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1)
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:
10410 (1) ·
10583 (1) ·
11104 (1) ·
12839 (1) ·
14574 (1) ·
15268 (1) ·
15441 (1) ·
1562 (1) ·
16136 (1) ·
20820 (1) ·
208200 (1) ·
2603 (1) ·
27066 (1) ·
2915 (1) ·
33832 (1) ·
38170 (1) ·
39038 (1) ·
400 (1) ·
40772 (1) ·
43375 (1) ·
4500 (1) ·
49447 (1) ·
5031 (1) ·
51182 (1) ·
51387 (1) ·
58990 (1) ·
6073 (1) ·
7114 (1) ·
7118 (1) ·
7200 (1) ·
7981 (1) ·
85015 (1) ·
880 (1) ·
95 (1) ·
98895 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 41 results in range #1 to #41.
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