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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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'Brando Canal ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'Conners Canal ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'Gabordy's Canal ' (1) ·
'Hillsboro Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB Drainage Canal ' (1) ·
'WPB STUB CANAL ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Barracuda Blvd. ' (1) ·
'BELVEDERE RD ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE ' (1) ·
'E/B S.R. 704 ' (1) ·
'Fifth Street ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Jog Road ' (1) ·
'KIRK ROAD ' (1) ·
'Magnolia St. ' (1) ·
'MERCER AVE ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PINE RIDGE WAY ' (1) ·
'Pioneer Road ' (1) ·
'Private Road ' (1) ·
'Prosperity Farms R' (1) ·
'Riverbend Park Rd ' (1) ·
'Riverside Drive ' (1) ·
'Southern Boulevard' (1) ·
'SR-44 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SUMMIT BLVD ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.5mi East US1 Lakeworth ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10200 (1) ·
1091 (1) ·
11900 (1) ·
12100 (1) ·
12700 (1) ·
12750 (1) ·
13716 (1) ·
1440 (1) ·
14500 (1) ·
1550 (1) ·
16000 (1) ·
18000 (1) ·
18700 (1) ·
213000 (1) ·
2165 (1) ·
222000 (1) ·
22500 (1) ·
23500 (1) ·
2599 (1) ·
26000 (1) ·
300 (1) ·
30000 (1) ·
30500 (1) ·
3500 (1) ·
38000 (1) ·
3820 (1) ·
440 (1) ·
500 (1) ·
54000 (1) ·
5458 (1) ·
5500 (1) ·
6000 (1) ·
6042 (1) ·
6700 (1) ·
9900 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
10410 (1) ·
10875 (1) ·
11624 (1) ·
120 (1) ·
1320 (1) ·
1665 (1) ·
17176 (1) ·
17697 (1) ·
19050 (1) ·
2000 (1) ·
20574 (1) ·
20647 (1) ·
20994 (1) ·
22121 (1) ·
25157 (1) ·
2603 (1) ·
2620 (1) ·
27760 (1) ·
31230 (1) ·
3145 (1) ·
32445 (1) ·
369555 (1) ·
385170 (1) ·
39037 (1) ·
40772 (1) ·
45110 (1) ·
4622 (1) ·
500 (1) ·
52050 (1) ·
52917 (1) ·
6073 (1) ·
625 (1) ·
65930 (1) ·
6604 (1) ·
694 (1) ·
93690 (1) ·
9625 (1)
Clearance 116:
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