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:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Lucie River ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'W. Relief Indian River ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-441 SR-15 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10502 (1) ·
106 (1) ·
115 (1) ·
120 (1) ·
1200 (1) ·
121 (1) ·
15700 (1) ·
160 (1) ·
1728 (1) ·
17750 (1) ·
18041 (1) ·
1854 (1) ·
190 (1) ·
200 (1) ·
20500 (1) ·
2300 (1) ·
2341 (1) ·
2500 (1) ·
2600 (1) ·
3000 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
4100 (1) ·
5760 (1) ·
6761 (1) ·
6900 (1) ·
7161 (1) ·
9100 (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)
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) ·
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)
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 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)
Future 114:
11730 (1) ·
11972 (1) ·
12424 (1) ·
15788 (1) ·
174 (1) ·
180 (1) ·
1800 (1) ·
18221 (1) ·
192 (1) ·
200 (1) ·
240 (1) ·
27240 (1) ·
2776 (1) ·
300 (1) ·
30796 (1) ·
31301 (1) ·
3217 (1) ·
330 (1) ·
35568 (1) ·
3600 (1) ·
3990 (1) ·
4062 (1) ·
4338 (1) ·
4511 (1) ·
500 (1) ·
5398 (1) ·
6300 (1) ·
7000 (1) ·
7114 (1)
Clearance 116:
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