Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
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) ·
'BRITT CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'S-135 Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'ISLAND WAY ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 SB TPK 134.32' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'SW Wood St. ' (1) ·
'TROPICALIA AVE. ' (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) ·
1000 (1) ·
10502 (1) ·
106 (1) ·
115 (1) ·
120 (1) ·
1200 (1) ·
121 (1) ·
144 (1) ·
1550 (1) ·
160 (1) ·
1728 (1) ·
18041 (1) ·
1854 (1) ·
190 (1) ·
1950 (1) ·
200 (1) ·
2000 (1) ·
22200 (1) ·
2341 (1) ·
2400 (1) ·
24000 (1) ·
2500 (1) ·
2600 (1) ·
2850 (1) ·
3000 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
4000 (1) ·
516 (1) ·
5760 (1) ·
6761 (1) ·
7161 (1) ·
7630 (1) ·
9200 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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)
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
11730 (1) ·
12424 (1) ·
13238 (1) ·
15962 (1) ·
174 (1) ·
180 (1) ·
1800 (1) ·
18221 (1) ·
192 (1) ·
200 (1) ·
2000 (1) ·
216 (1) ·
2275 (1) ·
240 (1) ·
2500 (1) ·
2689 (1) ·
2776 (1) ·
300 (1) ·
31301 (1) ·
3217 (1) ·
330 (1) ·
3500 (1) ·
3600 (1) ·
38517 (1) ·
4062 (1) ·
4164 (1) ·
41640 (1) ·
4338 (1) ·
4500 (1) ·
4511 (1) ·
500 (1) ·
5398 (1) ·
6300 (1) ·
7000 (1) ·
832 (1)
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