Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-59 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'Moore's Creek ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'BARBER STREET ' (1) ·
'Bay Drive ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Crosstown Parkway ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'Dubber Road ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fifth Street ' (1) ·
'FLEMING STREET ' (1) ·
'Fountainhead Blvd.' (1) ·
'HICKORY DRIVE ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'N 13th Street ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'ORANGE TREE DR ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Quantum Blvd. ' (1) ·
'River Drive ' (1) ·
'SE 7TH STREET ' (1) ·
'Spanish River Blvd' (1) ·
'SW 18TH ST ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'TROON DR ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1000 (1) ·
1008 (1) ·
1040 (1) ·
1091 (1) ·
11700 (1) ·
1200 (1) ·
12000 (1) ·
1500 (1) ·
16747 (1) ·
1750 (1) ·
17700 (1) ·
18700 (1) ·
2050 (1) ·
2150 (1) ·
2302 (1) ·
250 (1) ·
25500 (1) ·
2880 (1) ·
3012 (1) ·
3100 (1) ·
3500 (1) ·
3825 (1) ·
4200 (1) ·
440 (1) ·
500 (1) ·
600 (1) ·
6100 (1) ·
630 (1) ·
6363 (1) ·
7600 (1) ·
825 (1) ·
9100 (1) ·
9500 (1) ·
960 (1) ·
9633 (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:
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: (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 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:
1041 (1) ·
10410 (1) ·
10584 (1) ·
11174 (1) ·
1165 (1) ·
13186 (1) ·
1320 (1) ·
1388 (1) ·
1562 (1) ·
15789 (1) ·
16482 (1) ·
1665 (1) ·
1735 (1) ·
19426 (1) ·
2000 (1) ·
2020 (1) ·
20300 (1) ·
2082 (1) ·
20820 (1) ·
208200 (1) ·
2603 (1) ·
27500 (1) ·
28050 (1) ·
300 (1) ·
3036 (1) ·
30710 (1) ·
3494 (1) ·
3556 (1) ·
3600 (1) ·
3994 (1) ·
5378 (1) ·
600 (1) ·
6073 (1) ·
6940 (1) ·
763 (1) ·
7636 (1) ·
7980 (1) ·
900 (1)
Clearance 116:
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