Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'CSX RR ' (1) ·
'FL TPK SR-91 ' (1) ·
'Groover Creek ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'Misner Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-40 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Tidal Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib to Groover Creek ' (1) ·
'W. Relief Indian River ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'6 Ave S to NB I-95' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-723 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'KELLER ROAD ' (1) ·
'Main Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR802 (Lake Worth)' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10500 (1) ·
10516 (1) ·
113000 (1) ·
116000 (1) ·
1200 (1) ·
14250 (1) ·
15250 (1) ·
15400 (1) ·
15700 (1) ·
160 (1) ·
190500 (1) ·
19300 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
25250 (1) ·
28500 (1) ·
32000 (1) ·
3240 (1) ·
34500 (1) ·
401 (1) ·
50500 (1) ·
5792 (1) ·
66000 (1) ·
6900 (1) ·
7350 (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)
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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
114510 (1) ·
11972 (1) ·
12752 (1) ·
13145 (1) ·
1500 (1) ·
15962 (1) ·
18218 (1) ·
192 (1) ·
196055 (1) ·
201260 (1) ·
24724 (1) ·
2500 (1) ·
26459 (1) ·
26719 (1) ·
27240 (1) ·
330518 (1) ·
33486 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
43809 (1) ·
485 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
55520 (1) ·
59858 (1) ·
7008 (1) ·
87618 (1)
Clearance 116:
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