Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
DeBary (1) ·
Delray Beach (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Malabar (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Sebastian (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Konomac Canal ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-514 ' (1) ·
'Sweetwater Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'I-95 - SR-514 ' (1) ·
'Just west of I-95 ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1008 (1) ·
1140 (1) ·
121 (1) ·
13300 (1) ·
13500 (1) ·
1394 (1) ·
1600 (1) ·
1728 (1) ·
1810 (1) ·
2000 (1) ·
2150 (1) ·
300 (1) ·
3000 (1) ·
3200 (1) ·
322 (1) ·
3240 (1) ·
400 (1) ·
439 (1) ·
47500 (1) ·
4800 (1) ·
5300 (1) ·
5800 (1) ·
5869 (1) ·
6000 (1) ·
6062 (1) ·
6298 (1) ·
64500 (1) ·
6493 (1) ·
6600 (1) ·
716 (1) ·
7300 (1) ·
742 (1) ·
7600 (1) ·
7800 (1) ·
8100 (1) ·
8758 (1) ·
9350 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058: (Click arrow to add another value)
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:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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:
10063 (1) ·
10597 (1) ·
111908 (1) ·
11451 (1) ·
1165 (1) ·
12666 (1) ·
13186 (1) ·
13533 (1) ·
1379 (1) ·
14054 (1) ·
1612 (1) ·
16222 (1) ·
180 (1) ·
18000 (1) ·
2091 (1) ·
23076 (1) ·
23422 (1) ·
240 (1) ·
2603 (1) ·
2776 (1) ·
373 (1) ·
3840 (1) ·
500 (1) ·
508 (1) ·
5205 (1) ·
7032 (1) ·
7101 (1) ·
7200 (1) ·
7279 (1) ·
7857 (1) ·
82412 (1) ·
828 (1) ·
8328 (1) ·
898 (1) ·
9196 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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