Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
121 (1) ·
13000 (1) ·
13500 (1) ·
13716 (1) ·
14600 (1) ·
15043 (1) ·
15300 (1) ·
160500 (1) ·
171500 (1) ·
17300 (1) ·
20000 (1) ·
26000 (1) ·
27000 (1) ·
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500 (1) ·
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6000 (1) ·
630 (1) ·
7000 (1) ·
7400 (1) ·
800 (1) ·
85750 (1) ·
8800 (1) ·
9100 (1) ·
9188 (1) ·
9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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:
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:
10250 (1) ·
1041 (1) ·
10410 (1) ·
12839 (1) ·
1388 (1) ·
148776 (1) ·
150 (1) ·
15268 (1) ·
15789 (1) ·
15941 (1) ·
17003 (1) ·
20574 (1) ·
22555 (1) ·
23422 (1) ·
25331 (1) ·
26100 (1) ·
26546 (1) ·
278468 (1) ·
297552 (1) ·
30015 (1) ·
32400 (1) ·
34700 (1) ·
45110 (1) ·
48580 (1) ·
5726 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6073 (1) ·
66364 (1) ·
7460 (1) ·
82412 (1) ·
96292 (1)
Clearance 116:
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