Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-520 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'St Johns River Relief ' (1)
Critical 006b:
Facility 007:
Number 008:
700023 (1) ·
700052 (1) ·
790042 (1) ·
790100 (1) ·
930015 (1) ·
930172 (1) ·
930173 (1) ·
930261 (1) ·
930262 (1) ·
930273 (1) ·
934221 (1) ·
934295 (1) ·
934297 (1) ·
934929 (1)
Location 009:
'0.75 mile South of SR 708' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
106500 (1) ·
116000 (1) ·
16000 (1) ·
190500 (1) ·
23000 (1) ·
36500 (1) ·
4400 (1) ·
500 (1) ·
5000 (1) ·
55000 (1) ·
57500 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
184778 (1) ·
201260 (1) ·
27760 (1) ·
330518 (1) ·
39905 (1) ·
600 (1) ·
6000 (1) ·
63328 (1) ·
7634 (1) ·
95425 (1) ·
99763 (1)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
