Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR68 ORNG AV 156.1' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
Number 008:
940053 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940059 (1) ·
940060 (1) ·
940072 (1) ·
940073 (1) ·
940076 (1) ·
940083 (1) ·
940121 (1) ·
940134 (1) ·
940951 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
