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:
Place 004:
Direction 005e:
Features 006a:
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Jupiter Creek ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'Lake Gertie ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'MIAMI CANAL ' (1) ·
'RCA CANAL ' (1) ·
'SR 70 ' (1)
Critical 006b:
Facility 007:
'CORKSCREW BLVD. ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DUDA ROAD ' (1) ·
'Indiantown Road ' (1) ·
'Levee Road ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
794121 (1) ·
894009 (1) ·
894014 (1) ·
930420 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934136 (1) ·
934139 (1) ·
934502 (1) ·
934519 (1) ·
935221 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
940134 (1) ·
940135 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
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 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:
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
