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:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Big Tree Road ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SIMARA STREET ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700184 (1) ·
794154 (1) ·
884055 (1) ·
894040 (1) ·
895504 (1) ·
930362 (1) ·
930407 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930438 (1) ·
930441 (1) ·
934482 (1) ·
934922 (1) ·
934923 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937367 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'3 Miles West of SR-786 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314057 (1) ·
26314099 (1) ·
26315179 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26410722 (1) ·
26434195 (1) ·
26515528 (1) ·
26522014 (1) ·
27102110 (1) ·
27111660 (1) ·
27413662 (1) ·
28075792 (1) ·
29095834 (1)
Longitude 017:
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80055723 (1) ·
80074430 (1) ·
80075210 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102271 (1) ·
80102293 (1) ·
80112090 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80135529 (1) ·
80144324 (1) ·
80214953 (1) ·
80264603 (1) ·
80370269 (1) ·
81012484 (1)
Owner 022:
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:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
