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:
'C-15 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX Railroad ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'M CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1)
Critical 006b:
Facility 007:
'BARWICK RD ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'BROWNS FARM/CR-827' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'US27 SR-25 & 80 ' (1)
Number 008:
930030 (1) ·
930054 (1) ·
930442 (1) ·
930443 (1) ·
930444 (1) ·
930445 (1) ·
930447 (1) ·
934151 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934299 (1) ·
934315 (1) ·
934420 (1) ·
934455 (1) ·
934488 (1) ·
934518 (1) ·
934911 (1) ·
934943 (1) ·
934944 (1) ·
935501 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At US-441 Southern Blvd ' (1)
Latitude 016:
Longitude 017:
80043488 (1) ·
80045345 (1) ·
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80054091 (1) ·
80065226 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084953 (1) ·
80102169 (1) ·
80115706 (1) ·
80120923 (1) ·
80121591 (1) ·
80170170 (1) ·
80182538 (1) ·
80293882 (1) ·
80402235 (1) ·
80510902 (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 protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 21 results in range #1 to #21.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
