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)
bridge data > Built 027 
:
1986 or
2003
& Channel 061:
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.
:
1986 or
2003
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Goat Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Lake Gertie ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US-17-92-St Johns River ' (1)
Critical 006b:
Facility 007:
'1st St SW ' (1) ·
'CR-92 EB ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I-4 EB ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N 13th Street ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Valkaria Road ' (1) ·
'Woolbright Road ' (1)
Number 008:
704095 (1) ·
790197 (1) ·
794186 (1) ·
884073 (1) ·
890115 (1) ·
890116 (1) ·
890130 (1) ·
890131 (1) ·
894038 (1) ·
930360 (1) ·
934213 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
934989 (1) ·
936500 (1) ·
945009 (1)
Location 009:
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I-4EB-US-17-92 St Johns R' (1)
Latitude 016:
Longitude 017:
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: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
