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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LAKE WORTH ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Loxahatchee Slough ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'IBIS WAY ' (1) ·
'ISLAND ROAD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-710 ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
Number 008:
930121 (1) ·
930171 (1) ·
930178 (1) ·
930335 (1) ·
930336 (1) ·
930344 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930518 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930557 (1) ·
934138 (1) ·
934275 (1) ·
936801 (1) ·
936802 (1) ·
937000 (1) ·
937002 (1) ·
937003 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'NW quad SR811/786 intchge' (1)
Latitude 016:
26382089 (1) ·
26414288 (1) ·
26422060 (1) ·
26455600 (1) ·
26484490 (1) ·
26490130 (1) ·
26490150 (1) ·
26492016 (1) ·
26492039 (1) ·
26492346 (1) ·
26494457 (1) ·
26494723 (1) ·
26495114 (1) ·
26500886 (1) ·
26502240 (1) ·
26502290 (1) ·
26502490 (1) ·
26503600 (1) ·
26503900 (1) ·
26504600 (1) ·
26504915 (1)
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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)
