Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-54 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CR-512 ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Investment Lane ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
Number 008:
700237 (1) ·
700238 (1) ·
884067 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930379 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930516 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
934162 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5 E of Military Trail ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (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) ·
'7MI NORTH OF SR-60 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'NW quad SR811/786 intchge' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 17 results in range #1 to #17.
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