Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'Thompson River ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'10th Ave North ' (1) ·
'Atlantic Ave. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Beach Blvd' (1) ·
'Central Blvd ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'LPGA Blvd ' (1) ·
'Military Trail ' (1) ·
'SR 710 ' (1) ·
'SR 804 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
790171 (1) ·
884071 (1) ·
894062 (1) ·
930069 (1) ·
930237 (1) ·
930263 (1) ·
930289 (1) ·
930379 (1) ·
930463 (1) ·
930464 (1) ·
930534 (1) ·
931009 (1) ·
931010 (1) ·
934138 (1) ·
934360 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At CR-613 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'Just West of I 95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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 16 results in range #1 to #16.
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