Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
15278 (1) ·
15679 (1) ·
15872 (1) ·
15875 (1) ·
16065 (1) ·
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16070 (1) ·
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17860 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CR 709 & FECRR ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Horse Creek ' (1) ·
'I-95 ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Relief ' (1) ·
'Lateral A Canal ' (1) ·
'MAPLE CREEK ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Taylor Creek ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'57th Street ' (1) ·
'Blue Heron Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'Croton Road ' (1) ·
'Dunn Avenue ' (1) ·
'Juanita Ave. ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-507 ' (1) ·
'US 192 WB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
Pineda Causeway (1)
Number 008:
700186 (1) ·
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Location 009:
.1 Mi E of I-95 (1) ·
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
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29115274 (1)
Longitude 017:
80022352 (1) ·
80035722 (1) ·
80052654 (1) ·
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80161820 (1) ·
80201872 (1) ·
80231981 (1) ·
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80411355 (1) ·
80413808 (1) ·
80422199 (1) ·
81054486 (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 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) ·
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: (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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