Drilldown: bridge data
From Indian River Lagoon Project
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Features 006a:
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'IWW Halifax River ' (1) ·
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'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'Service Rd & Canal ' (1) ·
'SR-406 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'AVENUE OF PGA ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Congress Ave. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
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'LARCH AVE ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
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'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'US1(SR5) ' (1) ·
'Willow Run Blvd. ' (1)
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT 141st ST ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
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80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
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32750 (1) ·
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4000 (1) ·
440 (1) ·
5500 (1) ·
5900 (1) ·
600 (1) ·
6000 (1) ·
630 (1) ·
8325 (1) ·
9700 (1)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
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126 (1) ·
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33832 (1) ·
34353 (1) ·
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39037 (1) ·
41640 (1) ·
44197 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
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59858 (1) ·
6940 (1) ·
763 (1) ·
9543 (1)
Clearance 116:
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