Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Beamer's Canal ' (1) ·
'Burns Road ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'E-1 Canal ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Ida Road ' (1) ·
'Lateral J Canal ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'WPB CANAL C-51 ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'Bellevue Ave ' (1) ·
'Central Blvd. ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'KIRK ROAD ' (1) ·
'Lake Ida Road ' (1) ·
'Melaleuca Lane ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'Stribling Way ' (1) ·
'WB US 98 SR 80 ' (1) ·
'Wickham Road ' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704197 (1) ·
790221 (1) ·
790249 (1) ·
884080 (1) ·
930460 (1) ·
930462 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930504 (1) ·
930521 (1) ·
930530 (1) ·
930531 (1) ·
930539 (1) ·
934175 (1) ·
934301 (1) ·
934361 (1) ·
934751 (1) ·
934963 (1) ·
940152 (1) ·
941001 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'40ft. E. of SR-5A ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-80 & Military Trail ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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:
148776 (1) ·
15268 (1) ·
17176 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
20574 (1) ·
24984 (1) ·
25331 (1) ·
27066 (1) ·
27884 (1) ·
42000 (1) ·
46846 (1) ·
49014 (1) ·
5500 (1) ·
57255 (1) ·
74605 (1) ·
85882 (1)
Clearance 116:
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