Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
Number 008:
700087 (1) ·
700151 (1) ·
700166 (1) ·
700195 (1) ·
790048 (1) ·
790049 (1) ·
790057 (1) ·
790095 (1) ·
790116 (1) ·
790119 (1) ·
790801 (1) ·
890082 (1)
Location 009:
'0.6 Mi S of Flagler Co. ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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:
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:
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