Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Carter's Canal ' (1) ·
'Cattail Outfall ' (1) ·
'Cow Creek ' (1) ·
'CR-5A ' (1) ·
'Grant Canal ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Sottile Canal ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'Sunshine Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'Wishbone Canal ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
Number 008:
700093 (1) ·
700094 (1) ·
700095 (1) ·
700096 (1) ·
700097 (1) ·
700098 (1) ·
700099 (1) ·
700100 (1) ·
700101 (1) ·
700102 (1) ·
700155 (1) ·
700156 (1) ·
700162 (1) ·
790058 (1) ·
790059 (1) ·
790060 (1) ·
790061 (1) ·
790062 (1) ·
790063 (1) ·
790064 (1) ·
790065 (1) ·
790245 (1) ·
790246 (1)
Location 009:
'0.2mi. S of Williamson Rd' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.5 Mi S of Micco Rd. ' (1) ·
'1.2 Mi S of Grant Rd ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
27505442 (1) ·
27505794 (1) ·
27515948 (1) ·
27531801 (1) ·
27531806 (1) ·
27533277 (1) ·
27540995 (1) ·
27542400 (1) ·
27550069 (1) ·
27555130 (1) ·
27584460 (1) ·
28461638 (1) ·
28461701 (1) ·
28495879 (1) ·
28495944 (1) ·
28554116 (1) ·
28554328 (1) ·
28570264 (1) ·
28570267 (1) ·
29004602 (1) ·
29004609 (1) ·
29071446 (1) ·
29071499 (1)
Longitude 017:
80344333 (1) ·
80344642 (1) ·
80353035 (1) ·
80353417 (1) ·
80353519 (1) ·
80353842 (1) ·
80354795 (1) ·
80355151 (1) ·
80360100 (1) ·
80361398 (1) ·
80370039 (1) ·
80533778 (1) ·
80533868 (1) ·
80544266 (1) ·
80544355 (1) ·
80562450 (1) ·
80562566 (1) ·
80570125 (1) ·
80570342 (1) ·
80591524 (1) ·
80591757 (1) ·
81024200 (1) ·
81024443 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
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) ·
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) ·
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) ·
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)
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 Year 115:
Clearance 116:
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