Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'Crane Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Eau Gallie River ' (1) ·
'Hanson Grant Outlet ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Tomoka River ' (1) ·
'MANATEE CREEK ' (1) ·
'Misner Creek ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Outfall ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Croton Road ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Harney Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'Sixth St. ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-40 ' (1) ·
'SR-405 ' (1) ·
'SR-50 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-710 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 TPK 134.1 ' (1) ·
'Tucker Lane ' (1) ·
'US-192 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
102 (1) ·
106 (1) ·
11100 (1) ·
12600 (1) ·
13250 (1) ·
15400 (1) ·
15607 (1) ·
18041 (1) ·
20 (1) ·
20150 (1) ·
22000 (1) ·
2300 (1) ·
23000 (1) ·
248 (1) ·
2500 (1) ·
28500 (1) ·
29500 (1) ·
3000 (1) ·
31500 (1) ·
32000 (1) ·
32680 (1) ·
34244 (1) ·
40300 (1) ·
44400 (1) ·
4484 (1) ·
45000 (1) ·
46500 (1) ·
46600 (1) ·
5760 (1) ·
59800 (1) ·
76000 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
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) ·
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:
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)
Future 114:
103753 (1) ·
118 (1) ·
1250 (1) ·
131860 (1) ·
174 (1) ·
18041 (1) ·
19258 (1) ·
21861 (1) ·
22989 (1) ·
26719 (1) ·
287 (1) ·
31301 (1) ·
34960 (1) ·
3600 (1) ·
38170 (1) ·
39905 (1) ·
3991 (1) ·
40 (1) ·
4338 (1) ·
49448 (1) ·
51182 (1) ·
5182 (1) ·
54652 (1) ·
55520 (1) ·
56700 (1) ·
59413 (1) ·
69920 (1) ·
7000 (1) ·
77034 (1) ·
78075 (1) ·
80678 (1) ·
80851 (1)
Clearance 116:
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