Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'Frazier Creek ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Kid Creek ' (1) ·
'Lake Washington Road ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'Milner's Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Santiago Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-518 ' (1) ·
'St. Lucie River ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'Tyson Creek ' (1) ·
'US-1 ' (1) ·
INDIAN RIVER (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Hull Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND RD. ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'Old Dixie Highway ' (1) ·
'OLD DIXIE HWY ' (1) ·
'Old Dixie Hwy. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'US-1 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
I-95 SB (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
115 (1) ·
12000 (1) ·
13300 (1) ·
1401 (1) ·
16250 (1) ·
16290 (1) ·
17000 (1) ·
17122 (1) ·
2000 (1) ·
250 (1) ·
25250 (1) ·
2544 (1) ·
28100 (1) ·
3023 (1) ·
32250 (1) ·
34244 (1) ·
3825 (1) ·
41250 (1) ·
4500 (1) ·
600 (1) ·
6500 (1) ·
66500 (1) ·
6700 (1) ·
7100 (1) ·
8100 (1) ·
82500 (1) ·
84500 (1) ·
8900 (1) ·
9100 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
None (1) ·
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) ·
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) ·
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 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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
None (1) ·
1041 (1) ·
115378 (1) ·
12318 (1) ·
126 (1) ·
14054 (1) ·
143138 (1) ·
146608 (1) ·
15441 (1) ·
15788 (1) ·
1696 (1) ·
17176 (1) ·
200 (1) ·
20820 (1) ·
23076 (1) ·
28194 (1) ·
28263 (1) ·
29495 (1) ·
29707 (1) ·
3470 (1) ·
43809 (1) ·
4414 (1) ·
450 (1) ·
48754 (1) ·
5240 (1) ·
55954 (1) ·
59413 (1) ·
71569 (1) ·
7808 (1) ·
7980 (1)
Clearance 116:
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