Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Misner Creek ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Tomoka River ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'Spanish River Blvd' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18TH ST ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18th Street ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10000 (1) ·
102500 (1) ·
10500 (1) ·
106800 (1) ·
12000 (1) ·
12100 (1) ·
14250 (1) ·
1500 (1) ·
15000 (1) ·
15250 (1) ·
18700 (1) ·
23500 (1) ·
24000 (1) ·
31000 (1) ·
32000 (1) ·
34500 (1) ·
39000 (1) ·
4200 (1) ·
45000 (1) ·
47500 (1) ·
55500 (1) ·
6300 (1) ·
6363 (1) ·
6400 (1) ·
8950 (1) ·
9100 (1) ·
9500 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
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: (Click arrow to add another value)
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 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)
Future 114:
10410 (1) ·
10930 (1) ·
15528 (1) ·
1562 (1) ·
15789 (1) ·
16482 (1) ·
171592 (1) ·
17350 (1) ·
177838 (1) ·
18218 (1) ·
185298 (1) ·
2000 (1) ·
2020 (1) ·
20820 (1) ·
208200 (1) ·
20994 (1) ·
21372 (1) ·
24724 (1) ·
2603 (1) ·
26459 (1) ·
28050 (1) ·
40772 (1) ·
41640 (1) ·
53785 (1) ·
55520 (1) ·
59858 (1) ·
67665 (1) ·
6940 (1) ·
7000 (1) ·
7636 (1) ·
78075 (1) ·
82412 (1) ·
96292 (1)
Clearance 116:
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