Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12235 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'C-15 Canal ' (1) ·
'CANAL ' (1) ·
'Crane Creek ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'US-17/92 ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'Boynton Bch Blvd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Dubber Road ' (1) ·
'French Avenue ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'ORANGE TREE DR ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-472 ' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
705601 (1) ·
790055 (1) ·
790166 (1) ·
794006 (1) ·
884064 (1) ·
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937002 (1) ·
937003 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
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Longitude 017:
80033398 (1) ·
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81195603 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1008 (1) ·
101 (1) ·
101000 (1) ·
1040 (1) ·
1047 (1) ·
12500 (1) ·
13300 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
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200 (1) ·
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255 (1) ·
3450 (1) ·
3500 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
38500 (1) ·
45360 (1) ·
6124 (1) ·
6900 (1) ·
77000 (1) ·
800 (1) ·
9188 (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 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) ·
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:
10625 (1) ·
1165 (1) ·
11972 (1) ·
126 (1) ·
1267 (1) ·
133595 (1) ·
1388 (1) ·
15941 (1) ·
1735 (1) ·
174 (1) ·
175235 (1) ·
20400 (1) ·
23076 (1) ·
250 (1) ·
28501 (1) ·
28801 (1) ·
300 (1) ·
30362 (1) ·
36435 (1) ·
37129 (1) ·
41640 (1) ·
5205 (1) ·
6073 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
66798 (1) ·
73000 (1) ·
78700 (1)
Clearance 116:
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