Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-52 Canal ' (1) ·
'Canal 15 ' (1) ·
'Crane Creek Canal ' (1) ·
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lake Dias Creek ' (1) ·
'LEVEE NO.8 ' (1) ·
'Moore's Creek ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Critical 006b:
Facility 007:
'CR-A1A (DIXIE HWY)' (1) ·
'DAVIS ROAD ' (1) ·
'Harrison Street ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'N 13th Street ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'Tymber Creek Road ' (1)
Number 008:
700195 (1) ·
704188 (1) ·
704189 (1) ·
705100 (1) ·
790094 (1) ·
790095 (1) ·
794082 (1) ·
880058 (1) ·
880066 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890021 (1) ·
890043 (1) ·
890044 (1) ·
890106 (1) ·
890159 (1) ·
930407 (1) ·
937202 (1) ·
940003 (1) ·
940004 (1) ·
945009 (1)
Location 009:
'0.1MI E of Riveredge Blvd' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.35Mi N of US-192 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26382390 (1) ·
26410722 (1) ·
27023798 (1) ·
27023948 (1) ·
27034414 (1) ·
27081140 (1) ·
27081946 (1) ·
27094100 (1) ·
27211650 (1) ·
27214720 (1) ·
27270318 (1) ·
27333350 (1) ·
27333415 (1) ·
27382573 (1) ·
27382633 (1) ·
28050700 (1) ·
28055660 (1) ·
28211812 (1) ·
28395480 (1) ·
29100039 (1) ·
29151565 (1) ·
29174390 (1)
Longitude 017:
80054760 (1) ·
80070222 (1) ·
80070240 (1) ·
80105691 (1) ·
80111608 (1) ·
80144500 (1) ·
80145640 (1) ·
80181600 (1) ·
80201436 (1) ·
80214953 (1) ·
80315267 (1) ·
80403783 (1) ·
80403784 (1) ·
80420065 (1) ·
80420110 (1) ·
80432415 (1) ·
80434234 (1) ·
80434242 (1) ·
80512576 (1) ·
81074819 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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:
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) ·
No deficiencies (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:
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 not over waterway. (1)
Future 114:
Clearance 116:
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