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-17 Canal ' (1) ·
'Canal ' (1) ·
'CANAL L-30 ' (1) ·
'CPB20 CANAL ' (1) ·
'Drainage Canal ' (1) ·
'Eau-Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LATERAL CANAL A ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'POPPOLTON CREEK ' (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'Blue Heron Blvd. ' (1) ·
'DAVIS ROAD ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'N 13th Street ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 710 ' (1) ·
'SR-518 ' (1) ·
'SR-5A ' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'St. Johns Heritage' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700191 (1) ·
704190 (1) ·
790117 (1) ·
790136 (1) ·
790168 (1) ·
790180 (1) ·
790249 (1) ·
880085 (1) ·
884061 (1) ·
890048 (1) ·
930523 (1) ·
930534 (1) ·
934220 (1) ·
934222 (1) ·
934419 (1) ·
935221 (1) ·
937202 (1) ·
937360 (1) ·
940003 (1) ·
940004 (1) ·
945009 (1) ·
945273 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'2.9 Miles South of US-192' (1) ·
'4.6MI W OF US-1 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'40ft. E. of SR-5A ' (1) ·
'8th St West of SR-5A ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'By Indian Grove Dr. ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'SR-5A at 3rd St ' (1)
Latitude 016:
26212337 (1) ·
26290227 (1) ·
26382390 (1) ·
26415887 (1) ·
26422207 (1) ·
26422263 (1) ·
26461200 (1) ·
26465191 (1) ·
27111696 (1) ·
27161503 (1) ·
27211650 (1) ·
27214720 (1) ·
27270318 (1) ·
27384653 (1) ·
27385744 (1) ·
28024500 (1) ·
28074371 (1) ·
29001688 (1) ·
29065637 (1) ·
29112242 (1) ·
29132818 (1) ·
29135704 (1)
Longitude 017:
80044300 (1) ·
80053100 (1) ·
80054760 (1) ·
80055370 (1) ·
80082019 (1) ·
80135980 (1) ·
80135984 (1) ·
80140096 (1) ·
80144500 (1) ·
80145640 (1) ·
80151037 (1) ·
80201436 (1) ·
80214773 (1) ·
80240150 (1) ·
80274670 (1) ·
80390094 (1) ·
80448000 (1) ·
80545204 (1) ·
80591557 (1) ·
81015422 (1) ·
81025860 (1) ·
81031490 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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 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:
Showing below up to 22 results in range #1 to #22.
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