Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Future 114 : 2275 or 4511 or 45110

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ObjectID:
13705 (1) · 13717 (1) · 15202 (1) · 15283 (1) · 15644 (1) · 15805 (1) · 16018 (1) · 16031 (1)
Status:
AM (1) · MM (1)
Date:
04-03 (1) · 05-03 (1) · 12-02 (1)
County 003:
Martin (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)
Place 004:
None (1) · DeLand (1) · Fort Pierce (1) · Indiantown village (1) · Jupiter Island (1) · New Smyrna Beach (1) · Palm Beach Gardens (1) · West Palm Beach (1)
Route 005d:
00000 (1) · 00005 (1) · 00070 (1) · 00091 (1) · 00600 (1) · 00726 (1) · 00786 (1)
Direction 005e:
None (1)
Features 006a:
'BRANCH OF C-44 CANAL ' (1) · 'Canal ' (1) · 'Five Mile Creek ' (1) · 'FL. TPK. SR-91 ' (1) · 'Little Haw Creek ' (1) · 'LOXAHATCHEE RIV NW FORK ' (1) · 'M CANAL ' (1) · 'SR 91 TPK(FT PIERCE INT)' (1)
Critical 006b:
None (1)
Facility 007:
'CR726(CITRUS BLVD)' (1) · 'HAVERHILL ROAD ' (1) · 'ISLAND WAY ' (1) · 'Okeechobee Rd. ' (1) · 'PGA Blvd. (SR 786)' (1) · 'SR91 SB TPK 152.9 ' (1) · 'US-1 ' (1) · 'US-92 ' (1)
Number 008:
790093 (1) · 790117 (1) · 890015 (1) · 894044 (1) · 930265 (1) · 934256 (1) · 940028 (1) · 940053 (1)
Location 009:
'0.5Mi N of PLMBCH CO LINE' (1) · '0.7Mi S OF CR-702/45TH ST' (1) · '1.3 miles east of I-95 ' (1) · '2.3 MI E of US-17 ' (1) · '3.6 Mi. E of SR-710 ' (1) · 'FT PIERCE INTERCHANGE ' (1) · 'New Smyrna Bch C.L. ' (1) · 'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26450216 (1) · 26502106 (1) · 26583556 (1) · 27020590 (1) · 27243006 (1) · 27252426 (1) · 29001688 (1) · 29033853 (1)
Longitude 017:
80070375 (1) · 80074689 (1) · 80075632 (1) · 80221757 (1) · 80240119 (1) · 80241142 (1) · 80545204 (1) · 81160650 (1)
Owner 022:
31 (1) · County (1) · FDOT (1)
Built 027:
1944 (1) · 1956 (1) · 1957 (1) · 1958 (1) · 1968 (1) · 1976 (1) · 1992 (1) · 1995 (1)
Lanes 028a:
2 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1)
Traffic 029:
1950 (1) · 2600 (1) · 26000 (1)
Traffic Year 030:
2015 (1) · 2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
27 (1) · 46 (1) · 53 (1) · 6 (1) · 60 (1) · 8 (1) · 85 (1) · 9 (1)
Width 052:
0 (1) · 11 (1) · 13 (1) · 14 (1) · 27 (1) · 37 (1)
Deck 058:
Fair (1) · Good (1) · N/A (1)
Superstructure 059:
Fair (1) · Good (1) · N/A (1)
Substructure 060:
Good (1) · N/A (1)
Channel 061:
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) · 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) · Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive 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:
04-17 (1) · 05-16 (1) · 06-17 (1) · 07-17 (1) · 10-16 (1) · 12-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 1991 (1) · 1997 (1) · 2010 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (1)
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: (Click arrow to add another value)
Future Year 115:
2037 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1)

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