Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'City St. & Crane Creek ' (1) ·
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'I-95 (SR-9) ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Military Trail ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Palmetto Park Road ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'PHIPP CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-401 ' (1) ·
'Tomoka River ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'Congress Ave. ' (1) ·
'EB SR 704 ' (1) ·
'I 95 NB ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'Malabar Rd ' (1) ·
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'NB I-95 ( SR-9 ) ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
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Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'300' E of FL Turnpike ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Boca Raton ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
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Longitude 017:
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81051074 (1)
Owner 022:
Built 027:
Traffic 029:
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:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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) ·
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:
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68532 (1) ·
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80851 (1) ·
90220 (1) ·
91351 (1)
Clearance 116:
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