Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
'12th Avenue South ' (1) ·
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'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Elbow Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Palmetto Park Road ' (1) ·
'PHIPP CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-520 ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Triple box culvert ' (1) ·
'US-92 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD ' (1) ·
'CR 880 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
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'Jensen Bch. Cswy. ' (1) ·
'PIONEER ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-5A ' (1) ·
'SR-91 NB TPK 150.7' (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 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) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1)
Number 008:
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Location 009:
'0.37MI N OF SR-712 ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'1 mile North of SR 812 ' (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) ·
'1.25mi N of SR-68 ' (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) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT US-441 SR-7 ' (1) ·
'Boca Raton ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
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Owner 022:
Built 027:
Traffic 029:
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4400 (1) ·
44400 (1) ·
46500 (1) ·
46600 (1) ·
500 (1) ·
52000 (1) ·
55000 (1) ·
57500 (1) ·
68700 (1) ·
78500 (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:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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34960 (1) ·
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3904 (1) ·
42941 (1) ·
57689 (1) ·
600 (1) ·
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99763 (1)
Clearance 116:
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