Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'Frazier Creek ' (1) ·
'I-95 ' (1) ·
'Lake Washington Road ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-518 ' (1) ·
'Tillman Canal ' (1) ·
'US-1 ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'BARWICK RD ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND RD. ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NW 20TH ST. EB ' (1) ·
'Old Dixie Highway ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
I-95 SB (1)
Number 008:
700029 (1) ·
700034 (1) ·
700043 (1) ·
700116 (1) ·
700123 (1) ·
700941 (1) ·
790080 (1) ·
790081 (1) ·
790082 (1) ·
790083 (1) ·
790084 (1) ·
880068 (1) ·
890002 (1) ·
895501 (1) ·
934299 (1) ·
934420 (1) ·
934455 (1) ·
934911 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940059 (1) ·
940060 (1) ·
940073 (1)
Location 009:
'0.5MI W of N DIXIE HWY ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26221050 (1) ·
26252148 (1) ·
26290216 (1) ·
26405650 (1) ·
27104516 (1) ·
27114950 (1) ·
27255887 (1) ·
27265121 (1) ·
27281279 (1) ·
27281300 (1) ·
27290688 (1) ·
27320060 (1) ·
27385953 (1) ·
28004733 (1) ·
28071404 (1) ·
28084581 (1) ·
28084584 (1) ·
28313959 (1) ·
28314034 (1) ·
29195849 (1) ·
29195924 (1) ·
29200900 (1) ·
29200964 (1) ·
29241357 (1)
Longitude 017:
80043488 (1) ·
80054091 (1) ·
80065226 (1) ·
80111512 (1) ·
80152514 (1) ·
80170170 (1) ·
80250650 (1) ·
80253838 (1) ·
80263496 (1) ·
80263571 (1) ·
80333288 (1) ·
80363628 (1) ·
80382780 (1) ·
80422077 (1) ·
80422180 (1) ·
80422195 (1) ·
80472199 (1) ·
80472222 (1) ·
80513039 (1) ·
81075150 (1) ·
81075169 (1) ·
81075240 (1) ·
81075272 (1) ·
81091867 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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