Drilldown: bridge data
From Indian River Lagoon Project
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26625 (1) ·
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Number 008:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
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54 (1) ·
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70815 (1) ·
8400 (1) ·
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9900 (1)
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)
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)
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)
10712 (1) ·
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18218 (1) ·
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43375 (1) ·
51182 (1) ·
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5639 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
63 (1) ·
7000 (1) ·
74605 (1) ·
8175 (1) ·
84148 (1)
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