Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
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'CR 712 (Midway Road) ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'MIAMI CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DUDA ROAD ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'Highbridge Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
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'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MARGINAL RD ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
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'Port Malabar Bl EB' (1) ·
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'US-1 NB ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
700172 (1) ·
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940112 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Lake Washington Rd ' (1) ·
'I-95 over Midway Road ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
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Longitude 017:
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81012374 (1) ·
81060320 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
1106 (1) ·
120 (1) ·
1500 (1) ·
15900 (1) ·
1600 (1) ·
17750 (1) ·
1800 (1) ·
18500 (1) ·
2000 (1) ·
20500 (1) ·
21500 (1) ·
29307 (1) ·
3111 (1) ·
32250 (1) ·
37000 (1) ·
39000 (1) ·
4050 (1) ·
416 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
85750 (1) ·
8800 (1) ·
9000 (1) ·
9382 (1) ·
9500 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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)
Future 114:
1324 (1) ·
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150 (1) ·
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15615 (1) ·
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180 (1) ·
1800 (1) ·
1920 (1) ·
200 (1) ·
2500 (1) ·
2603 (1) ·
26400 (1) ·
27587 (1) ·
30796 (1) ·
3123 (1) ·
32098 (1) ·
37303 (1) ·
50 (1) ·
5062 (1) ·
50848 (1) ·
5398 (1) ·
55954 (1) ·
600 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
694 (1) ·
720 (1) ·
832 (1)
Clearance 116:
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