US98 SR30 over ICWW & Brooks ST.

Map

Coordinates:
+30.40109, -86.60056
30°24'04" N, 86°36'02" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	US98 SR30 over ICWW & Brooks ST.
Structure number:	570034
Location:	0.5mi. East of SR85
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	200.1 ft. `[61.0 m]`
Total length:	1318.0 ft. `[401.7 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	70.2 ft. `[21.4 m]`
Vertical clearance below bridge:	49.2 ft. `[15.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1964
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	51,000 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	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. `[7]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	49.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Fair	Poor	Fair	51000	49.0
October 2015	Poor	Fair	Poor	Fair	51843	49.0
October 2013	Poor	Fair	Poor	Fair	50508	49.0
October 2011	Fair	Satisfactory	Satisfactory	Fair	48029	64.0
October 2009	Fair	Good	Satisfactory	Satisfactory	48282	75.0
October 2007	Fair	Good	Satisfactory	Satisfactory	53040	75.0
October 2005	Fair	Good	Satisfactory	Satisfactory	55170	75.0
October 2003	Fair	Good	Satisfactory	Satisfactory	53975	75.0
October 2001	Fair	Good	Satisfactory	Satisfactory	50344	75.0
October 1999	Fair	Good	Satisfactory	Satisfactory	48350	75.0
October 1997	Fair	Good	Satisfactory	Satisfactory	48200	75.0
June 1996	Fair	Good	Satisfactory	Satisfactory	53500	73.0
May 1994	Fair	Good	Satisfactory	Fair	50000	62.0
July 1992	Fair	Good	Satisfactory	Fair	47524	62.0
August 1990	Fair	Good	Satisfactory	Fair	44397	61.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,920	2,740	747	433	0
Steel Protective Coating	sq. ft.	77,299	69,569	0	0	7,730
Prestressed Concrete Girder/Beam	linear ft.	11,312	11,279	23	10	0
Deck
Reinforced Concrete Deck	sq. ft.	92,391	0	92,267	124	0
Substructure
Steel Column	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	2,389	2,389	0	0	0
Reinforced Concrete Column	each	8	0	0	8	0
Reinforced Concrete Abutment	linear ft.	140	130	10	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	120	90	20	10	0
Steel Pier Cap	linear ft.	134	134	0	0	0
Steel Protective Coating	sq. ft.	1,487	1,487	0	0	0
Reinforced Concrete Pier Cap	linear ft.	805	730	10	65	0
Joints
Pourable Joint	linear ft.	701	0	701	0	0
Open Joint	linear ft.	145	145	0	0	0
Bearings
Movable Bearing	each	160	109	27	0	24
Steel Protective Coating	sq. ft.	724	524	0	0	200
Fixed Bearing	each	144	92	0	4	48
Steel Protective Coating	sq. ft.	488	408	0	0	80