SR 136 over CHESTATEE RIVER

Map

Coordinates:
+34.39819, -83.97575
34°23'53" N, 83°58'33" W

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

Name:	SR 136 over CHESTATEE RIVER
Structure number:	000000008500200
Location:	8.3 MI SE OF DAWSONVILLE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	91.9 ft. `[28.0 m]`
Total length:	442.0 ft. `[134.7 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	6
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,690 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	59.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$2,590,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Fair	Fair	Fair	3690	59.2
June 2017	Fair	Fair	Fair	Fair	3690	59.2
June 2015	Fair	Fair	Fair	Fair	3690	59.2
June 2013	Fair	Fair	Fair	Satisfactory	3690	59.2
June 2011	Fair	Fair	Fair	Satisfactory	3400	59.7
August 2009	Fair	Fair	Satisfactory	Satisfactory	3100	72.3
June 2007	Fair	Fair	Satisfactory	Satisfactory	3100	10.7
June 2005	Fair	Fair	Satisfactory	Satisfactory	3100	10.7
June 2003	Fair	Fair	Good	Good	3100	72.3
August 2001	Fair	Fair	Good	Good	2600	73.0
November 1999	Fair	Fair	Good	Good	2000	73.9
August 1997	Fair	Fair	Good	Good	1910	74.1
June 1995	Fair	Fair	Good	Good	1910	74.0
June 1993	Fair	Fair	Good	Good	1910	74.0
June 1991	Fair	Fair	Good	Good	1910	60.7

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.	1,768	276	1,472	20	0
Steel Protective Coating	sq. ft.	16,216	16,096	120	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,800	11,680	0	120	0
Substructure
Reinforced Concrete Column	each	5	0	5	0	0
Reinforced Concrete Abutment	linear ft.	54	47	7	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	17	0	17	0	0
Reinforced Concrete Pier Cap	linear ft.	125	0	125	0	0
Joints
Pourable Joint	linear ft.	110	85	25	0	0
Assembly without Seal Joint	linear ft.	22	22	0	0	0
Bearings
Movable Bearing	each	32	8	24	0	0
Steel Protective Coating	sq. ft.	8	4	4	0	0
Fixed Bearing	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	8	4	4	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	884	884	0	0	0