US 385 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.59078, -102.30230
40°35'27" N, 102°18'08" W

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

Name:	US 385 ML over FRENCHMAN CREEK
Structure number:	B-27-E
Location:	IN HOLYOKE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	168.0 ft. `[51.2 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	37.1 ft. `[11.3 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1949
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Steel `[3]`
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:	2,200 `[as of 2011]`
Truck traffic:	18% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	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. `[8]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	54.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Fair	Satisfactory	Fair	2200	54.1
May 2015	Fair	Fair	Satisfactory	Fair	2200	54.1
May 2013	Fair	Fair	Satisfactory	Fair	2200	67.9
May 2011	Fair	Fair	Satisfactory	Satisfactory	2200	79.0
April 2009	Fair	Fair	Satisfactory	Satisfactory	2200	79.0
June 2007	Fair	Fair	Satisfactory	Satisfactory	1700	80.1
June 2005	Fair	Fair	Satisfactory	Satisfactory	1879	80.0
May 2003	Fair	Fair	Satisfactory	Satisfactory	1949	82.0
April 2001	Fair	Fair	Satisfactory	Satisfactory	1949	84.5
April 1999	Fair	Fair	Satisfactory	Satisfactory	1901	84.5
April 1997	Fair	Fair	Satisfactory	Satisfactory	1750	84.5
August 1995	Fair	Fair	Good	Satisfactory	1750	83.7
April 1993	Fair	Fair	Satisfactory	Satisfactory	1450	75.8
May 1991	Fair	Fair	Satisfactory	Satisfactory	1500	73.8

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.	984	0	940	44	0
Steel Protective Coating	sq. ft.	984	0	0	492	492
Deck
Reinforced Concrete Deck	sq. ft.	6,216	5,115	1,099	2	0
Substructure
Steel Column	each	33	0	31	2	0
Steel Protective Coating	sq. ft.	33	0	0	0	33
Reinforced Concrete Abutment	linear ft.	85	85	0	0	0
Reinforced Concrete Pier Cap	linear ft.	140	108	18	14	0
Joints
Pourable Joint	linear ft.	171	0	0	134	37
Bearings
Movable Bearing	each	24	0	0	24	0
Steel Protective Coating	sq. ft.	24	0	0	0	24
Fixed Bearing	each	24	0	24	0	0
Steel Protective Coating	sq. ft.	24	0	0	0	24
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	336	0	336	0	0
Steel Protective Coating	sq. ft.	336	0	0	0	336