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IH 45 NB over KEECHI CREEK

Map

Coordinates:
+31.31023, -96.00230
31°18'37" N, 96°00'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 45 NB over KEECHI CREEK
Structure number:171450067503133
Location:3.75 MI NW OF SH 7
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:43.0 ft. [13.1 m]
Total length:658.2 ft. [200.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1987
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:15
Main spans material:Concrete [1]
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]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,320 [as of 2013]
Truck traffic:30% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201595.8FairSatisfactorySatisfactorySatisfactory-12320
March 201395.8FairSatisfactorySatisfactorySatisfactory-12860
March 201195.8FairSatisfactorySatisfactorySatisfactory-13180
March 200996.6FairSatisfactorySatisfactorySatisfactory-14910
March 200796.8FairSatisfactorySatisfactorySatisfactory-12750
March 200585.6FairSatisfactorySatisfactoryFair-13370
April 200385.8FairSatisfactorySatisfactoryFair-11420
May 200185.8FairGoodSatisfactoryFair-10910
December 199885.8FairGoodSatisfactoryFair-10740
February 199786.0FairSatisfactorySatisfactoryFair-9500
March 199586.3FairSatisfactorySatisfactoryFair-7820
March 199397.4FairSatisfactoryGoodSatisfactory-8270
June 199197.4FairGoodVery GoodSatisfactory-8150

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,7902,34045000
Substructure
Reinforced Concrete Columneach7069010
Reinforced Concrete Abutmentlinear ft.3430400
Reinforced Concrete Pier Caplinear ft.2482321420
Joints
Pourable Jointlinear ft.2832057800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.415415000