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FM 1498 over HICKORY CREEK

Map 

Coordinates:
+33.47111, -95.51564
33°28'16" N, 95°30'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1498 over HICKORY CREEK
Structure number:011390132001001
Location:3.8 MI W OF FM 1497
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:230 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:62.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201562.4Structurally deficientGoodSatisfactoryPoor230
January 201362.4Structurally deficientGoodSatisfactoryPoor230
December 201063.4Structurally deficientGoodSatisfactoryPoor170
February 200961.4Structurally deficientGoodSatisfactoryPoor190
April 200764.5Not deficientGoodSatisfactoryFair290
July 200564.5Not deficientGoodSatisfactoryFair260
July 200366.2Not deficientSatisfactorySatisfactoryFair270
May 200166.2Not deficientGoodGoodFair310
April 199970.7Not deficientGoodGoodFair250
April 199773.2Not deficientSatisfactorySatisfactoryFair230
October 199654.2Structurally deficientSatisfactorySatisfactoryPoor230
March 199553.7Structurally deficientSatisfactorySatisfactoryPoor200
June 199351.4Structurally deficientGoodSatisfactoryPoor220
April 199151.4Structurally deficientGoodGoodPoor210