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LOMA BLANCA ROAD over DEL PUERTO CREEK

Map 

Coordinates:
+26.64721, -98.98953
26°38'50" N, 98°59'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOMA BLANCA ROAD over DEL PUERTO CREEK
Structure number:212140AA0101002
Location:13.15 MI N OF US 83
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:2011
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2010]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:68.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201668.3FairFairFairSatisfactory-100
April 201480.4FairSatisfactorySatisfactorySatisfactory-100
April 201280.4FairSatisfactorySatisfactorySatisfactory-100
May 201030.3PoorGoodSeriousSatisfactorySD80
July 200867.4FairFairFairFairFO80
June 200654.6FairSatisfactoryFairSatisfactoryFO80
August 200454.4FairSatisfactoryFairSatisfactoryFO80
September 200251.6FairSatisfactoryFairSatisfactoryFO80
October 200059.6FairSatisfactorySatisfactorySatisfactoryFO80
December 199859.6FairSatisfactorySatisfactorySatisfactoryFO80
December 199649.5FairGoodFairSatisfactoryFO80
November 199461.5FairGoodGoodSatisfactoryFO80
July 199264.3FairGoodSatisfactorySatisfactoryFO80
August 199047.7FairGoodSatisfactorySatisfactorySD80