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MARG GONZALEZ RD over DRAINAGE DITCH

Map

Coordinates:
+26.18876, -97.57641
26°11'20" N, 97°34'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARG GONZALEZ RD over DRAINAGE DITCH
Structure number:210310AA0828001
Location:0.08 MI S OF JCT FM 1561
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
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: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:40 [as of 2010]
Deck condition:Satisfactory [6 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: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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; field review indicates that failure of piers/abutments is imminent. [1]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:46.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201646.2PoorSatisfactorySatisfactoryPoorSD40
April 201446.2PoorSatisfactoryGoodPoorSD40
April 201246.2PoorSatisfactoryGoodPoorSD40
April 201035.6PoorSatisfactoryGoodCriticalSD173
May 200849.2PoorSatisfactoryGoodPoorSD173
June 200683.2FairGoodGoodSatisfactoryFO173
August 200482.9FairGoodGoodSatisfactoryFO173
September 200276.2FairGoodGoodSatisfactoryFO173
October 200076.2FairGoodVery GoodSatisfactoryFO173
November 199876.2FairGoodVery GoodSatisfactoryFO173
December 199672.2FairGoodVery GoodSatisfactoryFO173
November 199476.2FairGoodVery GoodSatisfactoryFO173
July 199255.4FairGoodVery GoodFairFO173
June 199088.9FairGoodGoodSatisfactoryFO173