Share:

FAS 1189 over PACHITLA CREEK

Map

Coordinates:
+31.65931, -84.68327
31°39'34" N, 84°40'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1189 over PACHITLA CREEK
Structure number:000000024300150
Location:6 MILES NORTHEAST OF CAR
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:550 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Sufficiency rating:66.5
Estimated cost of work:$844,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201666.5FairSatisfactoryGoodSatisfactory-550
June 201466.5GoodGoodGoodGood-550
June 201266.5GoodGoodGoodGood-550
June 201071.0GoodGoodGoodGood-240
July 200871.0GoodGoodGoodGood-240
June 200666.5GoodGoodGoodGood-330
May 200466.5GoodGoodGoodGood-550
June 200271.0GoodGoodGoodGood-200
June 200080.4GoodGoodGoodGood-200
August 199880.4GoodGoodGoodGood-200
April 199680.4GoodGoodGoodGood-200
May 199480.4GoodGoodGoodGood-170
May 199280.4GoodGoodGoodGood-170
April 199080.4GoodVery GoodVery GoodVery Good-170

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.576576000
Deck
Reinforced Concrete Top Flangesq. ft.4,6484,648000
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.7575000
Joints
Pourable Jointlinear ft.1601293100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000