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Bridge Statistics for Mount Olive, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 43Number of bridges
  • 430ft / 131mTotal length
  • $1,207,262,000Total costs
  • 98,980Total average daily traffic
  • 18,311Total average daily truck traffic
  • 120,013Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mount Olive
  • No street view available for this location

New bridges in Mount Olive, MS - historical statistics
  • New bridges - historical statistics
  • 41930-1939
  • 51960-1969
  • 61970-1979
  • 121980-1989
  • 91990-1999
  • 72000-2009
Average Bridge Daily Traffic in Mount Olive, MS
Average Bridge Truck Traffic in Mount Olive, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.3%Very good
  • 75.9%Good
  • 10.3%Satisfactory
  • 3.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 37.9%Very good
  • 41.4%Good
  • 17.2%Satisfactory
  • 3.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 48.3%Very good
  • 13.8%Good
  • 13.8%Satisfactory
  • 13.8%Fair
  • 3.4%Poor
  • 3.4%Serious
  • 3.4%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.0%Very good
  • 30.2%Good
  • 30.2%Satisfactory
  • 27.9%Fair
  • 4.7%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.1%Excellent
  • 35.7%Very good
  • 42.9%Good
  • 14.3%Satisfactory
Find on map >>   Show street view

Structure Number: SA6500000000142,  Location: SEC_19_T10N_R16W B (Lat: 31.816528,  Lng: -89.638778),  Route carried "on" structure: County highway 172,  Year Built: 1995,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2012),  Average Future Daily Traffic: 75 (year 2038),  Design Load: H 15,  Features Intersected: MCLAUREN CREEK,  Facility Carried by Structure: SMITH CO. 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $225,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA6500000000144,  Location: SEC 19 T10N R16W (Lat: 31.820222,  Lng: -89.654000),  Route carried "on" structure: County highway 174,  Year Built: 1999,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 110 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: SMITH CO. RD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Excellent,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $175,000 ( Estimate for 2017)
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