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


  • National Bridge Inventory (NBI) Statistics
  • 70Number of bridges
  • 1,903ft / 580mTotal length
  • $2,318,577,000Total costs
  • 823,665Total average daily traffic
  • 123,798Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Olive Branch
  • No street view available for this location

New bridges in Olive Branch, MS - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 141960-1969
  • 91970-1979
  • 11980-1989
  • 41990-1999
  • 302000-2009
  • 92010-2019
  • 12020-2022
Average Bridge Daily Traffic in Olive Branch, MS
Average Bridge Truck Traffic in Olive Branch, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.6%Very good
  • 41.9%Good
  • 19.4%Satisfactory
  • 16.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 58.1%Very good
  • 32.3%Good
  • 3.2%Satisfactory
  • 6.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 58.1%Very good
  • 35.5%Good
  • 6.5%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.4%Very good
  • 15.2%Good
  • 36.4%Satisfactory
  • 9.1%Fair
  • 3.0%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 17.6%Very good
  • 47.1%Good
  • 23.5%Satisfactory
  • 11.8%Fair
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Structure Number: SA1700000000102,  Location: SEC 5 T 2S R 6W (Lat: 34.946983,  Lng: -89.866150),  Route carried "on" structure: City street 7903,  Year Built: 2007,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.554,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1700000000115,  Location: SEC 4 T 2S R 6W (Lat: 34.934469,  Lng: -89.848075),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: LICK CREEK,  Facility Carried by Structure: ROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA170000000A001,  Location: SEC 17 T 1S R 6W B (Lat: 34.991233,  Lng: -89.865467),  Route carried "on" structure: City street 680,  Year Built: 2020,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HL 93,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11002690170237A,  Location: I 269 OVER SR 305 (Lat: 34.870550,  Lng: -89.830381),  Route carried "under" structure: State highway 305,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: I 269
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 11.854,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 11002690170237B,  Location: I 269 OVER SR 305 (Lat: 34.870200,  Lng: -89.830350),  Route carried "under" structure: State highway 305,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: I 269
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 11.816,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000780170026A,  Location: US 78 OVER SR 302 (Lat: 34.962181,  Lng: -89.852500),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 20%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 26.969,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 21000780170026B,  Location: US 78 OVER SR 302 (Lat: 34.962181,  Lng: -89.852861),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 20%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 26.937,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 21000780170043A,  Location: US 78 OVER SR 305 (Lat: 34.945861,  Lng: -89.830650),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 21000780170043A,  Location: US 78 OVER SR 305 (Lat: 34.945769,  Lng: -89.830519),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 20.205,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 21000780170043B,  Location: US 78 OVER SR 305 (Lat: 34.945561,  Lng: -89.830669),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.214,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 21000780170043B,  Location: US 78 OVER SR 305 (Lat: 34.945481,  Lng: -89.830531),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 20.173,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.967450,  Lng: -89.835081),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.992,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.967939,  Lng: -89.833769),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 8.24m (27.03ft),  Kilometerpoint: 4.612,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.968650,  Lng: -89.831350),  Route carried "under" structure: Ramp State highway 302,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR178 SR305 BNRR RAMP
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.200,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.968831,  Lng: -89.830489),  Route carried "under" structure: State highway 305,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 22.766,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.968389,  Lng: -89.831311),  Route carried "under" structure: State highway 302,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.967250,  Lng: -89.834839),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.962,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.967761,  Lng: -89.833489),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 4.645,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.968569,  Lng: -89.830481),  Route carried "under" structure: State highway 305,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 22.737,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 31003050170238,  Location: 1.4 MI N US 78 (Lat: 34.967239,  Lng: -89.830461),  Route carried "under" structure: Ramp State highway 305,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 178 AND BNRR
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 0.381,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 31003050170238,  Location: 1.4 MI N US 78 (Lat: 34.965781,  Lng: -89.830439),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR 178 AND BNRR,  Facility Carried by Structure: SR 305
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 5.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41000780170014,  Location: 1.4 MI E TENN ST LINE (Lat: 34.976681,  Lng: -89.864669),  Route carried "under" structure: US 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: US 78,  Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 15.747,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 41000780170014,  Location: 1.4 MI E TENN ST LINE (Lat: 34.976439,  Lng: -89.864811),  Route carried "under" structure: US 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: US 78,  Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 2.403,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 41000780170085,  Location: 3.4 MI W MARSHALL CL (Lat: 34.914236,  Lng: -89.769011),  Route carried "under" structure: US 78,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: US 78,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 3.581,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 41000780170085,  Location: 3.4 MI W MARSHALL CL (Lat: 34.914236,  Lng: -89.769011),  Route carried "under" structure: US 78,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: US 78,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.581,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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