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


  • National Bridge Inventory (NBI) Statistics
  • 56Number of bridges
  • 830ft / 253mTotal length
  • $4,344,874,000Total costs
  • 243,330Total average daily traffic
  • 38,457Total average daily truck traffic
  • 192,403Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Collins
  • No street view available for this location

New bridges in Collins, MS - historical statistics
  • New bridges - historical statistics
  • 121960-1969
  • 41970-1979
  • 61980-1989
  • 41990-1999
  • 252000-2009
  • 52010-2018
Average Bridge Daily Traffic in Collins, MS
Average Bridge Truck Traffic in Collins, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 63.0%Very good
  • 29.6%Good
  • 3.7%Satisfactory
  • 3.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 85.2%Very good
  • 7.4%Good
  • 3.7%Satisfactory
  • 3.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 77.8%Very good
  • 7.4%Good
  • 7.4%Satisfactory
  • 3.7%Fair
  • 3.7%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 27.5%Very good
  • 35.0%Good
  • 12.5%Satisfactory
  • 25.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 57.1%Very good
  • 38.1%Good
  • 4.8%Satisfactory
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Structure Number: SA1600000000067,  Location: SEC 28 T 8N R16W (Lat: 31.633889,  Lng: -89.603889),  Route carried "on" structure: County highway 163,  Year Built: 1993,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 150 (year 2017),  Average Future Daily Traffic: 165 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF TERRIBLE CK,  Facility Carried by Structure: ORA-W'BURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA1600000000068,  Location: SEC 32 T 8N R16W (Lat: 31.620250,  Lng: -89.625833),  Route carried "on" structure: County highway 167,  Year Built: 2010,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 110 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH OF TERRIBLE CREEK,  Facility Carried by Structure: YATES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal 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: October 2016
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Structure Number: SA1600000000069,  Location: SEC 33 T 8N R16W B (Lat: 31.617111,  Lng: -89.606694),  Route carried "on" structure: County highway 913,  Year Built: 1967,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 330 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 363 (year 2037),  Design Load: H 15,  Features Intersected: BRANCH OF TERRIBLE CREEK,  Facility Carried by Structure: E. WILLIAMSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 81.0m (265.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  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: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 37.80m (124.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $279,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA1600000000076,  Location: SEC 24 T 8N R17W B (Lat: 31.651417,  Lng: -89.661528),  Route carried "on" structure: County highway 167,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 75 (year 2035),  Design Load: H 10,  Features Intersected: TERRIBLE CREEK,  Facility Carried by Structure: COULTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Critical,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 34.70m (113.85ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $256,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA1600000000086,  Location: SEC 31 T 9N R15W (Lat: 31.698667,  Lng: -89.547722),  Route carried "on" structure: County highway 106,  Year Built: 1999,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 75 (year 2034),  Design Load: HS 20,  Features Intersected: ROGERS CREEK,  Facility Carried by Structure: ROCKY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: SA1600000000117,  Location: SEC 9 T 8N R15W (Lat: 31.675000,  Lng: -89.514111),  Route carried "on" structure: County highway 68,  Year Built: 2011,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 75 (year 2034),  Design Load: HS 20,  Features Intersected: STATION CREEK,  Facility Carried by Structure: STATION CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal 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: October 2017
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Structure Number: SA160000000A049,  Location: SEC 7 T 8N R15W (Lat: 31.674472,  Lng: -89.548492),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 120 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2034),  Design Load: HL 93,  Features Intersected: ROGERS CREEK,  Facility Carried by Structure: CAGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.5 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: 38.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA160000000A121,  Location: SEC 24 T 8N R16W (Lat: 31.647033,  Lng: -89.557367),  Route carried "on" structure: City street 2864,  Year Built: 2017,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: ARRINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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