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Bridge Statistics for McGregor, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 272ft / 83mTotal length
  • $15,121,000Total costs
  • 82,643Total average daily traffic
  • 9,970Total average daily truck traffic
  • 121,775Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for McGregor
  • No street view available for this location

New bridges in McGregor, TX - historical statistics
  • New bridges - historical statistics
  • 131930-1939
  • 11940-1949
  • 61950-1959
  • 51960-1969
  • 21970-1979
  • 11980-1989
  • 51990-1999
  • 72000-2009
  • 22010-2018
Reconstructed bridges in McGregor, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31950-1959
  • 21960-1969
  • 01970-1979
  • 01980-1989
  • 41990-1999
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in McGregor, TX
Average Bridge Truck Traffic in McGregor, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Very good
  • 81.0%Good
  • 14.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 61.9%Good
  • 23.8%Satisfactory
  • 14.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.8%Very good
  • 47.6%Good
  • 28.6%Satisfactory
  • 19.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.4%Very good
  • 45.2%Good
  • 40.5%Satisfactory
  • 11.9%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 57.1%Good
  • 42.9%Satisfactory
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Structure Number: 90500056701005,  Location: 1.55 MI SE OF FM 1996 (Lat: 31.367269,  Lng: -97.496539),  Route carried "on" structure: State highway 107,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 950 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,330 (year 2033),  Design Load: HS 20,  Features Intersected: STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.783,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $300,000
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Structure Number: 90500056701012,  Location: 3.10 MI SE OF FM 1996 (Lat: 31.351792,  Lng: -97.479400),  Route carried "on" structure: State highway 107,  Year Built: 2007,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 870 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,330 (year 2030),  Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.227,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9050025050201,  Location: 0.95 MI NW OF FM 1996 (Lat: 31.382594,  Lng: -97.534597),  Route carried "on" structure: State highway 107,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 900 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,260 (year 2033),  Design Load: H 20,  Features Intersected: PEW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90500267401001,  Location: 1.76 MI N OF FM 107 (Lat: 31.363850,  Lng: -97.451550),  Route carried "on" structure: State highway 2671,  Year Built: 1963,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 700 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90500AA0314002,  Location: 4.30 MI NW OF SH 236 (Lat: 31.354219,  Lng: -97.515822),  Route carried "on" structure: County highway 314,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 66 (year 2016),  Average Future Daily Traffic: 35 (year 2036),  Features Intersected: BR OF LEON RI #25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.275,  Lanes on structure: 1,  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: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 90500AA0315001,  Location: 0.90 MI W OF FM 107 (Lat: 31.374911,  Lng: -97.537889),  Route carried "on" structure: County highway 315,  Year Built: 1930,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 44 (year 2016),  Average Future Daily Traffic: 120 (year 2036),  Features Intersected: PEW BR #22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90500AA0344001,  Location: 3.50 MI E OF FM 931 (Lat: 31.352081,  Lng: -97.532892),  Route carried "on" structure: County highway 344,  Year Built: 1995,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 33 (year 2016),  Average Future Daily Traffic: 100 (year 2036),  Design Load: HS 20,  Features Intersected: LEON RI #24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610005507011,  Location: 1.10 Mi E of FM 938 (Lat: 31.439283,  Lng: -97.443200),  Route carried "on" structure: US 84,  Year Built: 1933,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 6,870 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,620 (year 2033),  Design Load: H 15,  Features Intersected: Trib Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.501,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005507012,  Location: 1.90 Mi E of FM 938 (Lat: 31.439797,  Lng: -97.430611),  Route carried "on" structure: US 84,  Year Built: 1933,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 6,870 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,620 (year 2033),  Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.695,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005507013,  Location: 2.40 Mi E of FM 938 (Lat: 31.440261,  Lng: -97.421978),  Route carried "on" structure: US 84,  Year Built: 1933,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,870 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,620 (year 2033),  Design Load: H 15,  Features Intersected: Br Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005507015,  Location: 5.60 Mi E of SH 317 (Lat: 31.474661,  Lng: -97.320817),  Route carried "on" structure: US 84,  Year Built: 1933,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 8,310 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,630 (year 2033),  Design Load: H 15,  Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005507063,  Location: 5.60 Mi E of SH 317 (Lat: 31.475050,  Lng: -97.320569),  Route carried "on" structure: US 84,  Year Built: 1966,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,310 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,630 (year 2033),  Design Load: H 20,  Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.841,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.30m (270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610005507073,  Location: 3.1 Mi E of FM 938 (Lat: 31.443983,  Lng: -97.409756),  Route carried "on" structure: US 84,  Year Built: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 13,090 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,330 (year 2033),  Design Load: HS 20,  Features Intersected: Trib Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.763,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610039802036,  Location: 2.2 Mi N of US 84 (Lat: 31.474308,  Lng: -97.418850),  Route carried "on" structure: State highway 317,  Year Built: 1958,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,250 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 3,150 (year 2033),  Design Load: H 20,  Features Intersected: Pecan Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.537,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610039803006,  Location: 0.3 Mi N of US 84 (Lat: 31.446164,  Lng: -97.410458),  Route carried "on" structure: State highway 317,  Year Built: 1939,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,560 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 7,780 (year 2033),  Design Load: H 15,  Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.723,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610039803007,  Location: 2.3 Mi S of US 84 (Lat: 31.413858,  Lng: -97.391817),  Route carried "on" structure: State highway 317,  Year Built: 1939,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,150 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,210 (year 2033),  Design Load: H 15,  Features Intersected: Tributary S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.749,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610039803008,  Location: 3.4 Mi S of US 84 (Lat: 31.399386,  Lng: -97.383706),  Route carried "on" structure: State highway 317,  Year Built: 1939,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,150 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,210 (year 2033),  Design Load: H 15,  Features Intersected: Tributary S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610039803009,  Location: 4.1 Mi S of US 84 (Lat: 31.389372,  Lng: -97.382156),  Route carried "on" structure: State highway 317,  Year Built: 1939,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,190 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,470 (year 2033),  Design Load: H 15,  Features Intersected: S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.608,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.30m (270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9161003980301,  Location: 5.3 Mi S of US 84 (Lat: 31.370831,  Lng: -97.382169),  Route carried "on" structure: State highway 317,  Year Built: 1939,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,190 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,470 (year 2033),  Design Load: H 15,  Features Intersected: Tributary S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610039803039,  Location: 6.4 Mi S of US 84 (Lat: 31.358628,  Lng: -97.380350),  Route carried "on" structure: ServiceState highway 317,  Year Built: 1994,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 50 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,440 (year 2030),  Design Load: HS 20,  Features Intersected: Trib S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610118702004,  Location: 2.1 Mi NW of US 84 (Lat: 31.464203,  Lng: -97.480261),  Route carried "on" structure: State highway 938,  Year Built: 1951,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 170 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 240 (year 2033),  Design Load: HS 20,  Features Intersected: Wasp Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000
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Structure Number: 91610231001001,  Location: 3.6 Mi SE of SH 317 (Lat: 31.426681,  Lng: -97.359361),  Route carried "on" structure: State highway 2416,  Year Built: 1958,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 420 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 590 (year 2033),  Design Load: H 15,  Features Intersected: Tributary S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.797,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: December 2016
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Structure Number: 91610239701001,  Location: 0.5 Mi S of US 84 (Lat: 31.460086,  Lng: -97.342219),  Route carried "on" structure: State highway 2188,  Year Built: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 630 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 890 (year 2033),  Design Load: HS 20,  Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610267402002,  Location: 4.0 Mi W of SH 317 (Lat: 31.378717,  Lng: -97.446156),  Route carried "on" structure: State highway 2671,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 510 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 720 (year 2033),  Design Load: H 20,  Features Intersected: South Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.526,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016
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Structure Number: 91610267402003,  Location: 2.1 Mi W of SH 317 (Lat: 31.387147,  Lng: -97.417375),  Route carried "on" structure: State highway 2671,  Year Built: 1963,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 490 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 690 (year 2033),  Design Load: HS 20,  Features Intersected: Branch of S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016
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Structure Number: 91610312901001,  Location: 5.1 Mi NE of SH 317 (Lat: 31.509008,  Lng: -97.366775),  Route carried "on" structure: State highway 3047,  Year Built: 1976,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 540 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 760 (year 2033),  Design Load: H 15,  Features Intersected: Middle Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.212,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 124.40m (408.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $1,600,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0120001,  Location: 0.70 MI S OF US 84 (Lat: 31.431303,  Lng: -97.463933),  Route carried "on" structure: County highway 449,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Features Intersected: BR HARRIS CRK #345,  Facility Carried by Structure: OLD OGLESBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0123001,  Location: 0.50 MI SW OF FM 938 (Lat: 31.454961,  Lng: -97.482056),  Route carried "on" structure: County highway 443,  Year Built: 2008,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 65 (year 2036),  Features Intersected: WASP CRK #916,  Facility Carried by Structure: PLAINVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000
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Structure Number: 91610AA0128002,  Location: 0.85 MI SW OF US 84 (Lat: 31.435744,  Lng: -97.440669),  Route carried "on" structure: County highway 449,  Year Built: 1935,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 95 (year 2016),  Average Future Daily Traffic: 100 (year 2036),  Features Intersected: BR HARRIS CRK #538,  Facility Carried by Structure: OLD OGLESBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0135001,  Location: 1.00 MI S OF FM 3047 (Lat: 31.496400,  Lng: -97.374472),  Route carried "on" structure: County highway 451,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 55 (year 2012),  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: MIDDLE BOSQUE RI DR #193,  Facility Carried by Structure: LIFESTYLE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 0.6m (2.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0136001,  Location: 0.10 MI NE OF FM 3047 (Lat: 31.487350,  Lng: -97.380250),  Route carried "on" structure: County highway 445,  Year Built: 2009,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 85 (year 2016),  Average Future Daily Traffic: 110 (year 2036),  Features Intersected: MIDDLE BOSQUE RI DR #495,  Facility Carried by Structure: EAGLE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 91610AA0203003,  Location: 2.00 MI SW OF FM 2188 (Lat: 31.439472,  Lng: -97.361892),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 90 (year 2036),  Features Intersected: WILLOW CRK #158,  Facility Carried by Structure: WILLOW BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  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: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 1.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $192,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0212001,  Location: 1.15 MI N OF FM 107 (Lat: 31.344558,  Lng: -97.422922),  Route carried "on" structure: County highway 111,  Year Built: 2000,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 35 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Features Intersected: STAMPEDE CRK #277,  Facility Carried by Structure: SW MCLENNAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.436,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0216001,  Location: 1.40 MI SW OF FM 2188 (Lat: 31.437494,  Lng: -97.350556),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Design Load: HS 20,  Features Intersected: WILLOW CRK #154,  Facility Carried by Structure: STEWART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0217002,  Location: 0.45 MI NE OF SH 317 (Lat: 31.399478,  Lng: -97.379269),  Route carried "on" structure: County highway 459,  Year Built: 1990,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 180 (year 2016),  Average Future Daily Traffic: 205 (year 2036),  Design Load: HS 20,  Features Intersected: S BOSQUE RI #275,  Facility Carried by Structure: MCGREGOR S LP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0218001,  Location: 1.80 MI SW OF FM 2416 (Lat: 31.408592,  Lng: -97.348625),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 55 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Features Intersected: BR OF S BOSQUE RI #918,  Facility Carried by Structure: MCKAMIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0694003,  Location: 5.1 MI S OF FM 185 (Lat: 31.471542,  Lng: -97.432761),  Route carried "on" structure: County highway 446,  Year Built: 2007,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 180 (year 2016),  Average Future Daily Traffic: 200 (year 2036),  Features Intersected: PECAN CREEK #281,  Facility Carried by Structure: MCGREGOR-CRAWFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.20m (108.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $264,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0805001,  Location: 0.50 MI NW OF US 84 (Lat: 31.458617,  Lng: -97.386783),  Route carried "on" structure: County highway 442,  Year Built: 2011,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 305 (year 2016),  Average Future Daily Traffic: 310 (year 2036),  Features Intersected: HARRIS CRK #828,  Facility Carried by Structure: WINDSOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0811002,  Location: 2.00 MI SW OF FM 2188 (Lat: 31.439472,  Lng: -97.361892),  Route carried "on" structure: County highway 811,  Year Built: 2015,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 90 (year 2036),  Features Intersected: WILLOW CREEK #156,  Facility Carried by Structure: WILLOW BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91610AA0839001,  Location: 0.10 MI SE OF FM 3047 (Lat: 31.485919,  Lng: -97.381256),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 110 (year 2016),  Average Future Daily Traffic: 90 (year 2036),  Features Intersected: MIDDLE BOSQUE RI DR #914,  Facility Carried by Structure: DOUBLE EAGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 91610E00110001,  Location: .1 MI N OF US 84 (Lat: 31.445442,  Lng: -97.408564),  Route carried "on" structure: City street 110,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 125 (year 2016),  Average Future Daily Traffic: 130 (year 2036),  Features Intersected: HARRIS CREEK #1 MCGR,  Facility Carried by Structure: N JEFFERSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.484,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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