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

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Structure Number: 20730007904015,  Location: 4.4 MI SW OF SH 6 (Lat: 32.042828,  Lng: -98.395844),  Route carried "on" structure: US 67,  Year Built: 1931,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,127 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 5,780 (year 2033),  Design Load: H 15,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.020,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: August 2020

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Structure Number: 20730007905024,  Location: 1.60 MI SW OF FM 988 (Lat: 32.185564,  Lng: -98.264706),  Route carried "on" structure: US 67,  Year Built: 1936,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,256 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,690 (year 2033),  Design Load: H 15,  Features Intersected: ALARM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.565,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $41,000

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Structure Number: 20730007905039,  Location: 0.2 MI E OF FM 914 (Lat: 32.209083,  Lng: -98.201547),  Route carried "on" structure: US 67,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 20.70m (67.91ft),  Average Daily Traffic: 18,925 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 23,530 (year 2033),  Design Load: H 20,  Features Intersected: BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.397,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 10,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,255,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $1,569,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2073000790504,  Location: 2.2 MI W OF US 281 (Lat: 32.205694,  Lng: -98.219017),  Route carried "on" structure: US 67,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 16,313 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 20,400 (year 2033),  Design Load: HS 20,  Features Intersected: AT&SF RR & GROESBECK ST
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 3.273,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730007905048,  Location: 3.70 MI SW OF FM 988 (Lat: 32.159997,  Lng: -98.286014),  Route carried "on" structure: US 67,  Year Built: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,256 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,590 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF GREEN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.043,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 56.5m (185.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 48 months,  Inspection Date: August 2020

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Structure Number: 20730007905049,  Location: 2.70 MI SW OF FM 988 (Lat: 32.172156,  Lng: -98.275847),  Route carried "on" structure: US 67,  Year Built: 1936,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,256 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,590 (year 2033),  Design Load: H 15,  Features Intersected: TRIB OF ALARM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.385,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 56.5m (185.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 20730007905051,  Location: 1.40 MI SW OF FM 988 (Lat: 32.187300,  Lng: -98.263869),  Route carried "on" structure: US 67,  Year Built: 1936,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,256 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,690 (year 2033),  Features Intersected: ALARM CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.359,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2020

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Structure Number: 20730007907036,  Location: 0.3 MI W OF US 281 (Lat: 32.223608,  Lng: -98.196014),  Route carried "on" structure: State highway 377,  Year Built: 1928,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 5,560 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,790 (year 2033),  Design Load: H 15,  Features Intersected: BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.928,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2073002500301,  Location: 0.7 MI N OF US 377 BUS (Lat: 32.236906,  Lng: -98.194083),  Route carried "on" structure: US 281,  Year Built: 1936,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 9,318 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,350 (year 2033),  Design Load: H 15,  Features Intersected: TRIB TO DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 18.0m (59.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730025003022,  Location: 0.4 MI N OF US 377 (Lat: 32.240964,  Lng: -98.194897),  Route carried "on" structure: US 281,  Year Built: 1994,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 9,318 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,350 (year 2033),  Design Load: HS 20,  Features Intersected: AT & SF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.120,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Corrugated Steel

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Structure Number: 20730025004005,  Location: 1.4 MI S OF US 67 (Lat: 32.194261,  Lng: -98.177856),  Route carried "on" structure: US 281,  Year Built: 1934,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 6,197 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,960 (year 2033),  Design Load: H 15,  Features Intersected: POLE HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.872,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730025004006,  Location: 2.4 MI S OF US 67 (Lat: 32.184125,  Lng: -98.165650),  Route carried "on" structure: US 281,  Year Built: 1934,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,197 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,310 (year 2033),  Design Load: H 15,  Features Intersected: HASSLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.110,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730025007103,  Location: 0.40 MI N OF US 377 (Lat: 32.216031,  Lng: -98.199058),  Route carried "on" structure: State highway 108,  Year Built: 2008,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 6,464 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,420 (year 2033),  Design Load: HL 93,  Features Intersected: NORTH BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20730025901057,  Location: 1.00 MI SE OF US 281 (Lat: 32.206417,  Lng: -98.170317),  Route carried "on" structure: US 67,  Year Built: 1954,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,681 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,950 (year 2033),  Design Load: H 20,  Features Intersected: POLE HOLLOW BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.902,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730025901058,  Location: 2.60 MI SE OF US 281 (Lat: 32.198231,  Lng: -98.143783),  Route carried "on" structure: US 67,  Year Built: 1954,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,681 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,950 (year 2033),  Features Intersected: TRIB OF N BOSQUE RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.261,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730034304022,  Location: 0.85 MI S OF FM 3025 (Lat: 32.288689,  Lng: -98.249150),  Route carried "on" structure: State highway 108,  Year Built: 1944,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,312 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,450 (year 2033),  Design Load: H 15,  Features Intersected: TRIB OF N FK N BOSQUE RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2020

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Structure Number: 20730034304033,  Location: 0.50 MI NW OF FM 8 (Lat: 32.237844,  Lng: -98.214533),  Route carried "on" structure: State highway 108,  Year Built: 1999,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 5,706 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,350 (year 2033),  Design Load: HS 20,  Features Intersected: S FK NORTH BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.581,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20730034304034,  Location: 1.05 MI NW OF FM 2303 (Lat: 32.253589,  Lng: -98.225144),  Route carried "on" structure: State highway 108,  Year Built: 1999,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,759 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,740 (year 2033),  Design Load: HS 20,  Features Intersected: N FK N BOSQUE RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.624,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20730055002002,  Location: 4.90 MI E OF FM 219 S (Lat: 32.233400,  Lng: -98.296706),  Route carried "on" structure: State highway 8,  Year Built: 1940,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,066 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,520 (year 2033),  Design Load: H 15,  Features Intersected: GOOSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.937,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730055002003,  Location: 6.00 MI E OF FM 219 S (Lat: 32.229336,  Lng: -98.278764),  Route carried "on" structure: State highway 8,  Year Built: 1940,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,066 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,520 (year 2033),  Design Load: H 15,  Features Intersected: S FK N BOSQUE RIVER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.728,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730055002027,  Location: 0.9 MI W OF US 281 (Lat: 32.235058,  Lng: -98.204058),  Route carried "on" structure: State highway 8,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 9,546 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,460 (year 2033),  Design Load: H 15,  Features Intersected: BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730055002031,  Location: 0.10 MI W OF FM 988 (Lat: 32.226214,  Lng: -98.233525),  Route carried "on" structure: State highway 8,  Year Built: 1942,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,506 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,930 (year 2033),  Features Intersected: NORTH BOSQUE RIVER S BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.167,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2020

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Structure Number: 20730055003038,  Location: 0.7 MI S OF US 377 (Lat: 32.195989,  Lng: -98.203811),  Route carried "on" structure: State highway 914,  Year Built: 2008,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,431 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,460 (year 2033),  Design Load: HL 93,  Features Intersected: TRIB OF BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20730055003039,  Location: 4.6 Mi. S. of US 377 (Lat: 32.142600,  Lng: -98.194319),  Route carried "on" structure: State highway 914,  Year Built: 2018,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,336 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,540 (year 2035),  Design Load: HL 93,  Features Intersected: Alarm Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.611,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20730159702009,  Location: 1.8 MI W OF FM 914 (Lat: 32.157303,  Lng: -98.218053),  Route carried "on" structure: State highway 847,  Year Built: 1957,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,253 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,410 (year 2033),  Design Load: H 15,  Features Intersected: ALARM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730199001001,  Location: 1.50 MI E OF US 377 (Lat: 32.227731,  Lng: -98.160669),  Route carried "on" structure: State highway 205,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,905 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,050 (year 2033),  Features Intersected: POLE HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.844,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0220001,  Location: 0.35 MI W OF US 281 (Lat: 32.193181,  Lng: -98.184103),  Route carried "on" structure: County highway 454,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 480 (year 2016),  Average Future Daily Traffic: 530 (year 2036),  Features Intersected: NORTH BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0223001,  Location: 0.9 MI W OF US 281 (Lat: 32.161244,  Lng: -98.163775),  Route carried "on" structure: County highway 223,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 100 (year 2036),  Design Load: HS 20,  Features Intersected: BR OF N BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 20730AA0259001,  Location: 2.25 MI S FROM US 67 (Lat: 32.161442,  Lng: -98.250025),  Route carried "on" structure: County highway 258,  Year Built: 2004,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 518 (year 2019),  Average Future Daily Traffic: 460 (year 2036),  Design Load: HS 20,  Features Intersected: ALARM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20730AA0279001,  Location: 0.75 MI S OF US 67 (Lat: 32.170950,  Lng: -98.271136),  Route carried "on" structure: County highway 279,  Year Built: 1983,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 110 (year 2036),  Features Intersected: TRIB TO ALARM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 5.6m (18.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $192,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0351004,  Location: 0.80 MI W OF US 377 (Lat: 32.185972,  Lng: -98.271008),  Route carried "on" structure: County highway 351,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,480 (year 2016),  Average Future Daily Traffic: 1,530 (year 2036),  Design Load: HS 20,  Features Intersected: ALARM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0392002,  Location: 1.0 MI. N. W. OF FM 8 (Lat: 32.236481,  Lng: -98.285158),  Route carried "on" structure: County highway 417,  Year Built: 2000,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 170 (year 2016),  Average Future Daily Traffic: 220 (year 2036),  Design Load: HS 20,  Features Intersected: S FRK N BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20730AA0392003,  Location: 0.11 MI. N.FROM FM 8 (Lat: 32.231189,  Lng: -98.277267),  Route carried "on" structure: County highway 417,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 170 (year 2016),  Average Future Daily Traffic: 220 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB S FRK N BOSQUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0393001,  Location: 0.5 MI N OF FM 8 (Lat: 32.239200,  Lng: -98.256075),  Route carried "on" structure: County highway 393,  Year Built: 2006,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 120 (year 2016),  Average Future Daily Traffic: 170 (year 2036),  Design Load: HL 93,  Features Intersected: S FORK N BOSQUE RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20730AA0429001,  Location: 0.15 MI SW OF SH 108 (Lat: 32.284936,  Lng: -98.249744),  Route carried "on" structure: County highway 429,  Year Built: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 150 (year 2016),  Average Future Daily Traffic: 200 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH FORK BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20730AA0454001,  Location: 0.5 MI E OF FM 914 (Lat: 32.189308,  Lng: -98.192428),  Route carried "on" structure: County highway 454,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 470 (year 2016),  Average Future Daily Traffic: 520 (year 2036),  Features Intersected: TRIB OF N BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730AA0720001,  Location: .1 MI E OF FM 914 (Lat: 32.192819,  Lng: -98.200522),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 655 (year 2016),  Average Future Daily Traffic: 1,183 (year 2036),  Design Load: HL 93,  Features Intersected: TRIB OF N BOSQUE RIVER,  Facility Carried by Structure: HERITAGE WAY PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20730B00200001,  Location: 0.2 MI E OF SH 108 (Lat: 32.226911,  Lng: -98.202131),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 130 (year 2016),  Average Future Daily Traffic: 180 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH BOSQUE RIVER,  Facility Carried by Structure: E COLLINS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20730B00340001,  Location: 1.5 MI E OF FM 988 (Lat: 32.212661,  Lng: -98.235769),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: DRAW,  Facility Carried by Structure: W FREY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2020

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Structure Number: 20730B00380001,  Location: 700 FT N OF US67/377 (Lat: 32.206550,  Lng: -98.217142),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 100 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB TO N BOQUE RIVER,  Facility Carried by Structure: HARBIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20730B00510001,  Location: 1.0 Mi. E. of S. Graham (Lat: 32.222175,  Lng: -98.193964),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: N. Fk. Bosque River,  Facility Carried by Structure: E. Long Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2073000790504,  Location: 2.2 MI W OF US 281 (Lat: 32.205694,  Lng: -98.219017),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2011),  Features Intersected: AT&SF RR & GROESBECK ST,  Facility Carried by Structure: US 67 / US 377
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)