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

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Structure Number: 90140023103065,  Location: 0.30 MI E OF CORYELL C/L (Lat: 31.121803,  Lng: -97.798350),  Route carried "on" structure: State highway 201,  Year Built: 1975,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 11,655 (year 2015),  Average Future Daily Traffic: 11,100 (year 2035),  Design Load: HS 20,  Features Intersected: US 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,162,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $1,743,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90140023103084,  Location: 1.90 MI E OF CORYELL C/L (Lat: 31.121125,  Lng: -97.773044),  Route carried "on" structure: State highway 190,  Year Built: 1976,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 7,470 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,460 (year 2035),  Design Load: HS 20,  Features Intersected: US 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $3,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90140023103085,  Location: 2.10 MI E OF CORYELL C/L (Lat: 31.119803,  Lng: -97.769247),  Route carried "on" structure: US 190,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 38,530 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,950 (year 2035),  Design Load: HS 20,  Features Intersected: SPUR 172 SB & SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.900,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.5m (70.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.29m (43.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90140023103086,  Location: 2.10 MI E OF CORYELL C/L (Lat: 31.119597,  Lng: -97.769308),  Route carried "on" structure: US 190,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 38,530 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,950 (year 2035),  Design Load: HS 20,  Features Intersected: SPUR 172 SB & SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.923,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 20.8m (68.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.29m (43.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90140023103088,  Location: 2.40 MI E OF CORYELL C/L (Lat: 31.117550,  Lng: -97.765522),  Route carried "on" structure: US 190,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 77,070 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 107,900 (year 2035),  Design Load: HS 20,  Features Intersected: SOUTH NOLAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.522,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

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Structure Number: 90140023103389,  Location: 0.40 NW OF WALES DRIVE (Lat: 31.118561,  Lng: -97.767431),  Route carried "on" structure: Ramp US 195,  Year Built: 2019,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 23,100 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: FORT HOOD EXT/DST/COLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.847,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 90140023107087,  Location: 2.30 MI E OF CORYELL C/L (Lat: 31.121794,  Lng: -97.769892),  Route carried "on" structure: State highway 190,  Year Built: 1976,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 14,950 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,930 (year 2035),  Design Load: HS 20,  Features Intersected: SPUR 172
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.466,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9014002311003,  Location: 3.60 MI E OF CORYELL C/L (Lat: 31.121344,  Lng: -97.746789),  Route carried "on" structure: State highway 190,  Year Built: 1942,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,950 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,930 (year 2035),  Design Load: H 15,  Features Intersected: LONG BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.587,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 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: 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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $915,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90140353401003,  Location: 0.02 MI N OF US 190 (Lat: 31.123089,  Lng: -97.798397),  Route carried "on" structure: State highway 3470,  Year Built: 1971,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 19,536 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,840 (year 2027),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $915,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPFORHOO000001,  Location: E/O ANTELOPE RD (Lat: 31.214969,  Lng: -97.794231),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 600 (year 2043),  Features Intersected: COWHOUSE CREEK,  Facility Carried by Structure: WEST RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.52m (31.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $7,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000002,  Location: FORT HOOD, TEXAS (Lat: 31.185661,  Lng: -97.809831),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Open,  Structure Length: 5.98m (19.62ft),  Average Daily Traffic: 150 (year 2015),  Average Future Daily Traffic: 600 (year 2043),  Features Intersected: HOUSE CK,  Facility Carried by Structure: WEST RANGETNK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.02m (23.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $47,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000004,  Location: FORT HOOD, TEXAS (Lat: 31.229919,  Lng: -97.848161),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,000 (year 2043),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: GEORGETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 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: Equal to present minimum criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $27,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000006,  Location: FORT HOOD, TEXAS (Lat: 31.033011,  Lng: -97.801711),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2043),  Features Intersected: REESE CREEK,  Facility Carried by Structure: MAXDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $31,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000007,  Location: FORT HOOD, TEXAS (Lat: 31.203900,  Lng: -97.638211),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 49.07m (160.99ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 500 (year 2043),  Design Load: HS 20,  Features Intersected: COWHOUSE CREEK,  Facility Carried by Structure: EAST RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.47m (250.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $414,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPFORHOO000008,  Location: N OF 190, FORT HOOD, TEX. (Lat: 31.129031,  Lng: -97.837161),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 600 (year 2043),  Features Intersected: BNSF RR,  Facility Carried by Structure: CLARK RD. N.OF 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $15,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000009,  Location: FORT HOOD, TEXAS (Lat: 31.241750,  Lng: -97.584981),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 2 (year 2019),  Average Future Daily Traffic: 2 (year 2043),  Features Intersected: TRIB TO OWL CREEK,  Facility Carried by Structure: COLD SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000012,  Location: FORT HOOD, TEXAS (Lat: 31.127261,  Lng: -97.854261),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 600 (year 2043),  Design Load: Greater than HL93,  Features Intersected: BNSF RR AT RAILHEAD,  Facility Carried by Structure: DOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Army,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.53m (18.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $37,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000013,  Location: N OF 190, FT. HOOD, TX (Lat: 31.130039,  Lng: -97.837131),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 600 (year 2043),  Design Load: Greater than HL93,  Features Intersected: BNSF RR TO RAILHEAD,  Facility Carried by Structure: CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $17,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000015,  Location: S OF FT HOOD MAIN GATE (Lat: 31.128889,  Lng: -97.768669),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,500 (year 2043),  Design Load: HS 20,  Features Intersected: HOOD RD INTO FT HOOD,  Facility Carried by Structure: SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: Army,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $4,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO00005A,  Location: FORT HOOD, TEXAS (Lat: 31.244700,  Lng: -97.624989),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 300 (year 2043),  Design Load: Greater than HL93,  Features Intersected: OWL CREEK,  Facility Carried by Structure: EAST RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPFORHOO000F02,  Location: NFH @ AVE G (Lat: 31.369969,  Lng: -97.682439),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2043),  Features Intersected: UNK CREEK,  Facility Carried by Structure: AVE G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F04,  Location: OLD GEORGETOWN RD (Lat: 31.369519,  Lng: -97.724481),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 400 (year 2043),  Features Intersected: TURNOVER CREEK,  Facility Carried by Structure: OLD GEORGETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F07,  Location: E RANGE RD (Lat: 31.323981,  Lng: -97.683561),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: HENSON CREEK,  Facility Carried by Structure: E RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F11,  Location: W RANGE RD (Lat: 31.323139,  Lng: -97.757569),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: HENSON CREEK,  Facility Carried by Structure: W RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F26,  Location: OLD GEORGETOWN RD (Lat: 31.165039,  Lng: -97.878050),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: HOUSE CREEK,  Facility Carried by Structure: OLD GEORGETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F27,  Location: OLD GEORGETOWN RD (Lat: 31.172519,  Lng: -97.871261),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: RIPSTEIN CREEK,  Facility Carried by Structure: OLD GEORGETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  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: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F28,  Location: TURKEY RUN RD (Lat: 31.161731,  Lng: -97.862169),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: TURKEY RUN CREEK,  Facility Carried by Structure: TURKEY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Good,  Culverts: Poor,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F3,  Location: E OF MUSKOGEE ST (Lat: 31.155089,  Lng: -97.816250),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: TURKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F31,  Location: E OF AAFES SHOPPETTE (Lat: 31.134239,  Lng: -97.817781),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: TANK DESTROYER BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Army,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Fair,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $18,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F32,  Location: B/W BN RD & WICHITA DR (Lat: 31.142781,  Lng: -97.804169),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 400 (year 2015),  Truck Traffic: 25%,  Average Future Daily Traffic: 400 (year 2043),  Features Intersected: STREAM,  Facility Carried by Structure: CLEAR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Army,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F34,  Location: B/W TIPI TR & BROKEN BOW (Lat: 31.143600,  Lng: -97.835889),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: STREAM,  Facility Carried by Structure: TALISMAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $27,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F36,  Location: S OF LAGUNA DR INTXN (Lat: 31.139111,  Lng: -97.824169),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: STREAM,  Facility Carried by Structure: MUSKOGEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.12m (6.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $8,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F39,  Location: N/O GATE (Lat: 31.127300,  Lng: -97.837219),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Design Load: Greater than HL93,  Features Intersected: STREAM,  Facility Carried by Structure: CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F4,  Location: N/O HONEY LOCUST (Lat: 31.112900,  Lng: -97.833939),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2043),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: RED OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $17,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F41,  Location: @ PRICKLEY PEAR WAY (Lat: 31.110689,  Lng: -97.831139),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2043),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: LIVE OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $39,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F42,  Location: E/O CLARKE RD (Lat: 31.098950,  Lng: -97.831450),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: OLD COPPERAS COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $26,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F56,  Location: NEAR BLDG 3825 (Lat: 31.134789,  Lng: -97.782339),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 50 (year 2043),  Features Intersected: PAVED DITCH,  Facility Carried by Structure: S/O TANK DESTROYER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F57,  Location: BLDG 3830 (Lat: 31.134600,  Lng: -97.780800),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: PAVED CHANNEL,  Facility Carried by Structure: S/O TANK DESTROYER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F58,  Location: S/O TANK DESTROYER BLVD (Lat: 31.134411,  Lng: -97.779339),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: PAVED CHANNEL,  Facility Carried by Structure: S 62ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Army,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $5,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F59,  Location: PARK LOT-W/O BLDG 3537 (Lat: 31.134231,  Lng: -97.777931),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: PAVED CHANNEL,  Facility Carried by Structure: S/O TANK DESTROYER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $5,000 ( Estimate for 2021)

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Structure Number: DAPFORHOO000F6,  Location: S TANK DESTROYER BLVD INT (Lat: 31.133911,  Lng: -97.775631),  Route carried "on" structure: Other road ,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 300 (year 2019),  Average Future Daily Traffic: 300 (year 2043),  Design Load: HS 20,  Features Intersected: PAVED DITCH,  Facility Carried by Structure: 58TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Army,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $28,000 ( Estimate for 2021)