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

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Structure Number: 190190004605013,  Location: 0.20 MI E OF SH 8 (Lat: 33.460033,  Lng: -94.405556),  Route carried "on" structure: US 82,  Year Built: 1925,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,481 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,060 (year 2033),  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.057,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190004605111,  Location: 1.00 MI S OF IH 30 (Lat: 33.459347,  Lng: -94.408119),  Route carried "on" structure: State highway 8,  Year Built: 2010,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,640 (year 2031),  Design Load: HL 93,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.408,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 190190006002006,  Location: 2.20 MI N OF IH 30 (Lat: 33.506042,  Lng: -94.407572),  Route carried "on" structure: State highway 8,  Year Built: 1963,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 3,576 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,040 (year 2033),  Design Load: HS 20,  Features Intersected: MEADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.295,  Lanes on structure: 2,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

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,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190006002007,  Location: 2.10 MI N OF IH 30 (Lat: 33.504431,  Lng: -94.407583),  Route carried "on" structure: State highway 8,  Year Built: 1963,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 3,576 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,040 (year 2033),  Design Load: HS 20,  Features Intersected: RED BAYOU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.496,  Lanes on structure: 2,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Satisfactory,  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,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190033001009,  Location: 1.40 MI E OF SH 98 (Lat: 33.436111,  Lng: -94.448897),  Route carried "on" structure: State highway 1840,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,630 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,230 (year 2033),  Design Load: HS 20,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 14.4m (47.2ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Satisfactory,  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,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19019003300101,  Location: 1.10 MI E OF SH 98 (Lat: 33.436244,  Lng: -94.454808),  Route carried "on" structure: State highway 1840,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,630 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,230 (year 2033),  Design Load: HS 20,  Features Intersected: CAMPBELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  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: 12.5m (41.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006106,  Location: 0.20 MI E OF SH 98 (Lat: 33.466375,  Lng: -94.466853),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,314 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 35,490 (year 2033),  Features Intersected: W FORK RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.985,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: June 2020

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Structure Number: 190190061006107,  Location: 0.60 MI E OF SH 98 (Lat: 33.469656,  Lng: -94.459742),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 15,815 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,740 (year 2033),  Design Load: HS 20,  Features Intersected: CO RD 4008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.732,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006108,  Location: 0.60 MI E OF SH 98 (Lat: 33.469506,  Lng: -94.459628),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 17,499 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,740 (year 2033),  Design Load: HS 20,  Features Intersected: CO RD 4008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.770,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006109,  Location: 2.80 MI W OF SH 8 (Lat: 33.470956,  Lng: -94.456822),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 15,815 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,740 (year 2033),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.073,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19019006100611,  Location: 2.80 MI W OF SH 8 (Lat: 33.470906,  Lng: -94.456478),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 18,452 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,740 (year 2033),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.105,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006111,  Location: 1.00 MI W OF SH 8 (Lat: 33.475775,  Lng: -94.425042),  Route carried "on" structure: State highway 992,  Year Built: 1967,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,680 (year 2033),  Design Load: H 15,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.330,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006112,  Location: 0.50 MI W OF SH 8 (Lat: 33.475119,  Lng: -94.416872),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 35,710 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 39,050 (year 2033),  Design Load: HS 20,  Features Intersected: RED BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.913,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very 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: June 2020

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Structure Number: 190190061006113,  Location: INT IH 30 & SH 8 (Lat: 33.474397,  Lng: -94.409114),  Route carried "on" structure: State highway 8,  Year Built: 1967,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 5,310 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,440 (year 2033),  Design Load: H 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.789,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006114,  Location: 1.50 MI E OF SH 8 (Lat: 33.472053,  Lng: -94.382039),  Route carried "on" structure: County highway 2003,  Year Built: 1967,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 109 (year 2013),  Average Future Daily Traffic: 109 (year 2033),  Design Load: H 15,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19019006100616,  Location: INT IH 30 & SH 98 (Lat: 33.464867,  Lng: -94.470406),  Route carried "on" structure: Interstate 30,  Year Built: 1971,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 15,815 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,740 (year 2033),  Design Load: HS 20,  Features Intersected: SH 98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.647,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061006162,  Location: INT IH 30 & SH 98 (Lat: 33.464719,  Lng: -94.470372),  Route carried "on" structure: Interstate 30,  Year Built: 1971,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 16,673 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 16,980 (year 2033),  Design Load: HS 20,  Features Intersected: SH 98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.640,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190121401005,  Location: 1.4 MI N OF IH 30 (Lat: 33.493003,  Lng: -94.436939),  Route carried "on" structure: State highway 992,  Year Built: 1990,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 960 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,680 (year 2033),  Design Load: HS 20,  Features Intersected: RED BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.001,  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: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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 48 months,  Inspection Date: June 2020

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Structure Number: 190190198701001,  Location: 1.00 MI SW OF SH 8 (Lat: 33.394422,  Lng: -94.427386),  Route carried "on" structure: State highway 2149,  Year Built: 1955,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 230 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 280 (year 2033),  Design Load: HS 20,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.2m (33.5ft)

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,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190198701002,  Location: 1.10 MI W OF SH 8 (Lat: 33.392061,  Lng: -94.428111),  Route carried "on" structure: State highway 2149,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 230 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 280 (year 2033),  Design Load: HS 20,  Features Intersected: RICE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 10.2m (33.5ft)

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,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190198701003,  Location: 1.60 MI E OF SH 8 (Lat: 33.407683,  Lng: -94.389372),  Route carried "on" structure: State highway 2149,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 878 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,220 (year 2033),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.425,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 8.5m (27.9ft),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190252601001,  Location: 0.50 MI S OF US 82 (Lat: 33.465997,  Lng: -94.470353),  Route carried "on" structure: State highway 98,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,242 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,120 (year 2033),  Features Intersected: W FORK RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.624,  Lanes on structure: 2,  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: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 190190252601002,  Location: 0.80 MI S OF IH 30 (Lat: 33.452578,  Lng: -94.470436),  Route carried "on" structure: State highway 98,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,059 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,210 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 190190252602003,  Location: 1.10 MI N OF US 82 (Lat: 33.488658,  Lng: -94.470528),  Route carried "on" structure: State highway 3378,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,121 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,760 (year 2033),  Design Load: HS 20,  Features Intersected: RED BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 190190252602004,  Location: 1.00 MI S OF FM 992 (Lat: 33.506644,  Lng: -94.467831),  Route carried "on" structure: State highway 3378,  Year Built: 1982,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 251 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 570 (year 2033),  Design Load: HS 20,  Features Intersected: DIXIE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.776,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 190190H00010001,  Location: 0.6 MI SW OF SH 8 (Lat: 33.479575,  Lng: -94.413544),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 229 (year 2013),  Average Future Daily Traffic: 229 (year 2033),  Features Intersected: RED BAYOU,  Facility Carried by Structure: ADDISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DANAMCRIV00012,  Location: 1.7 MI SE OF 00851 (Lat: 33.401700,  Lng: -94.344031),  Route carried "on" structure: ServiceOther road ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 20 (year 2042),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: S BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.4m (14.4ft),  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: 5.8m (19.0ft),  Out-to-Out Width: 9.4m (30.8ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $8,000,  Total Project Cost: $18,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV00007B,  Location: 0.1 MI. E. OF MRO (Lat: 33.425369,  Lng: -94.314889),  Route carried "on" structure: Business Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 300 (year 2042),  Features Intersected: CANEY CREEK,  Facility Carried by Structure: OLD BOSTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

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: 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: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV00010B,  Location: 2.2 MI. E. OF W. BOUNDARY (Lat: 33.407950,  Lng: -94.367561),  Route carried "on" structure: ServiceOther road ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 20 (year 2042),  Features Intersected: COLLOM CREEK,  Facility Carried by Structure: S. BOUNDARY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.9m (16.1ft),  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: 5.8m (19.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV00013,  Location: 0.8 MI SE ELLIOT LAKE RD (Lat: 33.397550,  Lng: -94.314539),  Route carried "on" structure: ServiceOther road ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 20 (year 2042),  Features Intersected: CANEY CREEK,  Facility Carried by Structure: S BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  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: 5.5m (18.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Fair,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,000,  Total Project Cost: $16,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV00208,  Location: 0.3 KM N. OF ART. RD. #3 (Lat: 33.434050,  Lng: -94.399439),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2042),  Design Load: HS 20,  Features Intersected: W FORK BIG CREEK,  Facility Carried by Structure: W. PATROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $7,000,  Total Project Cost: $17,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV002476,  Location: BTWN RDS G-12 & G-13 (Lat: 33.430061,  Lng: -94.343181),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 100 (year 2042),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: ARTERIAL RD #3
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV002513,  Location: 900' N/O ART RD (Lat: 33.432161,  Lng: -94.350350),  Route carried "on" structure: ServiceOther road ,  Year Built: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 40%,  Average Future Daily Traffic: 200 (year 2042),  Features Intersected: ROCK CREEK DRIVE,  Facility Carried by Structure: E-1 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02039,  Location: BTWN RDS. A-9 & A-10 (Lat: 33.439311,  Lng: -94.387150),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2042),  Features Intersected: BIG CREEK TRIB,  Facility Carried by Structure: ARTERIAL RD. #1
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: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $32,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02086,  Location: BTWN ARTERIAL RDS 2 & 3 (Lat: 33.437481,  Lng: -94.397319),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2042),  Design Load: HS 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: W. PATROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCRIV02104,  Location: BTWN BLDGS B1104 & B1105 (Lat: 33.434889,  Lng: -94.388450),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Design Load: HS 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: ROAD B-11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02106,  Location: BTWN BLDGS B1101 & B1102 (Lat: 33.430500,  Lng: -94.388161),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Closed,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Design Load: HS 20,  Features Intersected: BIG CREEK DRAINAGE,  Facility Carried by Structure: ROAD B-11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Poor,  Culverts: Serious,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02107,  Location: BTWN ROADS B-10 & B-11 (Lat: 33.438831,  Lng: -94.387131),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Posted for load,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Features Intersected: BIG CREEK TRIB,  Facility Carried by Structure: ARTERIAL ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $17,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02108,  Location: BTWN BLDGS B1005 & B1006 (Lat: 33.435361,  Lng: -94.387039),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Features Intersected: BIG CREEK DRAINAGE,  Facility Carried by Structure: ROAD B-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02111,  Location: BTWN BLDGS B1001 & B1002 (Lat: 33.430939,  Lng: -94.386769),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Features Intersected: BIG CREEK DRAINAGE,  Facility Carried by Structure: ROAD B-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02112,  Location: BTWN BLDGS B906 & B907 (Lat: 33.435981,  Lng: -94.385700),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Features Intersected: BIG CREEK DRAINAGE,  Facility Carried by Structure: ROAD B-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

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: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $24,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02151,  Location: 0.2 KM E. OF BLDG 2159 (Lat: 33.428181,  Lng: -94.393211),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2042),  Features Intersected: BIG CREEK,  Facility Carried by Structure: ARTERIAL RD. #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $56,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPAMCRIV02472,  Location: SO OF BLDG G1301 (Lat: 33.430819,  Lng: -94.343961),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2042),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: RD G-13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

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,  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: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPAMCRIV02479,  Location: BTWN BASS WOOD/OLD BOSTON (Lat: 33.414139,  Lng: -94.344961),  Route carried "on" structure: ServiceOther road ,  Year Built: 1942,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 20 (year 2042),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: CANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 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,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)