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

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Structure Number: 180570000911383,  Location: 6.2 Mi NE of IH 635 (Lat: 32.867844,  Lng: -96.537294),  Route carried "on" structure: Interstate 30,  Year Built: 1995,  Status: Open,  Structure Length: 49.07m (160.99ft),  Average Daily Traffic: 141,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 191,650 (year 2033),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.326,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  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: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911388,  Location: 2.4 Mi W of Loop 12 (Lat: 32.794897,  Lng: -96.722347),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 81,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Ferguson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.995,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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 minimum criteria,  Underclear: Meets minimum limits,  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: 180570000911389,  Location: 2.8 Mi W of Loop 12 (Lat: 32.792078,  Lng: -96.728272),  Route carried "on" structure: Ramp Other road 30,  Year Built: 1962,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 15,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: White Rock Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.369,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  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: 18057000091139,  Location: 1.2 MI E of IH 45 (Lat: 32.787561,  Lng: -96.765914),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Peak St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.764,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570000911391,  Location: 1.3 MI E OF IH 45 (Lat: 32.788686,  Lng: -96.764244),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: CARROLL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.986,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570000911392,  Location: 1.7 Mi E of IH 45 (Lat: 32.791044,  Lng: -96.758622),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Fitzhugh Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.544,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570000911393,  Location: 1.7 Mi E of IH 45 (Lat: 32.791122,  Lng: -96.757042),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Lindsley Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.681,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570000911394,  Location: 0.75 Mi SW of IH 45 (Lat: 32.773478,  Lng: -96.793406),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 9,403 (year 2016),  Average Future Daily Traffic: 16,925 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EBML & FR,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911395,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774219,  Lng: -96.792461),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 9,403 (year 2016),  Average Future Daily Traffic: 16,925 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 Work Area,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911397,  Location: 1.8 Mi E of IH 45 (Lat: 32.791147,  Lng: -96.756653),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Barry Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.787,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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 minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 180570000911398,  Location: 0.3 Mi W of IH 45 (Lat: 32.775711,  Lng: -96.785361),  Route carried "on" structure: Ramp City street 30,  Year Built: 1966,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911399,  Location: 0.3 Mi W of IH 45 (Lat: 32.775561,  Lng: -96.785592),  Route carried "on" structure: Ramp City street 559,  Year Built: 1966,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB,  Facility Carried by Structure: IH 30 WB Conn D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805700009114,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775492,  Lng: -96.786997),  Route carried "on" structure: Ramp State highway 310,  Year Built: 1966,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,710 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 EB Conn F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.210,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911401,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775433,  Lng: -96.787144),  Route carried "on" structure: Ramp State highway 310,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,710 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 WB Conn D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.210,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911402,  Location: 0.3 Mi W of IH 45 (Lat: 32.776156,  Lng: -96.786253),  Route carried "on" structure: Ramp City street 30,  Year Built: 1966,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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 corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911403,  Location: 0.3 Mi W of IH 45 (Lat: 32.776144,  Lng: -96.786275),  Route carried "on" structure: Ramp City street 559,  Year Built: 1966,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 EB Conn E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911406,  Location: 0.65 Mi E of IH 45 (Lat: 32.781250,  Lng: -96.771786),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Second Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.879,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911407,  Location: 0.6 Mi E of IH 45 (Lat: 32.780878,  Lng: -96.770847),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Third St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.847,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 180570000911408,  Location: 0.8 Mi E of IH 45 (Lat: 32.782681,  Lng: -96.770083),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.136,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: 180570000911409,  Location: 0.9 Mi E of IH 45 (Lat: 32.783053,  Lng: -96.769122),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Esposition St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.329,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000091141,  Location: 0.3 Mi E of IH 45 (Lat: 32.782933,  Lng: -96.769228),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 120.52m (395.41ft),  Average Daily Traffic: 69,901 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 134,930 (year 2033),  Design Load: HS 20,  Features Intersected: SH 352 Exposition etc
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.367,  Lanes on structure: 5,  Lanes under structure: 29,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 66,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 180570000911468,  Location: IH30 / PGBT interchange (Lat: 32.863683,  Lng: -96.555014),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2012,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,900 (year 2036),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000091148,  Location: 1.8 Mi W of LP 12 (Lat: 32.794306,  Lng: -96.712211),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 81,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,060 (year 2030),  Design Load: HS 20,  Features Intersected: Hunnicut Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.025,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.0m (68.9ft)

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

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Structure Number: 180570000911485,  Location: IH 35E NBFR @ IH 30 EB (Lat: 32.766194,  Lng: -96.803947),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 21.47m (70.44ft),  Average Daily Traffic: 38,200 (year 2016),  Average Future Daily Traffic: 58,500 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD & DRNG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911486,  Location: 1.5 MI W OF IH 45 (Lat: 32.768600,  Lng: -96.803672),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 81,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 113,660 (year 2033),  Design Load: HL 93,  Features Intersected: IH 35E NB - IH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911487,  Location: IH 30 @ IH 35E (Lat: 32.769475,  Lng: -96.803542),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 39.26m (128.81ft),  Average Daily Traffic: 21,900 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,700 (year 2046),  Design Load: HL 93,  Features Intersected: IH 30,  Facility Carried by Structure: IH 35E WB-SB CONN
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570004707029,  Location: 3.40 MI N OF LP 12 (Lat: 32.909469,  Lng: -96.768481),  Route carried "on" structure: Ramp US 75,  Year Built: 1992,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 17,240 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,270 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 & FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.268,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.47m (126.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000470703,  Location: 3.40 MI N OF LP 12 (Lat: 32.911839,  Lng: -96.769122),  Route carried "on" structure: Ramp US 75,  Year Built: 1992,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 17,240 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,270 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.268,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.34m (70.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570004707044,  Location: 1.25 MI N OF IH 30 (Lat: 32.792158,  Lng: -96.792361),  Route carried "on" structure: US 75,  Year Built: 1949,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 202,309 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 434,670 (year 2033),  Design Load: HS 20,  Features Intersected: ROSS AVE,  Facility Carried by Structure: IH 345
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.849,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.85m (32.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570004707047,  Location: 3.00 MI N OF LP 12 (Lat: 32.905239,  Lng: -96.768717),  Route carried "on" structure: US 75,  Year Built: 1950,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 187,971 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: H 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.221,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000470706,  Location: 1.7 MI N OF LOOP 12 (Lat: 32.888056,  Lng: -96.770058),  Route carried "on" structure: US 75,  Year Built: 1993,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 160,278 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.157,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.6m (166.0ft)

Condition: Deck: Good,  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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570004707064,  Location: 1.05 MI N OF LP 12 (Lat: 32.879386,  Lng: -96.770789),  Route carried "on" structure: US 75,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 187,971 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 411,910 (year 2033),  Features Intersected: WHITE ROCK CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.094,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 75.6m (248.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 180570004707242,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.796981,  Lng: -96.793392),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.747,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

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: 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: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570004707243,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791719,  Lng: -96.792783),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 38.10m (125.00ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: ROSS AVE & US 75 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.909,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570004707244,  Location: 3.40 MI N OF LP 12 (Lat: 32.909278,  Lng: -96.768717),  Route carried "on" structure: US 75,  Year Built: 1983,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 160,278 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.794,  Lanes on structure: 9,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Satisfactory,  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: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000470726,  Location: 2.55 MI N OF LP 12 (Lat: 32.898808,  Lng: -96.768858),  Route carried "on" structure: US 75,  Year Built: 1983,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 160,278 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 370,870 (year 2033),  Design Load: HS 20,  Features Intersected: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.985,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570004707261,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791819,  Lng: -96.792025),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 65.68m (215.49ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 & ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.747,  Lanes on structure: 2,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  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: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570004707267,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.791431,  Lng: -96.791872),  Route carried "on" structure: Ramp US 75,  Year Built: 1983,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 1,960 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,760 (year 2030),  Design Load: HS 20,  Features Intersected: R.O.W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.948,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 180570004707304,  Location: 3.05 MI N OF LP 12 (Lat: 32.905703,  Lng: -96.768597),  Route carried "on" structure: ServiceUS 75,  Year Built: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 9,178 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,410 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.636,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570004707305,  Location: 3.05 MI N OF LP 12 (Lat: 32.905786,  Lng: -96.769439),  Route carried "on" structure: ServiceUS 75,  Year Built: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 14,540 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,360 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.636,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place