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

Find on map >>   Show street view

Structure Number: 22200S38300003,  Location: 0.15 MI S OF TARRANT RD (Lat: 32.754961,  Lng: -97.037103),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,628 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,470 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF JOHNSON CR,  Facility Carried by Structure: DUNCAN PERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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

Find on map >>   Show street view

Structure Number: 22200S40498001,  Location: 2.25 MI NE OF SH 360 (Lat: 32.591992,  Lng: -97.044886),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 458 (year 2019),  Average Future Daily Traffic: 970 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: ENGLAND PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.730,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

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

Find on map >>   Show street view

Structure Number: 22200S45075001,  Location: 0.80 MI S OF ABRAM ST (Lat: 32.726503,  Lng: -97.043664),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,948 (year 2019),  Average Future Daily Traffic: 12,730 (year 2033),  Features Intersected: COTTONWOOD CR,  Facility Carried by Structure: S GREAT SW PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000

Find on map >>   Show street view

Structure Number: 22200S45075002,  Location: 0.22 MI S OF SP 303 (Lat: 32.708483,  Lng: -97.044097),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 11,142 (year 2019),  Average Future Daily Traffic: 15,050 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF COTTONWOOD CR,  Facility Carried by Structure: S GREAT SW PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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

Find on map >>   Show street view

Structure Number: 22200S45075003,  Location: 0.20 MI S OF IH 20 EBFR (Lat: 32.672072,  Lng: -97.044206),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 19,703 (year 2019),  Average Future Daily Traffic: 30,450 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF FISH CREEK,  Facility Carried by Structure: S GREAT SW PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.610,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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

Find on map >>   Show street view

Structure Number: 22200S45075004,  Location: 1.10 MI S OF IH 20 EBFR (Lat: 32.659219,  Lng: -97.042189),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 14,430 (year 2016),  Average Future Daily Traffic: 14,480 (year 2033),  Features Intersected: FISH CREEK,  Facility Carried by Structure: GREAT SW PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.017,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S45075005,  Location: 1.10 MI S OF IH 20 EBFR (Lat: 32.659186,  Lng: -97.042050),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 14,430 (year 2016),  Average Future Daily Traffic: 14,480 (year 2033),  Features Intersected: FISH CREEK,  Facility Carried by Structure: GREAT SW PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.017,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S45075007,  Location: 0.15 Mi. N. of IH-20 WBFR (Lat: 32.680017,  Lng: -97.044317),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 22,770 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HL 93,  Features Intersected: Prairie Creek,  Facility Carried by Structure: Great SW Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.840,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S53350001,  Location: AT INTERSEC OF SH 360 (Lat: 32.661539,  Lng: -97.062533),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,923 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,410 (year 2033),  Design Load: HS 20,  Features Intersected: FISH CREEK,  Facility Carried by Structure: KINGSWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Very 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: 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,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S53350002,  Location: 0.80 MI NW of Lake Ridge (Lat: 32.657164,  Lng: -97.053347),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,504 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,506 (year 2040),  Features Intersected: Trib Fish Creek,  Facility Carried by Structure: Kingswood Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 48.3m (158.5ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22200S53350003,  Location: 0.20 MI NW of Lake Ridge (Lat: 32.653503,  Lng: -97.045339),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,675 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,512 (year 2040),  Features Intersected: Trib Fish Creek,  Facility Carried by Structure: Kingswood Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22200S54705001,  Location: 1.7 MI S OF GARDEN (Lat: 32.622947,  Lng: -97.039183),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 63.40m (208.01ft),  Average Daily Traffic: 1,675 (year 2016),  Average Future Daily Traffic: 1,725 (year 2033),  Design Load: HS 20,  Features Intersected: JOE POOL LAKE,  Facility Carried by Structure: LAKE RIDGE PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: High priority of replacement,  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: July 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S54705002,  Location: 1.7 MI S OF GARDEN (Lat: 32.621289,  Lng: -97.039003),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 63.40m (208.01ft),  Average Daily Traffic: 1,675 (year 2016),  Average Future Daily Traffic: 1,725 (year 2033),  Design Load: HS 20,  Features Intersected: JOE POOL LAKE,  Facility Carried by Structure: LAKE RIDGE PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S56950001,  Location: 0.25 MI E OF SH 360 (Lat: 32.635511,  Lng: -97.061481),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 26.21m (85.99ft),  Average Daily Traffic: 1,000 (year 2016),  Average Future Daily Traffic: 2,000 (year 2036),  Design Load: HL 93,  Features Intersected: LYNN CREEK,  Facility Carried by Structure: LYNN CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22200S57580001,  Location: 0.50 MI N of Camp Wisdom (Lat: 32.654361,  Lng: -97.058778),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 288 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 288 (year 2040),  Features Intersected: Trib Fish Creek,  Facility Carried by Structure: Magna Carta Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  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: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22200S72000002,  Location: .2 Mi. NE of SH-360 (Lat: 32.611903,  Lng: -97.072392),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 900 (year 2033),  Design Load: HL 93,  Features Intersected: Loyd Branch,  Facility Carried by Structure: Ragland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  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: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 22200S72000003,  Location: .38 Mi NE Of SH-360 (Lat: 32.616600,  Lng: -97.064781),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: Trib to Joe Pool Lake,  Facility Carried by Structure: Ragland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22200S78400001,  Location: 0.50 MI S OF GR PENINSULA (Lat: 32.579139,  Lng: -97.046492),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 400 (year 2016),  Average Future Daily Traffic: 250 (year 2033),  Features Intersected: TRIB OF JOE POOL LAKE,  Facility Carried by Structure: SEETON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  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: 7.6m (24.9ft),  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: 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: 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

Find on map >>   Show street view

Structure Number: 22200S81395001,  Location: 0.02 MI S OF KIRBYBROOK (Lat: 32.694058,  Lng: -97.037656),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,226 (year 2019),  Average Future Daily Traffic: 1,100 (year 2033),  Features Intersected: KIRBY CREEK,  Facility Carried by Structure: SOUTHWOOD TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 22200S99999001,  Location: 0.65 MI SW OF PARK RD 1 (Lat: 32.608522,  Lng: -97.067786),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 429 (year 2019),  Average Future Daily Traffic: 260 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF JOE POOL LK,  Facility Carried by Structure: PARK RD 1A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.1m (46.3ft)

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: 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

Find on map >>   Show street view

Structure Number: 22200S99999002,  Location: 0.33 MI S OF PARK RD 1A (Lat: 32.599125,  Lng: -97.068008),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 590 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF JOE POOL LK,  Facility Carried by Structure: N DAY MIAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: 180570000808137,  Location: 1.25 MI W of FM 1382 (Lat: 32.742522,  Lng: -97.015611),  Route carried "on" structure: State highway 180,  Year Built: 1963,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 12,771 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,140 (year 2033),  Design Load: H 20,  Features Intersected: Carrier Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.717,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570000808168,  Location: 1.60 Mi W of Loop 12 (Lat: 32.748750,  Lng: -96.945519),  Route carried "on" structure: State highway 180,  Year Built: 1967,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: H 20,  Features Intersected: Mountain Creek Relief #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.015,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570000808169,  Location: 1.10 Mi W of Loop 12 (Lat: 32.749664,  Lng: -96.936503),  Route carried "on" structure: State highway 180,  Year Built: 1967,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: H 20,  Features Intersected: Mountain Creek Relief #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.866,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18057000080817,  Location: 0.60 Mi W of Loop 12 (Lat: 32.749789,  Lng: -96.930397),  Route carried "on" structure: State highway 180,  Year Built: 1967,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: H 20,  Features Intersected: Mountain Creek Relief #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570000808359,  Location: 1.10 Mi W of Loop 12 (Lat: 32.749369,  Lng: -96.937247),  Route carried "on" structure: State highway 180,  Year Built: 1990,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 7,769 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HS 20,  Features Intersected: Mountain Creek Relief #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.866,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 17.6m (57.7ft)

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

Find on map >>   Show street view

Structure Number: 180570000808517,  Location: 2.4 Mi East of FM 1382 (Lat: 32.748258,  Lng: -96.946125),  Route carried "on" structure: State highway 180,  Year Built: 2013,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,769 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HL 93,  Features Intersected: Mountain Creek Relief #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.015,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable 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,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 180570000808519,  Location: 0.60 Mi West of Loop 12 (Lat: 32.749478,  Lng: -96.931172),  Route carried "on" structure: State highway 180,  Year Built: 2013,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,769 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HL 93,  Features Intersected: Mountain Creek Relief #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 180570104703007,  Location: 0.35 MI N OF SP 303 (Lat: 32.714611,  Lng: -96.994044),  Route carried "on" structure: State highway 1382,  Year Built: 1951,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 29,510 (year 2019),  Average Future Daily Traffic: 33,000 (year 2033),  Design Load: H 15,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.307,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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: December 2021

Find on map >>   Show street view

Structure Number: 180570104703026,  Location: 0.95 Mi S of SH 180 (Lat: 32.732211,  Lng: -96.994342),  Route carried "on" structure: State highway 1382,  Year Built: 1981,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 26,598 (year 2020),  Average Future Daily Traffic: 35,900 (year 2033),  Design Load: HS 20,  Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.412,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804022,  Location: 2.03 MI W OF BELT LINE RD (Lat: 32.759867,  Lng: -97.030031),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2008,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 8,510 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,910 (year 2030),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 180570106804183,  Location: 2.0 MI E OF BELT LINE RD (Lat: 32.762331,  Lng: -96.959694),  Route carried "on" structure: Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 152,020 (year 2033),  Design Load: HS 20,  Features Intersected: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.068,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 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: 36.6m (120.1ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 52.4m (171.9ft)

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: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804184,  Location: 2.5 MI W OF LP 12 (Lat: 32.762297,  Lng: -96.956506),  Route carried "on" structure: Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 152,020 (year 2033),  Design Load: HS 20,  Features Intersected: RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.390,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 42.6m (139.8ft),  Out-to-Out Width: 55.1m (180.8ft)

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: Superior to present desirable criteria,  Underclear: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804185,  Location: 2.5 MI W OF LOOP 12 (Lat: 32.762406,  Lng: -96.956503),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1994,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 53,540 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,950 (year 2031),  Design Load: HS 20,  Features Intersected: RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.625,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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,  Underclear: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804204,  Location: 1.3 MI W OF LOOP 12 (Lat: 32.764014,  Lng: -96.936467),  Route carried "on" structure: Interstate 30,  Year Built: 2003,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 149,930 (year 2031),  Design Load: HS 20,  Features Intersected: RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.047,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.4m (171.9ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804205,  Location: 0.8 MI W OF LOOP 12 (Lat: 32.765164,  Lng: -96.928472),  Route carried "on" structure: Interstate 30,  Year Built: 2003,  Status: Open,  Structure Length: 21.40m (70.21ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 149,930 (year 2031),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.873,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 56.0m (183.7ft)

Condition: Deck: Good,  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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804206,  Location: 2.0 MI E OF NW 19TH ST (Lat: 32.758428,  Lng: -96.995367),  Route carried "on" structure: Interstate 30,  Year Built: 2001,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 212,800 (year 2031),  Design Load: HS 20,  Features Intersected: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.077,  Lanes on structure: 11,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 52.4m (171.9ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804207,  Location: 0.6 MI E OF BELTLINE RD (Lat: 32.758667,  Lng: -96.984672),  Route carried "on" structure: Interstate 30,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 212,800 (year 2031),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 180570106804209,  Location: 2.5 MI W OF LOOP 12 (Lat: 32.761719,  Lng: -96.956836),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2003,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,220 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,110 (year 2030),  Design Load: HS 20,  Features Intersected: RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570106804298,  Location: 1.45 MI W OF BELT LINE RD (Lat: 32.759189,  Lng: -97.019758),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: CARRIER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.064,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 25.2m (82.7ft)

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: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 180570106804299,  Location: 1.0 MI WEST OF BELT LINE (Lat: 32.759711,  Lng: -97.012050),  Route carried "on" structure: Interstate 30,  Year Built: 2005,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 152,020 (year 2033),  Design Load: HS 20,  Features Intersected: NW 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.132,  Lanes on structure: 11,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 180570106804303,  Location: 1.97 MI W OF BELT LINE RD (Lat: 32.759328,  Lng: -97.029625),  Route carried "on" structure: Interstate 30,  Year Built: 2012,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 138,110 (year 2030),  Design Load: HS 20,  Features Intersected: SH 161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 45.2m (148.3ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing