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

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Structure Number: 142460020401005,  Location: 4.3 MI E JCT IH 35 (Lat: 30.531397,  Lng: -97.615497),  Route carried "on" structure: US 79,  Year Built: 1926,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 37,811 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,754 (year 2039),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.214,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 142460020401006,  Location: 4.5 MI E JCT IH 35 (Lat: 30.532344,  Lng: -97.611447),  Route carried "on" structure: US 79,  Year Built: 1926,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 23,441 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,048 (year 2039),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.818,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 142460020401048,  Location: 1.2 MI W OF SH 130 (Lat: 30.535033,  Lng: -97.595111),  Route carried "on" structure: US 79,  Year Built: 2007,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,182 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,024 (year 2039),  Design Load: HS 20,  Features Intersected: MCNUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.224,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460020401062,  Location: 5.7 MI E OF IH 35 (Lat: 30.534553,  Lng: -97.595289),  Route carried "on" structure: US 79,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 17,182 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,024 (year 2039),  Features Intersected: MC NUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.224,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460020401071,  Location: 0.8 MI E OF IH 35 (Lat: 30.518883,  Lng: -97.673872),  Route carried "on" structure: US 79,  Year Built: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 28,614 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,472 (year 2039),  Design Load: HS 20,  Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.129,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460020401084,  Location: 4.2 MI E OF IH 35 (Lat: 30.529725,  Lng: -97.620981),  Route carried "on" structure: US 79,  Year Built: 2002,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 20,050 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,877 (year 2039),  Design Load: HS 20,  Features Intersected: CHANDLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.662,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 14246002040118,  Location: 2.85 MI E OF IH 35 (Lat: 30.521628,  Lng: -97.640119),  Route carried "on" structure: US 79,  Year Built: 2007,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 14,657 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,650 (year 2039),  Design Load: HS 20,  Features Intersected: KENNEY FORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.968,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460020401181,  Location: 2.85 MI E OF IH 35 (Lat: 30.522200,  Lng: -97.639717),  Route carried "on" structure: US 79,  Year Built: 2007,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 20,050 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,877 (year 2039),  Design Load: HS 20,  Features Intersected: KENNEY FORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.968,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460044005046,  Location: 3.8 MI N OF US 79 (Lat: 30.590992,  Lng: -97.593303),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2036),  Design Load: HS 20,  Features Intersected: SH130 ML & NB TOLL PLAZA,  Facility Carried by Structure: CHANDLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.833,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 34.7m (113.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068301076,  Location: 1.8 MI W OF IH 35 (Lat: 30.508853,  Lng: -97.713936),  Route carried "on" structure: State highway 620,  Year Built: 2005,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 42,030 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,850 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.491,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Channel: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460068306033,  Location: 1.70 MI E OF IH 35 (Lat: 30.486742,  Lng: -97.647675),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 32,000 (year 2013),  Average Future Daily Traffic: 40,000 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.645,  Lanes on structure: 13,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 60.0m (196.9ft),  Skew: 12 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: 0.0m,  Right: 2.0m (6.6ft)

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: November 2021

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Structure Number: 142460068306039,  Location: 0.70 MI W OF IH 35 (Lat: 30.478989,  Lng: -97.685572),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 43.59m (143.01ft),  Average Daily Traffic: 25,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,200 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1325
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.868,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 14246006830604,  Location: 0.70 MI W OF IH 35 (Lat: 30.480072,  Lng: -97.681122),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 43.59m (143.01ft),  Average Daily Traffic: 25,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,200 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1325
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.868,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 142460068306041,  Location: 0.7 MI E OF FM 1325 (Lat: 30.479914,  Lng: -97.676067),  Route carried "on" structure: Ramp State highway 45,  Year Built: 2006,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 28,040 (year 2033),  Design Load: HS 20,  Features Intersected: SH 45 & IH 35
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 33.793,  Lanes on structure: 1,  Lanes under structure: 22,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 77.4m (253.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 142460068306042,  Location: 0.7 MI E OF FM 1325 (Lat: 30.479372,  Lng: -97.682600),  Route carried "on" structure: Ramp Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 63.67m (208.89ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,940 (year 2033),  Design Load: HS 20,  Features Intersected: SH 45 EB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.156,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 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: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068306043,  Location: 0.7 MI E OF FM 1325 (Lat: 30.482039,  Lng: -97.665219),  Route carried "on" structure: Ramp Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 134.54m (441.40ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 28,040 (year 2033),  Design Load: HS 20,  Features Intersected: SH 45 WB FR & ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.854,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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

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Structure Number: 142460068306044,  Location: 0.80 MI E OF IH 35 (Lat: 30.482444,  Lng: -97.660828),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 37.89m (124.31ft),  Average Daily Traffic: 25,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,721 (year 2033),  Design Load: HS 20,  Features Intersected: GREENLAWN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.275,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  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: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 142460068306045,  Location: 0.80 MI E OF IH 35 (Lat: 30.483650,  Lng: -97.657842),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 37.89m (124.31ft),  Average Daily Traffic: 25,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,721 (year 2033),  Design Load: HS 20,  Features Intersected: GREENLAWN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.275,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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 desirable 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: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068306046,  Location: 1.10 MI E OF FM 1325 (Lat: 30.481164,  Lng: -97.669428),  Route carried "on" structure: Ramp Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,000 (year 2033),  Design Load: HS 20,  Features Intersected: SH 45 ROW
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 34.434,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068306047,  Location: 1.10 MI E OF FM 1325 (Lat: 30.480408,  Lng: -97.670844),  Route carried "on" structure: Ramp Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 29.11m (95.51ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,000 (year 2033),  Design Load: HS 20,  Features Intersected: SH 45 ROW
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 34.289,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  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: 8,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068306069,  Location: 1.4 MI E OF IH 35 (Lat: 30.484289,  Lng: -97.653308),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 38.80m (127.30ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 25,615 (year 2033),  Design Load: HS 20,  Features Intersected: CR 170( AW GRIMES BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.024,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  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: 11,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 14246006830607,  Location: 1.4 MI E OF IH 35 (Lat: 30.485886,  Lng: -97.649653),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 38.80m (127.30ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 25,615 (year 2033),  Design Load: HS 20,  Features Intersected: AW GRIMES BLVD (CR 170)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.024,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  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: 11,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 142460068306071,  Location: 2.75 MI E OF IH 35 (Lat: 30.487978,  Lng: -97.629339),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 42,190 (year 2033),  Design Load: HS 20,  Features Intersected: ARTERIAL A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.397,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 142460068306072,  Location: 2.75 MI E OF IH 35 (Lat: 30.488383,  Lng: -97.628483),  Route carried "on" structure: Other road 45,  Year Built: 2006,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 42,190 (year 2033),  Design Load: HS 20,  Features Intersected: ARTERIAL A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.397,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 14246006830649,  Location: 1.4 MI E OF IH 35 (Lat: 30.484461,  Lng: -97.652075),  Route carried "on" structure: ServiceState highway 45,  Year Built: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 23,908 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,471 (year 2038),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.344,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 142460068306491,  Location: 1.4 MI E OF IH 35 (Lat: 30.485383,  Lng: -97.652172),  Route carried "on" structure: ServiceState highway 45,  Year Built: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 23,217 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,902 (year 2038),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 142460137802026,  Location: 0.35 MI E OF SAM BASS RD (Lat: 30.546383,  Lng: -97.752467),  Route carried "on" structure: State highway 1431,  Year Built: 1986,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 40,830 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 57,170 (year 2033),  Design Load: HS 20,  Features Intersected: HONEY BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.831,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 24.8m (81.4ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460137802027,  Location: 0.3 MI W OF IH 35 (Lat: 30.558119,  Lng: -97.699036),  Route carried "on" structure: State highway 1431,  Year Built: 1986,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 27,219 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,465 (year 2039),  Design Load: HS 20,  Features Intersected: GEORGETOWN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.118,  Lanes on structure: 4,  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: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460137802028,  Location: 0.2 MI W OF IH 35 (Lat: 30.558181,  Lng: -97.694906),  Route carried "on" structure: State highway 1431,  Year Built: 1986,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 27,219 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,465 (year 2039),  Design Load: HS 20,  Features Intersected: CHANDLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.526,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Very 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: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460137806019,  Location: 0.4 MI W OF IH 35 (Lat: 30.534844,  Lng: -97.699281),  Route carried "on" structure: State highway 3406,  Year Built: 1981,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 14,670 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,538 (year 2040),  Design Load: HS 20,  Features Intersected: GEORGETOWN RR CO OP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.903,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  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: 22.9m (75.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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 replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14246013780603,  Location: 0.5 MI W OF IH 35 (Lat: 30.534958,  Lng: -97.698983),  Route carried "on" structure: State highway 3406,  Year Built: 1980,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,649 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,890 (year 2033),  Design Load: HS 20,  Features Intersected: ONION BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.651,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000

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Structure Number: 142460221102244,  Location: 0.05 MI S OF UNIVERSITY (Lat: 30.572117,  Lng: -97.650181),  Route carried "on" structure: State highway 1460,  Year Built: 2011,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 12,379 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,500 (year 2039),  Design Load: HS 20,  Features Intersected: SOUTH FORK STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.266,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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 48 months,  Inspection Date: March 2021

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Structure Number: 14246022110225,  Location: 1.3 MI N OF US 79 (Lat: 30.535972,  Lng: -97.651928),  Route carried "on" structure: State highway 1460,  Year Built: 2010,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,556 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,906 (year 2039),  Design Load: HS 20,  Features Intersected: CHANDLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 142460AA0109002,  Location: 0.4 MI E OF CR 110 (Lat: 30.562089,  Lng: -97.599250),  Route carried "on" structure: County highway 109,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,764 (year 2015),  Average Future Daily Traffic: 240 (year 2030),  Design Load: HL 93,  Features Intersected: DRAW,  Facility Carried by Structure: LIMMER LP (CR 102)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.187,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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 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: December 2021

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Structure Number: 142460AA0463001,  Location: 0.2 MI N OF ASPEN TRAIL (Lat: 30.500997,  Lng: -97.608128),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2031),  Features Intersected: DRAW,  Facility Carried by Structure: SILVER TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA0498502,  Location: 0.18 MI N of US 79 (Lat: 30.536336,  Lng: -97.601244),  Route carried "on" structure: County highway 110,  Year Built: 2018,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 2,680 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,100 (year 2035),  Design Load: HL 93,  Features Intersected: McNutt Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 14.3m (46.9ft)

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: 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

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Structure Number: 142460AA0531001,  Location: 0.60 MI SW OF CR 110 (Lat: 30.553394,  Lng: -97.609492),  Route carried "on" structure: County highway 122,  Year Built: 2003,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,050 (year 2010),  Average Future Daily Traffic: 1,890 (year 2030),  Features Intersected: MCNUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA0532001,  Location: 1.45 MI E OF FM 1460 (Lat: 30.565867,  Lng: -97.622308),  Route carried "on" structure: County highway 112,  Year Built: 2008,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,011 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2030),  Design Load: HL 93,  Features Intersected: NORTH FORK MCNUTT CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  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 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 142460AA0533002,  Location: 1.0 MI E OF IH 35 (Lat: 30.562692,  Lng: -97.676847),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 28,580 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,500 (year 2030),  Features Intersected: DRAW,  Facility Carried by Structure: UNIVERSITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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

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Structure Number: 142460AA0535102,  Location: 0.15 MI E OF VIZCAYA PKWY (Lat: 30.580561,  Lng: -97.638150),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,250 (year 2020),  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: McNutt Creek,  Facility Carried by Structure: Caruso Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very 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: Equal to present desirable 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA0535501,  Location: 0.8 MI E OF FM 1460 (Lat: 30.592197,  Lng: -97.643786),  Route carried "on" structure: County highway 111,  Year Built: 2015,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,497 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2035),  Design Load: HL 93,  Features Intersected: N FORK MCNUTT CR,  Facility Carried by Structure: WESTINGHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Good,  Culverts: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA0856002,  Location: 2.05 MI W OF IH 35 (Lat: 30.522678,  Lng: -97.714414),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 5,529 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,200 (year 2035),  Design Load: HS 20,  Features Intersected: BRUSHY CREEK,  Facility Carried by Structure: CR174(HAIRY MAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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