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

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Structure Number: 140280028602003,  Location: 0.7 MI W OF FM 1984 (Lat: 29.865314,  Lng: -97.880367),  Route carried "on" structure: State highway 80,  Year Built: 1930,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 17,440 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,410 (year 2033),  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.614,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 140280190101002,  Location: 2.0 MI NE OF SH 80 (Lat: 29.882567,  Lng: -97.842572),  Route carried "on" structure: State highway 1984,  Year Built: 1994,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 863 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 1,760 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 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: 140280190101003,  Location: 1.3 MI NE OF SH 80 (Lat: 29.876106,  Lng: -97.851281),  Route carried "on" structure: State highway 1984,  Year Built: 1994,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,830 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,610 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.232,  Lanes on structure: 2,  Owner: State 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: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: 141060001602006,  Location: 1.0 MI N OF LOOP 4 (Lat: 30.054950,  Lng: -97.835444),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1935,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,260 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,170 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.875,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: 10.3m (33.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001602037,  Location: 4.2 MI S OF RM 150 (Lat: 29.930903,  Lng: -97.888628),  Route carried "on" structure: Interstate 35,  Year Built: 1935,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 98,020 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 137,230 (year 2033),  Features Intersected: YARRINGTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.024,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 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: 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,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000

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Structure Number: 141060001602115,  Location: 3.6 MI S OF RM 150 (Lat: 29.936686,  Lng: -97.884981),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 12,930 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,100 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 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: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000

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Structure Number: 141060001602116,  Location: 4.8 MI S OF RM 150 (Lat: 29.915614,  Lng: -97.896031),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,930 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,100 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.188,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 141060001602117,  Location: 5.4 MI S OF RM 150 (Lat: 29.913081,  Lng: -97.896678),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,930 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,100 (year 2033),  Design Load: HS 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.898,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000

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Structure Number: 141060001602201,  Location: 1.6 MI N OF LP 82 (Lat: 29.913128,  Lng: -97.897936),  Route carried "on" structure: Interstate 35,  Year Built: 1935,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 22.74m (74.61ft),  Average Daily Traffic: 107,121 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 121,720 (year 2033),  Design Load: HS 20,  Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.684,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.7m (117.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.74m (74.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001602226,  Location: 0.5 MI S OF BLANCO RIVER (Lat: 29.904894,  Lng: -97.902336),  Route carried "on" structure: Interstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 107,121 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 129,190 (year 2032),  Design Load: HS 20,  Features Intersected: RIVER RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.857,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 141060001602231,  Location: 5.3 MI S OF RM 150 (Lat: 29.911614,  Lng: -97.898050),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 20,570 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 28,800 (year 2033),  Design Load: HS 20,  Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.684,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: 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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 141060001602232,  Location: 5.3 MI S OF RM 150 (Lat: 29.913106,  Lng: -97.898397),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 26.82m (87.99ft),  Average Daily Traffic: 5,870 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.684,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 14106000160245,  Location: 3.0 MI S OF FM 150 (Lat: 29.947022,  Lng: -97.880686),  Route carried "on" structure: County highway 159,  Year Built: 2015,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 2,230 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,998 (year 2031),  Design Load: HL 93,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.596,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 141060001602451,  Location: 3.1 MI S OF FM 150 (Lat: 29.946592,  Lng: -97.880217),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 600 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 800 (year 2035),  Design Load: HL 93,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.571,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 141060001602454,  Location: 3.6 MI N OF SH 80 (Lat: 29.927683,  Lng: -97.889997),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.244,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 8 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 141060001603033,  Location: 0.5 MI N OF MCCARTY RD (Lat: 29.845133,  Lng: -97.966122),  Route carried "on" structure: Interstate 35,  Year Built: 1935,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 117,230 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,050 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.772,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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,  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

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Structure Number: 141060001603071,  Location: 0.2 MI N OF FM 3407 (Lat: 29.859614,  Lng: -97.949961),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 131,260 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 135,800 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.007,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 57.3m (188.0ft),  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: 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: December 2020

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Structure Number: 141060001603074,  Location: 2.6 MI S OF FM 3407 (Lat: 29.830108,  Lng: -97.982914),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 117,230 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,050 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.448,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 34 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: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 141060001603121,  Location: 0.9 MI N OF SH 80 (Lat: 29.892975,  Lng: -97.912478),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 62,026 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,670 (year 2033),  Design Load: HS 20,  Features Intersected: LP 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.185,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 141060001603122,  Location: 0.9 MI N OF SH 80 (Lat: 29.892975,  Lng: -97.912339),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 57,108 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,670 (year 2033),  Design Load: HS 20,  Features Intersected: LP 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.185,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 141060001603123,  Location: 0.2 MI N OF SH 80 (Lat: 29.884925,  Lng: -97.919894),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 62,026 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,670 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.047,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603124,  Location: 0.2 MI N OF SH 80 (Lat: 29.884864,  Lng: -97.919789),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 51,766 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,670 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.047,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 141060001603125,  Location: 1.4 MI N OF SH 123 (Lat: 29.882725,  Lng: -97.921933),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 62,026 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 81,390 (year 2033),  Design Load: HS 20,  Features Intersected: SH 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.720,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 141060001603126,  Location: 1.4 MI N OF SH 123 (Lat: 29.882672,  Lng: -97.921856),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 51,766 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 81,390 (year 2033),  Design Load: HS 20,  Features Intersected: SH 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.720,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603128,  Location: 0.6 MI N OF SH 123 (Lat: 29.874619,  Lng: -97.931336),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,633 (year 2018),  Average Future Daily Traffic: 5,960 (year 2033),  Design Load: H 20,  Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.455,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14106000160313,  Location: 0.4 MI N OF SH 123 (Lat: 29.872428,  Lng: -97.934344),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,260 (year 2013),  Average Future Daily Traffic: 5,960 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOW SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.037,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603131,  Location: 1.4 MI S OF SH 80 (Lat: 29.869442,  Lng: -97.939050),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 81,753 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 67,900 (year 2033),  Design Load: HS 20,  Features Intersected: SH 123
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.488,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

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

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Structure Number: 141060001603132,  Location: 1.4 MI S OF SH 80 (Lat: 29.869319,  Lng: -97.939022),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 76,328 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 67,900 (year 2033),  Design Load: HS 20,  Features Intersected: SH 123
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.488,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

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

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Structure Number: 141060001603133,  Location: 0.6 MI N OF SH 123 (Lat: 29.875203,  Lng: -97.931844),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1941,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 8,494 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,520 (year 2033),  Design Load: H 15,  Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603134,  Location: 0.4 MI N OF SH 123 (Lat: 29.873064,  Lng: -97.934758),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1941,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 6,800 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,520 (year 2033),  Design Load: H 15,  Features Intersected: WILLOW SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.079,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603204,  Location: 1.2 MI S OF SH 123 (Lat: 29.856583,  Lng: -97.953294),  Route carried "on" structure: Interstate 35,  Year Built: 1996,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 117,230 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,050 (year 2033),  Design Load: HS 20,  Features Intersected: RM 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.579,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.0m (118.1ft)

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: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603205,  Location: 1.7 MI S OF RM 12 (Lat: 29.839331,  Lng: -97.972458),  Route carried "on" structure: Interstate 35,  Year Built: 1996,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 117,230 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,050 (year 2033),  Design Load: HS 20,  Features Intersected: FM 110 / MCCARTY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.938,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.0m (118.1ft)

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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001603212,  Location: 2.8 MI S OF FM 3407 (Lat: 29.827767,  Lng: -97.985514),  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 93,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 110,020 (year 2033),  Design Load: HS 20,  Features Intersected: CENTER POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.051,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.0m (118.1ft)

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: 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: Wearing Surface: Bituminous

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Structure Number: 141060001603227,  Location: 0.6 MI N OF SH 123 (Lat: 29.875497,  Lng: -97.931192),  Route carried "on" structure: Interstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 140,692 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 162,790 (year 2033),  Design Load: HS 20,  Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.444,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 141060001603229,  Location: 0.4 Mi N OF SH 123 (Lat: 29.872994,  Lng: -97.934647),  Route carried "on" structure: Interstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 140,692 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 162,790 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOW SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.076,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 37.7m (123.7ft)

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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 141060001603455,  Location: 3.8 MI S OF FM 3407 (Lat: 29.817214,  Lng: -97.997347),  Route carried "on" structure: Other road 35,  Year Built: 2020,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 93,000 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 128,300 (year 2036),  Design Load: HL 93,  Features Intersected: POSEY ROAD/ IH 35 T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.469,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 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: 33.8m (110.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14106000160904,  Location: 1.4 MI S OF IH 35 (Lat: 29.889025,  Lng: -97.934175),  Route carried "on" structure: State highway 82,  Year Built: 1930,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 18,225 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 11,040 (year 2033),  Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060001609442,  Location: 0.70 MI W OF IH 35 (Lat: 29.892206,  Lng: -97.926228),  Route carried "on" structure: State highway 82,  Year Built: 2018,  Status: Open,  Structure Length: 47.40m (155.51ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,000 (year 2038),  Design Load: HL 93,  Features Intersected: UPRR/POST RD/BOBCAT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal 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 Cast-file-Place

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Structure Number: 141060028503009,  Location: 3.0 MI W OF SH 80 (Lat: 29.914214,  Lng: -98.032050),  Route carried "on" structure: State highway 12,  Year Built: 1939,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,656 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,500 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.456,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

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

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Structure Number: 14106002850301,  Location: 5.8 MI W OF IH 35 (Lat: 29.910008,  Lng: -98.020439),  Route carried "on" structure: State highway 12,  Year Built: 2015,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 11,656 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,243 (year 2034),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.779,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 141060028601015,  Location: 0.9 MI W OF IH 35 (Lat: 29.883886,  Lng: -97.935408),  Route carried "on" structure: State highway 80,  Year Built: 1965,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 14,973 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,220 (year 2029),  Design Load: H 20,  Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.076,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060028601016,  Location: 0.7 MI E OF IH 35 (Lat: 29.879853,  Lng: -97.911119),  Route carried "on" structure: State highway 80,  Year Built: 1990,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 32,120 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,000 (year 2029),  Design Load: HS 20,  Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal 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