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

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Structure Number: 142460044001004,  Location: 0.30 MI W OF SH 195 (Lat: 30.851964,  Lng: -97.805611),  Route carried "on" structure: State highway 138,  Year Built: 1923,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,170 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,299 (year 2039),  Features Intersected: S SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 14.4m (47.2ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  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: 142460044001005,  Location: 0.2 MI S OF FM 970 (Lat: 30.833436,  Lng: -97.789972),  Route carried "on" structure: Business State highway 195,  Year Built: 1926,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 11,410 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,970 (year 2033),  Design Load: H 15,  Features Intersected: S SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.620,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460044001006,  Location: 0.85 MI SE OF FM 970 (Lat: 30.824875,  Lng: -97.783144),  Route carried "on" structure: Business State highway 195,  Year Built: 1926,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,410 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,970 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.801,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 28.7m (94.2ft)

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

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Structure Number: 142460044001238,  Location: INT OF SH 138/SH 195 (Lat: 30.855556,  Lng: -97.793611),  Route carried "on" structure: State highway 138,  Year Built: 2014,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 1,978 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20,  Features Intersected: SH 195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.213,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 142460044001239,  Location: AT FM 487 INTERSECTION (Lat: 30.843525,  Lng: -97.785486),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,485 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: FM 487
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.635,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  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: 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: Better than present minimum 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

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Structure Number: 14246004400124,  Location: AT FM 487 INTERSECTION (Lat: 30.844167,  Lng: -97.786389),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: FM 487
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.635,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  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: 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: Better than present minimum 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

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Structure Number: 142460044001242,  Location: 1.4 MI SE OF FM 970 (Lat: 30.817283,  Lng: -97.777472),  Route carried "on" structure: State highway 195,  Year Built: 2013,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10,300 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.735,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: 23.2m (76.1ft),  Out-to-Out Width: 59.1m (193.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460044001243,  Location: 1.9 MI SE OF FM 970 (Lat: 30.810939,  Lng: -97.772981),  Route carried "on" structure: State highway 195,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,300 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.552,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460044001244,  Location: 1.2 MI S OF FM 487 (Lat: 30.822717,  Lng: -97.780808),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 53.31m (174.90ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.727,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Equal to present minimum criteria,  Underclear: Equal 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

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Structure Number: 142460044001245,  Location: 1.2 MI S OF FM 487 (Lat: 30.827647,  Lng: -97.781836),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 52.79m (173.20ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.727,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 142460044001246,  Location: 0.02 MI E OF SH 195 BUS (Lat: 30.827261,  Lng: -97.784367),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 1,654 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 500 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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: 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 Cast-file-Place

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Structure Number: 14246004400127,  Location: 2.7 MI SE OF FM 970 (Lat: 30.801892,  Lng: -97.768689),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,600 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,700 (year 2035),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.724,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 58.5m (191.9ft)

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,  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: 142460083601008,  Location: 0.94 MI N OF SH 138 (Lat: 30.869081,  Lng: -97.795561),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 10,586 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HS 20,  Features Intersected: CR 228
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 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: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 142460083601094,  Location: 1.4 MI N OF SH138 (Lat: 30.875439,  Lng: -97.797889),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 10,586 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2027),  Design Load: HS 20,  Features Intersected: SH 195 CONNECTOR A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 142460083601095,  Location: 1.4 MI N OF SH 138 (Lat: 30.875439,  Lng: -97.797889),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 10,284 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HS 20,  Features Intersected: SH 195 CONNECTOR A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 142460083601096,  Location: 0.94 MI N OF SH 138 (Lat: 30.868919,  Lng: -97.795861),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,284 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HS 20,  Features Intersected: CR 228
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 39 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: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 142460083601097,  Location: 1.9 MI N OF SH 138 (Lat: 30.878672,  Lng: -97.798728),  Route carried "on" structure: State highway 195,  Year Built: 2013,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 20,871 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HL 93,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.028,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 142460083601098,  Location: 0.9 MI N OF SH 138 (Lat: 30.872136,  Lng: -97.796181),  Route carried "on" structure: State highway 195,  Year Built: 2015,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,871 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,330 (year 2027),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460083601099,  Location: 1.65 MI N OF SH 138 (Lat: 30.878531,  Lng: -97.797511),  Route carried "on" structure: State highway 195,  Year Built: 2014,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 20,871 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,500 (year 2034),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.689,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 142460120101014,  Location: 0.05 MI SW OF SH 195 (Lat: 30.834906,  Lng: -97.791744),  Route carried "on" structure: State highway 970,  Year Built: 1961,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,416 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,400 (year 2033),  Design Load: H 15,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 142460120101015,  Location: 4.85 MI NE OF US 183 (Lat: 30.810750,  Lng: -97.825900),  Route carried "on" structure: State highway 970,  Year Built: 1962,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 883 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,051 (year 2039),  Design Load: H 15,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.866,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460120101253,  Location: 2.65 MI SW OF SH 195 BUS (Lat: 30.813236,  Lng: -97.817683),  Route carried "on" structure: State highway 970,  Year Built: 1950,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 883 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,051 (year 2039),  Design Load: H 15,  Features Intersected: TRIB OF BERRY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 142460120102008,  Location: 0.30 MI E OF SH 195 (Lat: 30.842717,  Lng: -97.789478),  Route carried "on" structure: State highway 487,  Year Built: 1955,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,790 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,722 (year 2039),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.544,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.4m (53.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460120102247,  Location: 0.1 Mi E of SH 195 (Lat: 30.844261,  Lng: -97.784403),  Route carried "on" structure: State highway 487,  Year Built: 2013,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,790 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,040 (year 2030),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.027,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 142460287002005,  Location: 0.20 MI N OF FM 487 (Lat: 30.853731,  Lng: -97.744636),  Route carried "on" structure: State highway 2843,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,460 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,185 (year 2039),  Design Load: HS 20,  Features Intersected: N SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 142460287002006,  Location: 0.90 MI N OF FM 487 (Lat: 30.862717,  Lng: -97.741869),  Route carried "on" structure: State highway 2843,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,460 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,185 (year 2039),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142460AA0133002,  Location: 2.0 MI W OF FM 970 (Lat: 30.822675,  Lng: -97.841881),  Route carried "on" structure: County highway 219,  Year Built: 1990,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 300 (year 2010),  Average Future Daily Traffic: 420 (year 2030),  Design Load: HS 20,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 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: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.0 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 minimum criteria,  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: 142460AA0144001,  Location: 0.20 MI E OF SH 195 (Lat: 30.820817,  Lng: -97.775089),  Route carried "on" structure: County highway 233,  Year Built: 1989,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 138 (year 2020),  Average Future Daily Traffic: 365 (year 2030),  Features Intersected: SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 8.9m (29.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 142460AA0195001,  Location: 0.20 MI N OF FM 487 (Lat: 30.846747,  Lng: -97.786214),  Route carried "on" structure: County highway 195,  Year Built: 2013,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 160 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2030),  Design Load: HL 93,  Features Intersected: DRAINAGE,  Facility Carried by Structure: CR 229
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 142460AA0195002,  Location: 1.1 MI S OF FM 487 (Lat: 30.829364,  Lng: -97.780689),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 100 (year 2036),  Design Load: HL 93,  Features Intersected: DRAINAGE,  Facility Carried by Structure: HAYDON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 142460044001238,  Location: INT OF SH 138/SH 195 (Lat: 30.855556,  Lng: -97.793611),  Route carried "under" structure: State highway 195,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 2012),  Truck Traffic: 10%,  Features Intersected: SH 195,  Facility Carried by Structure: SH 138
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 32.123,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 142460044001239,  Location: AT FM 487 INTERSECTION (Lat: 30.843525,  Lng: -97.785486),  Route carried "under" structure: State highway 487,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 12%,  Features Intersected: FM 487,  Facility Carried by Structure: SH 195 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.164,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 14246004400124,  Location: AT FM 487 INTERSECTION (Lat: 30.844167,  Lng: -1000.677775),  Route carried "under" structure: State highway 487,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 12%,  Features Intersected: FM 487,  Facility Carried by Structure: SH 195 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 17.164,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 142460044001244,  Location: 1.2 MI S OF FM 487 (Lat: 30.822717,  Lng: -97.780808),  Route carried "under" structure: Bypass State highway 195,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 12%,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 35.727,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 142460044001245,  Location: 1.2 MI S OF FM 487 (Lat: 30.827647,  Lng: -97.781836),  Route carried "under" structure: Bypass State highway 195,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 12%,  Features Intersected: SOUTH SALADO CREEK
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 35.727,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 142460083601008,  Location: 0.94 MI N OF SH 138 (Lat: 30.869081,  Lng: -97.795561),  Route carried "under" structure: County highway 228,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2019),  Truck Traffic: 3%,  Features Intersected: CR 228,  Facility Carried by Structure: SH 195 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 142460083601094,  Location: 1.4 MI N OF SH138 (Lat: 30.875439,  Lng: -97.797889),  Route carried "under" structure: Ramp Other road 195,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: SH 195 CONN A
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 142460083601095,  Location: 1.4 MI N OF SH 138 (Lat: 30.875439,  Lng: -97.797889),  Route carried "under" structure: Ramp Other road 195,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: SH 195 CONN A
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 142460083601096,  Location: 0.94 MI N OF SH 138 (Lat: 30.868919,  Lng: -97.795861),  Route carried "under" structure: County highway 228,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2019),  Truck Traffic: 3%,  Features Intersected: CR 228,  Facility Carried by Structure: SH 195 SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)