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

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Structure Number: 150150001607024,  Location: 0.65 MI S OF LOOP 1604 (Lat: 29.560647,  Lng: -98.341144),  Route carried "on" structure: Interstate 35,  Year Built: 1934,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 112,643 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,530 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.714,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 150150001607157,  Location: 0.73 MI SO OF SH 218 (Lat: 29.555803,  Lng: -98.346583),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1984,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 470 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 660 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.943,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607158,  Location: 0.83 MI S OF SH 218 (Lat: 29.555067,  Lng: -98.348247),  Route carried "on" structure: Interstate 35,  Year Built: 1984,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 68,001 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 125,260 (year 2033),  Design Load: HS 20,  Features Intersected: TOEPPERWEIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.723,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607159,  Location: 0.83 MI S OF SH 218 (Lat: 29.555150,  Lng: -98.348294),  Route carried "on" structure: Interstate 35,  Year Built: 1984,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 58,935 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 125,260 (year 2033),  Design Load: HS 20,  Features Intersected: TOEPPERWEIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.723,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 150150001607166,  Location: IH 35/LP 1604 INTER (Lat: 29.568122,  Lng: -98.332911),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1986,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 26,770 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,480 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.497,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 150150001607167,  Location: IH 35/LP 1604 INTER (Lat: 29.567969,  Lng: -98.333081),  Route carried "on" structure: State highway 1604,  Year Built: 1986,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 36,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,650 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.497,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

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

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Structure Number: 150150001607168,  Location: IH35/LP 1604 INTER (Lat: 29.567894,  Lng: -98.333156),  Route carried "on" structure: State highway 1604,  Year Built: 1986,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 36,180 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,650 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.497,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001607169,  Location: O.10 MI S OF LOOP 1604 (Lat: 29.566889,  Lng: -98.334342),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1986,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 39,950 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,100 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.439,  Lanes on structure: 1,  Lanes under structure: 8,  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: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15015000160717,  Location: 0.34 MI S OF LP 1604 (Lat: 29.563436,  Lng: -98.337872),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,130 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,420 (year 2031),  Design Load: HS 20,  Features Intersected: SH 218
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.137,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001607171,  Location: 0.50 MI S OF LOOP 1604 (Lat: 29.563450,  Lng: -98.338200),  Route carried "on" structure: Interstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 68,001 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 125,260 (year 2033),  Design Load: HS 20,  Features Intersected: SH 218
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.087,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607172,  Location: 0.50 MI S OF LOOP 1604 (Lat: 29.563442,  Lng: -98.338333),  Route carried "on" structure: Interstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 58,935 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 125,260 (year 2033),  Design Load: HS 20,  Features Intersected: SH 218
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.001,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607173,  Location: 0.7 MI S OF LP 1604 (Lat: 29.561150,  Lng: -98.340928),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 19.32m (63.39ft),  Average Daily Traffic: 2,530 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35,  Facility Carried by Structure: SHIN OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001607178,  Location: 0.1 MI SE OF IH 35 NB FR (Lat: 29.561969,  Lng: -98.341656),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,770 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,680 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SHIN OAK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.713,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 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: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 15015000160718,  Location: IH 35/LP 1604 INTER (Lat: 29.567742,  Lng: -98.333322),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1986,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 23,230 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,780 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.497,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 150150001607181,  Location: 0.15 MI NW OF IH 35 (Lat: 29.570153,  Lng: -98.334569),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1987,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 12,100 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,940 (year 2033),  Design Load: HS 20,  Features Intersected: RANDOLPH BROOKS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.627,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 19.9m (65.3ft)

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

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Structure Number: 150150001607441,  Location: 0.1 MI NE OF LP 1604 (Lat: 29.569044,  Lng: -98.331414),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 17,500 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,000 (year 2034),  Design Load: HL 93,  Features Intersected: IH 35 NB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 150150245203023,  Location: 0.9 Mi NW of IH 35 (Lat: 29.577497,  Lng: -98.342211),  Route carried "on" structure: State highway 1604,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 98,587 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 119,840 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.971,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 150150245203065,  Location: 0.2 Mi NW of IH 35 (Lat: 29.569819,  Lng: -98.335036),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 56,055 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,920 (year 2033),  Design Load: HS 20,  Features Intersected: Point NE Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.198,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203066,  Location: 0.2 Mi NW of IH 35 (Lat: 29.569625,  Lng: -98.335314),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 8,560 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,980 (year 2033),  Design Load: HS 20,  Features Intersected: Point NE Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.165,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203067,  Location: 0.1 Mi SE of IH 35 (Lat: 29.566808,  Lng: -98.331725),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,230 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,130 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604 LP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203068,  Location: 0.1 Mi SE of IH 35 (Lat: 29.566711,  Lng: -98.332122),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 22,002 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,650 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604 LP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.671,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

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

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Structure Number: 150150245203069,  Location: 0.1 Mi SE of IH 35 (Lat: 29.566656,  Lng: -98.332239),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,230 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,130 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604 LP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203071,  Location: 0.2 Mi NW of IH 35 (Lat: 29.569761,  Lng: -98.335125),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 57,656 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,920 (year 2033),  Design Load: HS 20,  Features Intersected: Point NE Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.198,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203072,  Location: 0.1 Mi SE of IH 35 (Lat: 29.566744,  Lng: -98.331844),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 20,697 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,650 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604 LP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.658,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15015024520321,  Location: 0.9 Mi NW of IH 35 (Lat: 29.578261,  Lng: -98.342408),  Route carried "on" structure: State highway 1604,  Year Built: 1988,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 56,055 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,890 (year 2033),  Design Load: HS 20,  Features Intersected: Lookout Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.950,  Lanes on structure: 2,  Lanes under structure: 4,  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: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203212,  Location: 0.70 Mi NW of IH 35 (Lat: 29.576653,  Lng: -98.341764),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1988,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,616 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,570 (year 2033),  Design Load: HS 20,  Features Intersected: On Ramp R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.968,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150B20860003,  Location: 2.1 MI SW OF COUNTY LINE (Lat: 29.579342,  Lng: -98.340944),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,230 (year 2011),  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: DRAW,  Facility Carried by Structure: LOOKOUT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: 150150G00005001,  Location: 0.02 MI S OF VILLAGE OAK (Lat: 29.552333,  Lng: -98.343608),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 523 (year 2020),  Average Future Daily Traffic: 750 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: WILDERNESS TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.5m (31.2ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: May 2021,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150G00020001,  Location: 0.03 MI E OF OLD SPANISH (Lat: 29.553281,  Lng: -98.332700),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,020 (year 2020),  Average Future Daily Traffic: 4,500 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: SHIN OAK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.5m (47.6ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150G00025001,  Location: 0.15 MI S OF VILLAGE OAK (Lat: 29.554089,  Lng: -98.335917),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 940 (year 2013),  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: WELCOME DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.5m (34.4ft)

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

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Structure Number: 150150G00050001,  Location: 0.65 MI E OF TOEPPERWEIN (Lat: 29.556408,  Lng: -98.336611),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,390 (year 2013),  Average Future Daily Traffic: 7,500 (year 2033),  Features Intersected: SALITRILLO CREEK,  Facility Carried by Structure: VILLAGE OAK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.5m (47.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150G00065001,  Location: 0.05 MI S OF VILLAGE OAK (Lat: 29.552953,  Lng: -98.340950),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 244 (year 2020),  Average Future Daily Traffic: 350 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: NORTHLEDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.6m (31.5ft)

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

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Structure Number: 150150G00080001,  Location: 0.15 MI S OF VILLAGE OAK (Lat: 29.553197,  Lng: -98.337903),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 428 (year 2020),  Average Future Daily Traffic: 950 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: LONE SHADOW TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.9m (35.8ft)

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

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Structure Number: 150150G00085001,  Location: 0.03 MI SW OF SHIN OAK (Lat: 29.559814,  Lng: -98.339122),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 523 (year 2020),  Average Future Daily Traffic: 750 (year 2033),  Design Load: HS 20,  Features Intersected: SALITRILLO CREEK,  Facility Carried by Structure: GREYCLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.6m (31.5ft)

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

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Structure Number: 150150G00115001,  Location: 0.05 MI SW OF SHIN OAK (Lat: 29.553006,  Lng: -98.333419),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 2,032 (year 2020),  Average Future Daily Traffic: 4,500 (year 2033),  Features Intersected: SALITRILLO CREEK,  Facility Carried by Structure: OLD SPANISH TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150G00345001,  Location: 0.10 MI SE OF LOOKOUT RD (Lat: 29.568403,  Lng: -98.355489),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,434 (year 2020),  Average Future Daily Traffic: 20,000 (year 2031),  Features Intersected: DRAW,  Facility Carried by Structure: TOEPPERWEIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 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: 19.1m (62.7ft),  Out-to-Out Width: 34.0m (111.5ft)

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

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Structure Number: 150150001607157,  Location: 0.73 MI SO OF SH 218 (Lat: 29.555733,  Lng: -98.346894),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 18,470 (year 2011),  Truck Traffic: 15%,  Features Intersected: IH 35 NB ON RAMP
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 55.524,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 150150001607158,  Location: 0.83 MI S OF SH 218 (Lat: 29.555067,  Lng: -98.348247),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 12,450 (year 2011),  Features Intersected: TOEPPERWEIN RD,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.230,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607159,  Location: 0.83 MI S OF SH 218 (Lat: 29.555150,  Lng: -98.348294),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 12,450 (year 2011),  Truck Traffic: 2%,  Features Intersected: TOEPPERWEIN RD,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.550,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607166,  Location: IH 35/LP 1604 INTER (Lat: 29.568122,  Lng: -98.332911),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 91,330 (year 2011),  Truck Traffic: 16%,  Features Intersected: IH 35,  Facility Carried by Structure: LOOP 1604 WB FR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 61.828,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607167,  Location: IH 35/LP 1604 INTER (Lat: 29.567969,  Lng: -98.333081),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 91,330 (year 2011),  Truck Traffic: 16%,  Features Intersected: IH 35,  Facility Carried by Structure: LOOP 1604 WB ML
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 61.818,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607168,  Location: IH35/LP 1604 INTER (Lat: 29.567894,  Lng: -98.333156),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 91,330 (year 2011),  Truck Traffic: 16%,  Features Intersected: IH 35,  Facility Carried by Structure: LOOP 1604 EB ML
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 61.794,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607169,  Location: O.10 MI S OF LOOP 1604 (Lat: 29.566889,  Lng: -98.334342),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 60,530 (year 2013),  Truck Traffic: 14%,  Features Intersected: IH 35,  Facility Carried by Structure: LP1604 CONN (LP A)
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 61.627,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Structure Number: 15015000160717,  Location: 0.34 MI S OF LP 1604,  Route carried "under" structure: State highway 218,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 27,280 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 218,  Facility Carried by Structure: IH 35 NB COLL & FR
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.535,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: 150150001607171,  Location: 0.50 MI S OF LOOP 1604,  Route carried "under" structure: State highway 218,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 26,130 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 218,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.950,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: 150150001607172,  Location: 0.50 MI S OF LOOP 1604,  Route carried "under" structure: State highway 218,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 26,130 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 218,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.925,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 150150001607173,  Location: 0.7 MI S OF LP 1604 (Lat: 29.561150,  Lng: -98.340928),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 178,950 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35,  Facility Carried by Structure: SHIN OAK DRIVE
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 60.675,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 15015000160718,  Location: IH 35/LP 1604 INTER (Lat: 29.567742,  Lng: -98.333322),  Route carried "under" structure: Interstate 35,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 91,330 (year 2011),  Truck Traffic: 16%,  Features Intersected: IH 35,  Facility Carried by Structure: LOOP 1604 EB FR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 61.783,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001607181,  Location: 0.15 MI NW OF IH 35 (Lat: 29.570153,  Lng: -98.334569),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Features Intersected: RANDOLPH BROOKS PARKWAY,  Facility Carried by Structure: IH 35 CONN C
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.300,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 150150001607441,  Location: 0.1 MI NE OF LP 1604 (Lat: 29.569044,  Lng: -98.331414),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 9%,  Features Intersected: IH 35 NB ENTRANCE RAMP
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)