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

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Structure Number: AFTXMPLS00031,  Location: 0.1 MILES NORTH OF TRUEMP (Lat: 29.390267,  Lng: -98.616106),  Route carried "on" structure: Federal lands road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,000 (year 2016),  Average Future Daily Traffic: 3,600 (year 2036),  Design Load: HS 15,  Features Intersected: DRAINAGE,  Facility Carried by Structure: KENLY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Air Force,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: AFTXMPLS00032,  Location: 0.5 MILES FROM LUKE BOULE (Lat: 29.388558,  Lng: -98.620336),  Route carried "on" structure: Federal lands road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 250 (year 2016),  Average Future Daily Traffic: 300 (year 2036),  Design Load: HS 15,  Features Intersected: DRAINAGE,  Facility Carried by Structure: BONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS00033,  Location: 0.2 MILES SOUTH OF MOREY (Lat: 29.389181,  Lng: -98.587908),  Route carried "on" structure: Federal lands road ,  Year Built: 1955,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 2,500 (year 2016),  Average Future Daily Traffic: 3,000 (year 2036),  Design Load: HS 15,  Features Intersected: DRAINAGE,  Facility Carried by Structure: GROWDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS00102,  Location: 0.3 MILES FROM GATE ON RA (Lat: 29.373083,  Lng: -98.650889),  Route carried "on" structure: Federal lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 3,000 (year 2014),  Average Future Daily Traffic: 3,600 (year 2034),  Design Load: HS 20,  Features Intersected: APOLLO DRIVE,  Facility Carried by Structure: MEDINA BASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Air Force,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS00156,  Location: ENTER GATE ON RAY ELLISON (Lat: 29.374528,  Lng: -98.648306),  Route carried "on" structure: Federal lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 240 (year 2034),  Design Load: HS 20,  Features Intersected: HILL RISE ROAD,  Facility Carried by Structure: MEDINA BASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS0024,  Location: 0.7 MILES FROM GATE AT RA (Lat: 29.372083,  Lng: -98.658222),  Route carried "on" structure: Federal lands road ,  Year Built: 1954,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,000 (year 2014),  Average Future Daily Traffic: 6,000 (year 2034),  Design Load: HS 20,  Features Intersected: MEDIO CREEK,  Facility Carried by Structure: MEDINA BASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS00906,  Location: 0.5 MILES FROM INTERSECTI (Lat: 29.382556,  Lng: -98.596667),  Route carried "on" structure: Federal lands road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,560 (year 2014),  Average Future Daily Traffic: 5,472 (year 2034),  Design Load: HS 15,  Features Intersected: LEON CREEK,  Facility Carried by Structure: HALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2019,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS018,  Location: AT EAST EDGE OF STILLMAN (Lat: 29.387444,  Lng: -98.608639),  Route carried "on" structure: Federal lands road ,  Year Built: 1942,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,390 (year 2014),  Average Future Daily Traffic: 6,468 (year 2034),  Design Load: HS 15,  Features Intersected: LEON CREEK,  Facility Carried by Structure: KELLY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFTXMPLS02107,  Location: 1.25 MILES FROM VALLEY HI (Lat: 29.387583,  Lng: -98.620917),  Route carried "on" structure: Federal lands road ,  Year Built: 1994,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 32,000 (year 2014),  Average Future Daily Traffic: 38,400 (year 2034),  Design Load: HS 20,  Features Intersected: LOOP 13,  Facility Carried by Structure: TRUEMPER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: Air Force,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFTXMPLS10302,  Location: AT INTERSECTION WITH CHAP (Lat: 29.387194,  Lng: -98.600306),  Route carried "on" structure: Federal lands road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,020 (year 2014),  Average Future Daily Traffic: 6,024 (year 2034),  Design Load: HS 15,  Features Intersected: DRAW,  Facility Carried by Structure: KELLY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCRIV00003B,  Location: ELLIOTT LAKE SPILLWAY (Lat: 33.380250,  Lng: -94.262219),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 120 (year 2042),  Design Load: HS 20,  Features Intersected: ELLIOTT LAKE,  Facility Carried by Structure: LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.36m (11.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: DAPAMCSTA000002,  Location: NEAR BLDG 200 (Lat: 29.708761,  Lng: -98.622000),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 300 (year 2043),  Features Intersected: SALADO CREEK,  Facility Carried by Structure: BUTLER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCSTA0000C3,  Location: BTN RD NO H-18 & G-16 (Lat: 29.700381,  Lng: -98.622831),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 300 (year 2043),  Features Intersected: TRIB TO SALADO CREEK,  Facility Carried by Structure: BUTLER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPAMCSTA0000C8,  Location: NEAR HUNTING RD 14 (Lat: 29.677131,  Lng: -98.627731),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 300 (year 2043),  Features Intersected: STORM DRAINAGE,  Facility Carried by Structure: SOUTH OUTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPAMCSTA0000P5,  Location: BTW BUTLER DR & MOYER RD (Lat: 29.710961,  Lng: -98.617361),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 300 (year 2043),  Features Intersected: STORM DRAINAGE,  Facility Carried by Structure: EAST OUTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPAMCSTA000P1,  Location: 25 MI S OF E PASTURE GATE (Lat: 29.690350,  Lng: -98.610039),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 25 (year 2043),  Features Intersected: SALADO CREEK,  Facility Carried by Structure: EAST OUTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.73m (15.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: DAPAMCSTA000P12,  Location: OUTSIDE EAST GATE (Lat: 29.691311,  Lng: -98.606950),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 25 (year 2043),  Features Intersected: TRIB SALADO CREEK,  Facility Carried by Structure: RD OUTSIDE E GATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.42m (11.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

Structure Number: 150150001607155,  Location: 3.77 MI S OF SH 218,  Route carried "under" structure: City street 306,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 35,840 (year 2010),  Features Intersected: STARLIGHT TERRACE,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.048,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Structure Number: 150150001607156,  Location: 3.77 MI S OF SH 218,  Route carried "under" structure: City street 2705,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 35,840 (year 2010),  Features Intersected: STARLIGHT TERRACE,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.048,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 150150001607161,  Location: 2.05 MI S OF SH 218 (Lat: 29.552142,  Lng: -98.355331),  Route carried "under" structure: Interstate 35,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 178,950 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 ML,  Facility Carried by Structure: JUDSON RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 58.991,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 150150001607162,  Location: 2.24 MI S OF SH 218 (Lat: 29.545575,  Lng: -98.368919),  Route carried "under" structure: Interstate 35,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 178,950 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 ML,  Facility Carried by Structure: O'CONNOR RD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 58.286,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 150150001607163,  Location: 2.98 MI S OF SH 218 (Lat: 29.539786,  Lng: -98.379228),  Route carried "under" structure: City street 6405,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,530 (year 2010),  Features Intersected: WEIDNER RD,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 150150001607164,  Location: 2.98 MI S OF SH 218 (Lat: 29.539894,  Lng: -98.379228),  Route carried "under" structure: City street 6405,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,530 (year 2010),  Features Intersected: WEIDNER RD,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 4.023,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 150150001608027,  Location: 0.60 MI NE OF EISENHAUER (Lat: 29.500183,  Lng: -98.421372),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 1,960 (year 2010),  Truck Traffic: 1%,  Features Intersected: SALADO CRK & IRA LEE RD,  Facility Carried by Structure: SL368 (AUSTIN HWY)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.157,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 150150001608426,  Location: 2.9 MI SW OF IH 410 (Lat: 29.493625,  Lng: -98.433694),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2011),  Features Intersected: HARRY WURZBACH RD,  Facility Carried by Structure: LP368 (AUSTIN HWY)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.989,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 150150001702269,  Location: 0.80 MI S OF IH 410 (Lat: 29.310197,  Lng: -98.616481),  Route carried "under" structure: Interstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 41,690 (year 2013),  Truck Traffic: 20%,  Features Intersected: IH 35,  Facility Carried by Structure: FISCHER RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 19.103,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 150150001702304,  Location: 5.75 MI S OF LP 13 (Lat: 29.317189,  Lng: -98.608400),  Route carried "under" structure: Interstate 410,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 49,160 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 410,  Facility Carried by Structure: IH 35 SBFR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 150150001702305,  Location: 5.75 MI S OF LP 13 (Lat: 29.317142,  Lng: -98.608253),  Route carried "under" structure: Interstate 410,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 49,160 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 410,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.813,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 150150001702306,  Location: 5.75 MI S OF LP 13 (Lat: 29.316414,  Lng: -98.608614),  Route carried "under" structure: Interstate 410,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,780 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 410,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 85.432,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 150150001702307,  Location: 5.75 MI S OF LP 13 (Lat: 29.316372,  Lng: -98.608458),  Route carried "under" structure: Interstate 410,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,780 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 410,  Facility Carried by Structure: IH 35 NBFR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 85.413,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 150150001702385,  Location: 0.7 MI SW OF IH 410 (Lat: 29.310069,  Lng: -98.616503),  Route carried "under" structure: Interstate 35,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 41,690 (year 2013),  Truck Traffic: 20%,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 19.093,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 150150001709108,  Location: 1.80 MI SW OF LP 13 (Lat: 29.343614,  Lng: -98.551028),  Route carried "under" structure: State highway 422,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 22,340 (year 2013),  Truck Traffic: 8%,  Features Intersected: SPUR 422,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.988,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709109,  Location: 1.80 MI SW OF LP 13 (Lat: 29.341961,  Lng: -98.550714),  Route carried "under" structure: State highway 422,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 22,340 (year 2013),  Truck Traffic: 8%,  Features Intersected: SPUR 422,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.179,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 15015000170911,  Location: 1.90 MI SW OF LP 13 (Lat: 29.341639,  Lng: -98.553206),  Route carried "under" structure: Ramp State highway 422,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2012),  Features Intersected: IH 35 SP 422 INTCHG ROW,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 150150001709111,  Location: 1.70 MI NE OF IH 410 (Lat: 29.329653,  Lng: -98.585378),  Route carried "under" structure: City street 59,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,470 (year 2012),  Truck Traffic: 1%,  Features Intersected: LEON CREEK / CASSIN RD,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.067,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 150150001709112,  Location: 1.70 MI NE OF IH 410 (Lat: 29.329403,  Lng: -98.585278),  Route carried "under" structure: City street 59,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,470 (year 2012),  Truck Traffic: 1%,  Features Intersected: LEON CREEK / CASSIN RD,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.086,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 150150001709114,  Location: 0.6 MI NE OF IH 410 (Lat: 29.323036,  Lng: -98.601161),  Route carried "under" structure: Ramp State highway 353,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,940 (year 2012),  Truck Traffic: 7%,  Features Intersected: SPUR 353 NB CONN,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 42.696,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 15015000170912,  Location: 0.40 MI S OF US 90 (Lat: 29.387639,  Lng: -98.511978),  Route carried "under" structure: City street 340,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 2%,  Features Intersected: THEO & MALONE AVE,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 2.033,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 150150001709121,  Location: 0.40 MI S OF US 90 (Lat: 29.387686,  Lng: -98.512206),  Route carried "under" structure: City street 340,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 2%,  Features Intersected: THEO & MALONE AVE,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.013,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Structure Number: 150150001709125,  Location: 0.9 MI S OF US 90,  Route carried "under" structure: City street 96,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,290 (year 2012),  Truck Traffic: 1%,  Features Intersected: DIVISION AVE,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.630,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Structure Number: 150150001709126,  Location: 0.9 MI S OF US 90,  Route carried "under" structure: City street 96,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,290 (year 2012),  Truck Traffic: 1%,  Features Intersected: DIVISION AVE,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.650,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 150150001709127,  Location: 1.7 MI S OF US 90 (Lat: 29.368725,  Lng: -98.518250),  Route carried "under" structure: City street 321,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,710 (year 2012),  Truck Traffic: 1%,  Features Intersected: SOUTHCROSS BLVD,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.973,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709128,  Location: 1.7 MI S OF US 90 (Lat: 29.368214,  Lng: -98.518256),  Route carried "under" structure: City street 321,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,710 (year 2012),  Truck Traffic: 1%,  Features Intersected: SOUTHCROSS BLVD,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.985,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709136,  Location: 0.65 MI S OF LP 13 (Lat: 29.350483,  Lng: -98.534214),  Route carried "under" structure: City street 383,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 23,720 (year 2012),  Truck Traffic: 2%,  Features Intersected: ZARZAMORA BLVD,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 12.400,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709137,  Location: 0.65 MI S OF LP 13 (Lat: 29.350372,  Lng: -98.534214),  Route carried "under" structure: City street 383,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 23,720 (year 2012),  Truck Traffic: 2%,  Features Intersected: ZARZAMORA BLVD,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 12.416,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709138,  Location: 2.80 MI S OF LP 13 (Lat: 29.337778,  Lng: -98.565636),  Route carried "under" structure: City street 320,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,600 (year 2012),  Truck Traffic: 1%,  Features Intersected: SOMERSET RD,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 5.222,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 150150001709139,  Location: 2.80 MI S OF LP 13 (Lat: 29.336975,  Lng: -98.566831),  Route carried "under" structure: City street 320,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,600 (year 2012),  Truck Traffic: 1%,  Features Intersected: SOMERSET RD,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 5.238,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 150150001709239,  Location: IH 35 @ IH 10 (Lat: 29.395714,  Lng: -98.511153),  Route carried "under" structure: Interstate 35,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 127,900 (year 2012),  Truck Traffic: 15%,  Features Intersected: IH 10 CONNECTORS
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.381,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 15015000170924,  Location: IH 35 @ IH 10 (Lat: 29.396619,  Lng: -98.511228),  Route carried "under" structure: Interstate 35,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 68,425 (year 2012),  Truck Traffic: 1%,  Features Intersected: IH 10 CONNECTORS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.381,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 150150001709308,  Location: 1.8 MI NE OF SPUR 422 (Lat: 29.356594,  Lng: -98.525817),  Route carried "under" structure: Spur State highway 13,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 24,930 (year 2013),  Truck Traffic: 9%,  Features Intersected: LOOP 13,  Facility Carried by Structure: IH 35 SBML
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.259,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709309,  Location: 1.8 MI NE OF SPUR 422 (Lat: 29.356594,  Lng: -98.525681),  Route carried "under" structure: Spur State highway 13,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2013),  Truck Traffic: 8%,  Features Intersected: LOOP 13,  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 3.275,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 150150001709314,  Location: 0.2 MI W OF IH 35 (Lat: 29.396658,  Lng: -98.513964),  Route carried "under" structure: State highway 353,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,650 (year 2012),  Truck Traffic: 3%,  Features Intersected: NOGALITOS ST,  Facility Carried by Structure: IH 35 SB OFF RAMP
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 30.978,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 15015000171008,  Location: 1.4 MI N OF US 90 (Lat: 29.414292,  Lng: -98.504453),  Route carried "under" structure: Interstate 35,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 91,390 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: SP 536 (ALAMO ST)
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 34.799,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 150150001710082,  Location: 0.30 MI S OF SP 536 (Lat: 29.411242,  Lng: -98.507903),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 20,220 (year 2012),  Truck Traffic: 3%,  Features Intersected: S LAREDO ST,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 150150001710093,  Location: 0.7 MI W OF IH 37 (Lat: 29.438297,  Lng: -98.489533),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 190,670 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 ML (LOWER LEVEL),  Facility Carried by Structure: BROOKLYN AVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 38.092,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 150150001710094,  Location: 0.8 MI W OF IH 37 (Lat: 29.437719,  Lng: -98.490536),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 190,670 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 ML (LOWER LEVEL),  Facility Carried by Structure: MCCULLOUGH AVE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 37.969,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 150150001710095,  Location: 0.90 MI W OF IH 37 (Lat: 29.436544,  Lng: -98.492522),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 190,670 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: LEXINGTON AVE
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 37.738,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 150150001710096,  Location: 1.00 MI W OF IH 37 (Lat: 29.435833,  Lng: -98.494072),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: MAIN AVE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 37.569,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 150150001710097,  Location: 1.10 MI W OF IH 37 (Lat: 29.435269,  Lng: -98.495492),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: SAN PEDRO AVE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 37.417,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 150150001710154,  Location: 2.45 MI E OF IH 37/US 281 (Lat: 29.441731,  Lng: -98.438033),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,990 (year 2010),  Truck Traffic: 5%,  Features Intersected: AT&T PRKWY,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 150150001710155,  Location: 2.45 MI E OF IH 37/US 281 (Lat: 29.442147,  Lng: -98.437900),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,990 (year 2010),  Truck Traffic: 5%,  Features Intersected: AT&T PRKWY,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 150150001710157,  Location: 2.20 MI E OF IH 37/US 281 (Lat: 29.440222,  Lng: -98.441556),  Route carried "under" structure: Interstate 35,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 69,360 (year 2013),  Truck Traffic: 13%,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.802,  Lanes on structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 150150001710164,  Location: 0.5 MI E OF IH 37/US 281 (Lat: 29.438467,  Lng: -98.470194),  Route carried "under" structure: Interstate 35,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 156,740 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 35 MLS CONN 7,  Facility Carried by Structure: N PINE ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 40.058,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 150150001710167,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.456681,  Lng: -98.413164),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,250 (year 2011),  Truck Traffic: 2%,  Features Intersected: BINZ-ENGLEMAN RD,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710168,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.456436,  Lng: -98.412947),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 48,170 (year 2011),  Truck Traffic: 2%,  Features Intersected: BINZ-ENGLEMAN RD,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 46.151,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710184,  Location: 5.46 MI S OF SH 218 (Lat: 29.510606,  Lng: -98.397925),  Route carried "under" structure: State highway 1976,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,180 (year 2013),  Truck Traffic: 2%,  Features Intersected: WALZEM RD (FM 1976),  Facility Carried by Structure: IH 35 SBML & RAMP
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.837,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710185,  Location: 5.46 MI S OF SH 218 (Lat: 29.510022,  Lng: -98.397617),  Route carried "under" structure: State highway 1976,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,180 (year 2013),  Truck Traffic: 2%,  Features Intersected: WALZEM RD (FM 1976),  Facility Carried by Structure: IH 35 NBML
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.856,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710186,  Location: 0.96 MI S OF FM 1976 (Lat: 29.496617,  Lng: -98.400519),  Route carried "under" structure: City street 106,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 36,750 (year 2011),  Truck Traffic: 2%,  Features Intersected: EISENHAUER RD,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 6.381,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710187,  Location: 0.96 MI S OF FM 1976 (Lat: 29.496617,  Lng: -98.400636),  Route carried "under" structure: City street 106,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 36,750 (year 2011),  Truck Traffic: 2%,  Features Intersected: EISENHAUER RD,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.354,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710188,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.484078,  Lng: -98.403064),  Route carried "under" structure: City street 290,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,970 (year 2011),  Truck Traffic: 1%,  Features Intersected: RITTIMAN RD,  Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.873,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 150150001710189,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.484078,  Lng: -98.403314),  Route carried "under" structure: City street 290,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,970 (year 2011),  Truck Traffic: 1%,  Features Intersected: RITTIMAN RD,  Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 4.852,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)