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

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Structure Number: 161780226302004,  Location: 0.80 MI SE OF COMMERCIAL (Lat: 27.895347,  Lng: -97.131872),  Route carried "on" structure: State highway 361,  Year Built: 1959,  Status: Open,  Structure Length: 63.89m (209.61ft),  Average Daily Traffic: 6,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,770 (year 2033),  Design Load: H 20,  Features Intersected: GULF INTRACOASTAL W-WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.53m (211.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $3,261,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $4,076,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16178022630202,  Location: 2.40 MI SE OF COMMERCIAL (Lat: 27.889164,  Lng: -97.110583),  Route carried "on" structure: State highway 361,  Year Built: 1994,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 5,268 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,770 (year 2033),  Design Load: HS 20,  Features Intersected: MORRIS & CUMMINGS CUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 161780226302021,  Location: 2.75 MI SE OF COMMERCIAL (Lat: 27.885944,  Lng: -97.106364),  Route carried "on" structure: State highway 361,  Year Built: 1995,  Status: Open,  Structure Length: 61.57m (202.00ft),  Average Daily Traffic: 5,268 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,770 (year 2033),  Design Load: HS 20,  Features Intersected: RED FISH BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.689,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 161780226302022,  Location: AT SAN PAT C/L (Lat: 27.898100,  Lng: -97.139850),  Route carried "on" structure: State highway 361,  Year Built: 2008,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 5,268 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,770 (year 2033),  Design Load: HS 20,  Features Intersected: SEAWALL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.018,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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: August 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161780226302023,  Location: 4.75 MI SE OF COMMERCIAL (Lat: 27.865094,  Lng: -97.084083),  Route carried "on" structure: State highway 361,  Year Built: 2010,  Status: Open,  Structure Length: 46.33m (152.00ft),  Average Daily Traffic: 5,268 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,770 (year 2033),  Design Load: HL 93,  Features Intersected: RED FISH BAY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.886,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 162050018006028,  Location: 1.80 MI E OF FM 3512 (Lat: 27.929178,  Lng: -97.187403),  Route carried "on" structure: State highway 35,  Year Built: 1926,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 8,830 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,470 (year 2031),  Design Load: H 15,  Features Intersected: MCCAMPBELL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 162050018006047,  Location: 1.80 MI E OF FM 3512 (Lat: 27.929567,  Lng: -97.186886),  Route carried "on" structure: State highway 35,  Year Built: 1984,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 5,450 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,920 (year 2031),  Design Load: HS 20,  Features Intersected: MCCAMPBELL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.119,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 162050018006059,  Location: 0.5 MI W OF FM 1069 (Lat: 27.930156,  Lng: -97.183950),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1994,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 12,700 (year 2014),  Average Future Daily Traffic: 1,500 (year 2034),  Design Load: HS 20,  Features Intersected: SH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 5,  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: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16205001800606,  Location: 0.25 MI NE OF BUS 35 (Lat: 27.926903,  Lng: -97.174694),  Route carried "on" structure: State highway 35,  Year Built: 1994,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 14,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,780 (year 2031),  Design Load: HS 20,  Features Intersected: FM 1069
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 162050018006061,  Location: 0.25 MI NE OF BUS 35 (Lat: 27.927144,  Lng: -97.174514),  Route carried "on" structure: State highway 35,  Year Built: 1994,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 14,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,780 (year 2031),  Design Load: HS 20,  Features Intersected: FM 1069
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 6,  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: 32.0m (105.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 162050018006062,  Location: 0.8 MI W OF FM 1069 (Lat: 27.930264,  Lng: -97.188000),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1994,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,620 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,670 (year 2033),  Design Load: HS 20,  Features Intersected: MCCAMPBELL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.564,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 162050018006063,  Location: 0.7 MI W OF FM 1069 (Lat: 27.929242,  Lng: -97.184392),  Route carried "on" structure: State highway 35,  Year Built: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,780 (year 2031),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 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 48 months,  Inspection Date: May 2020

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Structure Number: 16205001801005,  Location: 1.00 MI N OF FM 2725 (Lat: 27.892597,  Lng: -97.152847),  Route carried "on" structure: State highway 361,  Year Built: 1992,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,364 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,700 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.927,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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 48 months,  Inspection Date: April 2018

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Structure Number: 162050018006059,  Location: 0.5 MI W OF FM 1069 (Lat: 27.930156,  Lng: -97.183950),  Route carried "under" structure: State highway 35,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2014),  Truck Traffic: 10%,  Features Intersected: SH 35
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.380,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Structure Number: 16205001800606,  Location: 0.25 MI NE OF BUS 35,  Route carried "under" structure: State highway 1069,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 7%,  Features Intersected: FM 1069,  Facility Carried by Structure: SH 35 NB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Structure Number: 162050018006061,  Location: 0.25 MI NE OF BUS 35,  Route carried "under" structure: State highway 1069,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 7%,  Features Intersected: FM 1069,  Facility Carried by Structure: SH 35 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)