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

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Structure Number: 200360038902027,  Location: 0.4 MI N OF IH 10 (Lat: 29.826608,  Lng: -94.897703),  Route carried "on" structure: State highway 146,  Year Built: 1943,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 30,259 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,010 (year 2033),  Design Load: H 15,  Features Intersected: SMITHS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.626,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20036003890203,  Location: 3.7 MI N OF IH 10 (Lat: 29.874231,  Lng: -94.893617),  Route carried "on" structure: State highway 146,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15,373 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,360 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.122,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2020

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Structure Number: 200360038902031,  Location: 3.2 MI N OF IH 10 (Lat: 29.866844,  Lng: -94.893378),  Route carried "on" structure: State highway 146,  Year Built: 1944,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 15,373 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,360 (year 2033),  Design Load: H 15,  Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.110,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft)

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 24 months,  Inspection Date: June 2020

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Structure Number: 200360050802338,  Location: 0.2 MI E OF FM 3180 (Lat: 29.826461,  Lng: -94.842828),  Route carried "on" structure: Interstate 10,  Year Built: 2000,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 65,039 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 85,080 (year 2033),  Design Load: HS 20,  Features Intersected: COTTON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.560,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $574,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050802349,  Location: 2.0 MI E OF SH 146 (Lat: 29.824553,  Lng: -94.864856),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 53.80m (176.51ft),  Average Daily Traffic: 65,039 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 85,080 (year 2033),  Design Load: HS 20,  Features Intersected: SH 99 & HACKBERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.983,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 37.1m (121.7ft),  Out-to-Out Width: 38.6m (126.6ft)

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

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Structure Number: 20036005080235,  Location: 0.1 MI E OF SH 99 (Lat: 29.824250,  Lng: -94.864475),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,650 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,310 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.450,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050802351,  Location: 0.1 MI E OF SH 99 (Lat: 29.824883,  Lng: -94.864544),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2004,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,580 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,210 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

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

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Structure Number: 200360050802472,  Location: 0.2 MI E OF FM 3180 (Lat: 29.826767,  Lng: -94.842853),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2011,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,650 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,310 (year 2033),  Design Load: HL 93,  Features Intersected: COTTON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 200360050802484,  Location: IH 10 @ FM 3180 (Lat: 29.826108,  Lng: -94.846681),  Route carried "on" structure: Interstate 10,  Year Built: 2020,  Status: Open,  Structure Length: 51.21m (168.01ft),  Average Daily Traffic: 79,300 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 108,600 (year 2038),  Design Load: HL 93,  Features Intersected: FM 3180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.830,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 54.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 200360102401443,  Location: 2.1 MI NORTH OF IH 10 (Lat: 29.858528,  Lng: -94.815581),  Route carried "on" structure: State highway 565,  Year Built: 2020,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 400 (year 2039),  Design Load: HL 93,  Features Intersected: TRIB OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 200360AA0101001,  Location: 2.35 MI N OF FM 1942 (Lat: 29.879967,  Lng: -94.930467),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,222 (year 2016),  Average Future Daily Traffic: 235 (year 2035),  Features Intersected: LYNCHBURG CANAL,  Facility Carried by Structure: HATCHERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360C00050001,  Location: 0.3 MI E OF SH 146 (Lat: 29.876011,  Lng: -94.889728),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 3,340 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,680 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: Eagle Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.454,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 201460038901069,  Location: 0.7 MI N OF CHAMBERS C/L (Lat: 29.897189,  Lng: -94.896439),  Route carried "on" structure: State highway 146,  Year Built: 1972,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,810 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,120 (year 2033),  Design Load: HS 20,  Features Intersected: CWA (Lynchburg) CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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

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Structure Number: 20146003890135,  Location: 0.7 MI N of Chambers C/L (Lat: 29.897197,  Lng: -94.895964),  Route carried "on" structure: State highway 146,  Year Built: 2011,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,903 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,120 (year 2033),  Design Load: HL 93,  Features Intersected: CWA (Lynchburg) Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 201460AA0101002,  Location: 0.6 MI N CHAMBERS CO LINE (Lat: 29.893728,  Lng: -94.940692),  Route carried "on" structure: County highway 486,  Year Built: 2008,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,125 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,580 (year 2037),  Design Load: HS 20,  Features Intersected: HICKORY ISLAND GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 200360050802349,  Location: 2.0 MI E OF SH 146 (Lat: 29.824781,  Lng: -94.863811),  Route carried "under" structure: ServiceState highway 99,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2011),  Truck Traffic: 9%,  Features Intersected: SH 99 & HACKBERRY GULLY,  Facility Carried by Structure: IH 10
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.481,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 200360050802484,  Location: IH 10 @ FM 3180 (Lat: 29.825875,  Lng: -94.846622),  Route carried "under" structure: State highway 10,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2018),  Truck Traffic: 20%,  Features Intersected: FM 3180
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 8.879,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)