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

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Structure Number: 121020017706134,  Location: 1.7 MI N OF FM 1960 (Lat: 30.025608,  Lng: -95.258872),  Route carried "on" structure: US 59,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 50.14m (164.50ft),  Average Daily Traffic: 22,795 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,440 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 2.911,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 22,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017706149,  Location: 0.25 MI W OF US 59 (Lat: 30.019275,  Lng: -95.265453),  Route carried "on" structure: US 59,  Year Built: 1983,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 42,620 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 85,240 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RELIEF,  Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.168,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 33.5m (109.9ft)

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,  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: November 2020

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Structure Number: 121020017706224,  Location: 1.0 MI N OF FM 1960 (Lat: 30.020931,  Lng: -95.261761),  Route carried "on" structure: ServiceUS 59,  Year Built: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 23,210 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,120 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.747,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706225,  Location: 0.95 MI N OF FM 1960 (Lat: 30.018286,  Lng: -95.263236),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 26.03m (85.40ft),  Average Daily Traffic: 8,000 (year 2016),  Average Future Daily Traffic: 1,000 (year 2036),  Design Load: HS 20,  Features Intersected: US 59,  Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706226,  Location: 1.0 MI N OF FM 1960 (Lat: 30.020722,  Lng: -95.262772),  Route carried "on" structure: Ramp US 59,  Year Built: 2000,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 8,640 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,280 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706227,  Location: 0.75 MI N OF FM 1960 (Lat: 30.016742,  Lng: -95.263878),  Route carried "on" structure: Ramp US 59,  Year Built: 2003,  Status: Open,  Structure Length: 35.94m (117.91ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HS 20,  Features Intersected: US 59 & HOV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.352,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 8,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.94m (117.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $85,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706228,  Location: 1.10 MI N OF FM 1960 (Lat: 30.020794,  Lng: -95.260878),  Route carried "on" structure: US 59,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,880 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.859,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 20.9m (68.6ft)

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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102001770623,  Location: 1.7 MI N OF FM 1960 (Lat: 30.024733,  Lng: -95.258739),  Route carried "on" structure: ServiceUS 59,  Year Built: 2000,  Status: Open,  Structure Length: 46.09m (151.21ft),  Average Daily Traffic: 23,020 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,490 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.908,  Lanes on structure: 3,  Lanes under structure: 4,  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: 18,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.09m (151.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $144,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706231,  Location: 1.7 MI N OF FM 1960 (Lat: 30.024572,  Lng: -95.259578),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 84.92m (278.61ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HS 20,  Features Intersected: SAN JACINTO RVR & US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.911,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 19,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017706233,  Location: 1.0 MI N OF FM 1960 (Lat: 30.019931,  Lng: -95.260706),  Route carried "on" structure: ServiceUS 59,  Year Built: 1999,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 23,020 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,490 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.861,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706234,  Location: 1.05 MI N OF FM 1960 (Lat: 30.022781,  Lng: -95.260853),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 42.67m (139.99ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,600 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 SB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.859,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 121020017706235,  Location: 1.10 MI N OF FM 1960 (Lat: 30.019997,  Lng: -95.260894),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 32.92m (108.01ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,600 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 NB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.859,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 121020017706236,  Location: 1.0 MI N OF FM 1960 (Lat: 30.020642,  Lng: -95.260761),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,600 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.859,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706303,  Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004747,  Lng: -95.267950),  Route carried "on" structure: State highway 1960,  Year Built: 2001,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 36,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 62,690 (year 2036),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.732,  Lanes on structure: 12,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 66.1m (216.9ft)

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

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Structure Number: 121020017706304,  Location: 0.3 MI S OF FM 1960 (Lat: 30.001314,  Lng: -95.269775),  Route carried "on" structure: US 59,  Year Built: 2002,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 116,800 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 241,410 (year 2030),  Design Load: HS 20,  Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.144,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017706305,  Location: 0.3 MI S OF FM 1960 (Lat: 30.001247,  Lng: -95.269589),  Route carried "on" structure: US 59,  Year Built: 2002,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 116,800 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 241,410 (year 2030),  Design Load: HS 20,  Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.144,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 121020017706541,  Location: 1.10 MI N OF FM 1960 (Lat: 30.020275,  Lng: -95.261389),  Route carried "on" structure: US 59,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 25,573 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,000 (year 2036),  Design Load: HS 20,  Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.859,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.9m (107.9ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102001770722,  Location: 3.47 MI N OF BWY 8 (Lat: 29.986228,  Lng: -95.275442),  Route carried "on" structure: US 59,  Year Built: 1998,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 55,101 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,930 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.923,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.95m (72.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017707221,  Location: 3.47 MI N OF BWY 8 (Lat: 29.987317,  Lng: -95.275489),  Route carried "on" structure: Ramp US 59,  Year Built: 1998,  Status: Open,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 7,559 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,540 (year 2029),  Design Load: HS 20,  Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.386,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

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: High priority of replacement,  Underclear: Equal to present minimum criteria,  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: 121020017707302,  Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903,  Lng: -95.271275),  Route carried "on" structure: Ramp US 59,  Year Built: 2001,  Status: Open,  Structure Length: 30.33m (99.51ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.478,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 121020168503024,  Location: 0.2 MI E OF US 59 (Lat: 30.005225,  Lng: -95.263125),  Route carried "on" structure: State highway 1960,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 19,266 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,950 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.147,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.2m (59.7ft)

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

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Structure Number: 121020168503034,  Location: 1.7 MI E OF US 59 (Lat: 29.999200,  Lng: -95.240392),  Route carried "on" structure: State highway 1960,  Year Built: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 39,211 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,200 (year 2033),  Design Load: HS 20,  Features Intersected: JORDAN GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.564,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020168503037,  Location: 0.2 MI E OF US 59 (Lat: 30.005047,  Lng: -95.263183),  Route carried "on" structure: State highway 1960,  Year Built: 1981,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 19,697 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,950 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.148,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.91m (32.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020A27117001,  Location: 0.10 MI N OF TREBLE RD (Lat: 29.995769,  Lng: -95.244664),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 100 (year 2010),  Average Future Daily Traffic: 300 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: DERRICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA1100001,  Location: 0.30 MI E OF US 59 (Lat: 29.980900,  Lng: -95.273253),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 2,340 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,860 (year 2029),  Features Intersected: UP RAILROAD,  Facility Carried by Structure: WILL CLAYTON PK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020AA1100002,  Location: 0.30 MI E OF US 59 (Lat: 29.980969,  Lng: -95.272239),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Posted for load,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 2,340 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,860 (year 2030),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD,  Facility Carried by Structure: WILL CLAYTON PK WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 121020AA6581002,  Location: 0.2 MI S OF BUS FM 1960A (Lat: 29.996450,  Lng: -95.250144),  Route carried "on" structure: County highway ,  Year Built: 1994,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 9,270 (year 2010),  Average Future Daily Traffic: 12,000 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020T00200001,  Location: 0.80 MI E OF US 59 (Lat: 29.965119,  Lng: -95.271881),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,760 (year 2015),  Average Future Daily Traffic: 4,000 (year 2035),  Features Intersected: GARNERS BAYOU,  Facility Carried by Structure: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020T00577001,  Location: 0.20 MI S OF FM1960 BUS A (Lat: 29.995931,  Lng: -95.245981),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: HUMBLE PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020T00595001,  Location: 0.20 MI N OF FM 1960 (Lat: 30.008128,  Lng: -95.258039),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: N HOUSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 121020T12050001,  Location: 1.20 MI N OF FM 1960 (Lat: 30.021347,  Lng: -95.279186),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2035),  Design Load: HS 20,  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: W TOWNSEN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020T12050002,  Location: 0.2 MI E OF US 59 (Lat: 30.016928,  Lng: -95.258519),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 2,000 (year 2015),  Average Future Daily Traffic: 4,000 (year 2035),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD,  Facility Carried by Structure: E TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.5m (96.8ft)

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

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Structure Number: 121020T12050203,  Location: 1.20 MI N OF FM 1960 (Lat: 30.021539,  Lng: -95.279378),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: W TOWNSEN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720212102356,  Location: 0.35 MI E of N COPIA ST (Lat: 31.775950,  Lng: -106.444486),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2021,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 4,200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,550 (year 2042),  Design Load: HL 93,  Features Intersected: ROSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under 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: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720212102361,  Location: 0.3 MI E OF COPIA ST (Lat: 31.777108,  Lng: -106.445750),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2021,  Status: Open,  Structure Length: 37.00m (121.39ft),  Average Daily Traffic: 39,100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: ROSA AVE & DURAZNO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 11,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720212102362,  Location: 0.2 MI E OF N COPIA ST (Lat: 31.777331,  Lng: -106.447278),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2021,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 39,100 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: IH 10 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017706225,  Location: 0.95 MI N OF FM 1960 (Lat: 30.017975,  Lng: -95.262342),  Route carried "under" structure: US 59,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 86,440 (year 2010),  Truck Traffic: 10%,  Features Intersected: TOWNSEN BLVD,  Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.056,  Lanes on structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 121020017706227,  Location: 0.75 MI N OF FM 1960 (Lat: 30.016308,  Lng: -95.262711),  Route carried "under" structure: US 59,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 112,010 (year 2016),  Features Intersected: US 59 HOV RAMP
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 4.352,  Lanes on structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 121020017706231,  Location: 1.7 MI N OF FM 1960 (Lat: 30.025600,  Lng: -95.259181),  Route carried "under" structure: US 59,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 112,010 (year 2010),  Features Intersected: US 59 HOV
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 2.911,  Lanes on structure: 10,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 121020017706234,  Location: 1.05 MI N OF FM 1960 (Lat: 30.022547,  Lng: -95.260869),  Route carried "under" structure: Ramp US 59,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Features Intersected: US 59 SB ON RP
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 3.859,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 121020017706235,  Location: 1.10 MI N OF FM 1960 (Lat: 30.020381,  Lng: -95.260850),  Route carried "under" structure: Ramp US 59,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Features Intersected: US 59 NB ON RMP
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.859,  Lanes on structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 121020017706303,  Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004636,  Lng: -65.268189),  Route carried "under" structure: US 59,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 86,440 (year 2010),  Truck Traffic: 10%,  Features Intersected: FM 1960,  Facility Carried by Structure: FM 1960
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 5.731,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 121020017706304,  Location: 0.3 MI S OF FM 1960 (Lat: 30.001414,  Lng: -95.269958),  Route carried "under" structure: Business State highway 1960,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 22,760 (year 2013),  Truck Traffic: 3%,  Features Intersected: US 59 SB,  Facility Carried by Structure: US 59 SB & HOV
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 5.518,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 121020017706305,  Location: 0.3 MI S OF FM 1960 (Lat: 30.001206,  Lng: -95.269419),  Route carried "under" structure: Business State highway 1960,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 22,760 (year 2013),  Truck Traffic: 3%,  Features Intersected: US 59 NB,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.552,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 12102001770722,  Location: 3.47 MI N OF BWY 8 (Lat: 29.986228,  Lng: -95.275442),  Route carried "under" structure: Bypass US 59,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 30,236 (year 2009),  Truck Traffic: 12%,  Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 1.386,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 121020017707221,  Location: 3.47 MI N OF BWY 8 (Lat: 29.987317,  Lng: -95.275489),  Route carried "under" structure: US 59,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 68,320 (year 2010),  Truck Traffic: 8%,  Features Intersected: US 59 SB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 2.041,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 121020017707302,  Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903,  Lng: -95.271275),  Route carried "under" structure: Ramp US 59,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.478,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)