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

Find on map >>   Show street view

Structure Number: 121020050801218,  Location: 0.10 MI W OF US 59 (Lat: 29.769669,  Lng: -95.343339),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 4,580 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 10 WB,  Facility Carried by Structure: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801219,  Location: 0.10 MI W OF US 59 (Lat: 29.769097,  Lng: -95.343361),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 4,580 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 10 EB,  Facility Carried by Structure: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801233,  Location: 0.15 MI E OF US 59 (Lat: 29.768686,  Lng: -95.339531),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 680 (year 2013),  Average Future Daily Traffic: 750 (year 2033),  Design Load: HL 93,  Features Intersected: IH 10,  Facility Carried by Structure: MEADOW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: 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: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801242,  Location: INTERSECTION IH10 & US59 (Lat: 29.769792,  Lng: -95.340103),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1997,  Status: Open,  Structure Length: 27.95m (91.70ft),  Average Daily Traffic: 12,584 (year 2010),  Average Future Daily Traffic: 15,000 (year 2032),  Design Load: HS 20,  Features Intersected: MEADOW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Lanes under structure: 2,  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: 2,  Number Of Approach Spans: 12,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

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

Find on map >>   Show street view

Structure Number: 121020050801249,  Location: 1.25 MI W OF IH 610 (Lat: 29.777919,  Lng: -95.283978),  Route carried "on" structure: Interstate 10,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 75,974 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,790 (year 2033),  Design Load: HS 20,  Features Intersected: MCCARTY ST/US 90A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.328,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801253,  Location: 1.0 MI E OF FEDERAL RD (Lat: 29.771658,  Lng: -95.196286),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1981,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 4,700 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,250 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.769,  Lanes on 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: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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,  Length Of Structure Improvement: 15.39m (50.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801254,  Location: 1.0 MI E OF FEDERAL RD (Lat: 29.771433,  Lng: -95.197453),  Route carried "on" structure: Interstate 10,  Year Built: 1981,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 77,150 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 99,710 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.772,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801255,  Location: 1.0 MI E OF FEDERAL RD (Lat: 29.771150,  Lng: -95.197489),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1981,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 3,848 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,570 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.769,  Lanes on 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: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 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,  Length Of Structure Improvement: 15.39m (50.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801264,  Location: 1.40 MI W OF LYNCHBURG RD (Lat: 29.792325,  Lng: -95.079725),  Route carried "on" structure: Interstate 10,  Year Built: 1982,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 122,318 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 156,320 (year 2033),  Design Load: HS 20,  Features Intersected: MONMOUTH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.610,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.7m (123.7ft)

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

Find on map >>   Show street view

Structure Number: 121020050801267,  Location: 1.2 MI E OF HOLLAND (Lat: 29.770628,  Lng: -95.213714),  Route carried "on" structure: Interstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 115,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,550 (year 2033),  Design Load: HS 20,  Features Intersected: FEDERAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.077,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.0m (147.6ft)

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

Find on map >>   Show street view

Structure Number: 12102005080127,  Location: 1.3 MI E OF FM 526 (Lat: 29.771069,  Lng: -95.191433),  Route carried "on" structure: Interstate 10,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 129,577 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 199,430 (year 2033),  Features Intersected: GOODYEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.413,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: October 2020

Find on map >>   Show street view

Structure Number: 121020050801272,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.771278,  Lng: -95.153219),  Route carried "on" structure: Interstate 10,  Year Built: 1985,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 29.44m (96.59ft),  Average Daily Traffic: 69,576 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 105,930 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 64.911,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  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: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801273,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.771450,  Lng: -95.153314),  Route carried "on" structure: Interstate 10,  Year Built: 1985,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 29.44m (96.59ft),  Average Daily Traffic: 71,140 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 105,930 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 64.911,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  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: Better than present minimum 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801275,  Location: AT IH 10/US 90 INTERCHNG (Lat: 29.774197,  Lng: -95.259092),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2010,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 24,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: IH 10 & IH 10 FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.967,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 103.6m (339.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801277,  Location: AT IH 10/US 90 INTERCHNG (Lat: 29.775814,  Lng: -95.267142),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2010,  Status: Open,  Structure Length: 58.09m (190.58ft),  Average Daily Traffic: 24,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: IH 610 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.050,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 7,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 12102005080128,  Location: NANCE STREET (Lat: 29.768419,  Lng: -95.346631),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 24.69m (81.00ft),  Average Daily Traffic: 12,000 (year 2014),  Average Future Daily Traffic: 15,000 (year 2034),  Design Load: HS 20,  Features Intersected: NANCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.712,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Inspection Date: November 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801281,  Location: US59 AT IH 10 (Lat: 29.770639,  Lng: -95.340181),  Route carried "on" structure: US 59,  Year Built: 2002,  Status: Open,  Structure Length: 112.75m (369.91ft),  Average Daily Traffic: 100,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,000 (year 2030),  Design Load: HS 20,  Features Intersected: BUFFALO BAYOU;IH10; & RR
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 12.213,  Lanes on structure: 3,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 20,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel

Find on map >>   Show street view

Structure Number: 121020050801294,  Location: US59/IH10 INTERCHANGE (Lat: 29.763492,  Lng: -95.350039),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2002,  Status: Open,  Structure Length: 136.95m (449.31ft),  Average Daily Traffic: 160,180 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 295,660 (year 2034),  Design Load: HS 20,  Features Intersected: BUFF BAYOU;RR;JENSN;IH10
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 30,  Length of Maximum Span: 94.5m (310.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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,  Inspection Date: December 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801295,  Location: US59/IH10 INTERCHANGE (Lat: 29.765783,  Lng: -95.347136),  Route carried "on" structure: Ramp US 10,  Year Built: 2002,  Status: Open,  Structure Length: 87.36m (286.61ft),  Average Daily Traffic: 86,000 (year 2010),  Average Future Daily Traffic: 121,000 (year 2030),  Design Load: HS 20,  Features Intersected: BUFFALO BAYOU;IH10;US59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.434,  Lanes on structure: 1,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 6,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable 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,  Inspection Date: September 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel

Find on map >>   Show street view

Structure Number: 121020050801298,  Location: AT US59/IH10 INTERCHANGE (Lat: 29.767172,  Lng: -95.346636),  Route carried "on" structure: US 59,  Year Built: 2003,  Status: Open,  Structure Length: 112.01m (367.49ft),  Average Daily Traffic: 50,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2036),  Design Load: HS 20,  Features Intersected: BUFFALO BAYOU;IH10;RR
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 12.213,  Lanes on structure: 3,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 23,  Length of Maximum Span: 89.9m (294.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801313,  Location: INTERSECTION IH10 & US59 (Lat: 29.769519,  Lng: -95.340453),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1998,  Status: Open,  Structure Length: 78.76m (258.40ft),  Average Daily Traffic: 13,690 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,160 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10 WBML & LYONS AVE
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 6,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

Find on map >>   Show street view

Structure Number: 121020050801314,  Location: 2.75 MI W OF IH 610 (Lat: 29.774283,  Lng: -95.307419),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 92,413 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,790 (year 2033),  Design Load: HS 20,  Features Intersected: KRESS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.966,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801315,  Location: 2.5 MI W OF IH 610 (Lat: 29.774347,  Lng: -95.301217),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 92,413 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,790 (year 2033),  Design Load: HS 20,  Features Intersected: LATHROP ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.356,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801316,  Location: 1.70 MI W OF IH 610 (Lat: 29.777822,  Lng: -95.291469),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 92,413 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 50,920 (year 2033),  Design Load: HS 20,  Features Intersected: US 90A/WAYSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.191,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: 13.11m (43.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $516,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801342,  Location: 2.0 MI E OF IH 610 (Lat: 29.772283,  Lng: -95.227728),  Route carried "on" structure: ServiceState highway 10,  Year Built: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 56,100 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 77,700 (year 2036),  Design Load: HL 93,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.837,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.8m (45.3ft)

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

Find on map >>   Show street view

Structure Number: 121020050801363,  Location: 0.35 MI E OF BW 8 (Lat: 29.771708,  Lng: -95.148917),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,370 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,120 (year 2033),  Design Load: HS 20,  Features Intersected: CARPENTERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.479,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  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: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 121020050801364,  Location: 0.35 MI E OF BW 8 (Lat: 29.772661,  Lng: -95.149828),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 5,750 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,780 (year 2030),  Design Load: HS 20,  Features Intersected: CARPENTERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.425,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 121020050801365,  Location: 1.7 MI E OF FM 526 (Lat: 29.770850,  Lng: -95.186183),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 71,140 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 99,710 (year 2033),  Design Load: HS 20,  Features Intersected: UVALDE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.868,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12102005080138,  Location: IH 10/IH 610 INTERCHANGE (Lat: 29.775433,  Lng: -95.263761),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 18.71m (61.38ft),  Average Daily Traffic: 20,160 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,640 (year 2031),  Design Load: HS 20,  Features Intersected: IH 10 & IH610
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 54.364,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.71m (61.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801382,  Location: 0.20 MI W OF BW 8 (Lat: 29.771225,  Lng: -95.160964),  Route carried "on" structure: Interstate 10,  Year Built: 1985,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 44.74m (146.78ft),  Average Daily Traffic: 71,140 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 105,930 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.150,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.4m (60.4ft)

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

Find on map >>   Show street view

Structure Number: 121020050801383,  Location: 0.20 MI W OF BW 8 (Lat: 29.771033,  Lng: -95.161136),  Route carried "on" structure: Interstate 10,  Year Built: 1985,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 44.74m (146.78ft),  Average Daily Traffic: 69,576 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 105,930 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.148,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  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: Better than 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801384,  Location: 0.40 MI W OF BW 8 (Lat: 29.770597,  Lng: -95.161497),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 29.66m (97.31ft),  Average Daily Traffic: 4,370 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,120 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

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

Find on map >>   Show street view

Structure Number: 121020050801385,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.772592,  Lng: -95.156964),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,360 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,110 (year 2030),  Design Load: HS 20,  Features Intersected: CARPENTERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.744,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than 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

Find on map >>   Show street view

Structure Number: 121020050801426,  Location: IH 10/IH 610 INTERCHANGE (Lat: 29.775394,  Lng: -95.263242),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 87,360 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,790 (year 2033),  Design Load: HS 20,  Features Intersected: IH 610
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 54.298,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020050801446,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.770864,  Lng: -95.158100),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 110.22m (361.61ft),  Average Daily Traffic: 15,130 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH10WBFR;BW8NBFR;CARP.BY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.971,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 14,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: Equal to present desirable 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,  Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 121020050801447,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.770650,  Lng: -95.161486),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 80.62m (264.50ft),  Average Daily Traffic: 15,130 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH10 EBFR/BW8 SBFR/UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.971,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 18,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal 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: December 2020,  Deck Structure Type: Corrugated Steel

Find on map >>   Show street view

Structure Number: 121020050801449,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.770792,  Lng: -95.152872),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1994,  Status: Open,  Structure Length: 119.05m (390.58ft),  Average Daily Traffic: 11,500 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8; IH10; RAMPS
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 21,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Corrugated Steel

Find on map >>   Show street view

Structure Number: 12102005080145,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.768589,  Lng: -95.150569),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1994,  Status: Open,  Structure Length: 137.86m (452.30ft),  Average Daily Traffic: 5,994 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH10; BW8 & BROOKVIEW DR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 20.395,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 27,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  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 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: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 121020050801451,  Location: IH 10 @ BW 8 E (INTERCHG) (Lat: 29.770792,  Lng: -95.150131),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1994,  Status: Open,  Structure Length: 42.73m (140.19ft),  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH 10 EB FR & OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.911,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete