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

Find on map >>   Show street view

Structure Number: 120200152401073,  Location: 0.8 MI SE of JCT. SH 288 (Lat: 29.036411,  Lng: -95.450200),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 31.61m (103.71ft),  Average Daily Traffic: 30,690 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: Oak Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.199,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200152401074,  Location: 0.8 MI SE of JCT. SH 288 (Lat: 29.035281,  Lng: -95.447419),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 31.39m (102.99ft),  Average Daily Traffic: 30,690 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: Oak Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.199,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200152401075,  Location: 2.1 MI SE of JCT SH 288 (Lat: 29.019881,  Lng: -95.434311),  Route carried "on" structure: Bypass State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 29.63m (97.21ft),  Average Daily Traffic: 30,690 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: Plantation Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.493,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200152401076,  Location: 2.1 MI SE of JCT SH 288 (Lat: 29.021989,  Lng: -95.435911),  Route carried "on" structure: Bypass State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 29.75m (97.60ft),  Average Daily Traffic: 30,690 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: Plantation Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.493,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200152401078,  Location: 3.4 MI SE of JCT SH 288 (Lat: 29.010619,  Lng: -95.421789),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 27,000 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 37,800 (year 2030),  Design Load: HL 93,  Features Intersected: Dixie Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.443,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

Find on map >>   Show street view

Structure Number: 120200252302013,  Location: 1.50 MI E OF SH 288 (Lat: 29.064006,  Lng: -95.430947),  Route carried "on" structure: State highway 2004,  Year Built: 1965,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,676 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,390 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.974,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 120200252302014,  Location: 0.65 MI NE OF SH 332 (Lat: 29.053206,  Lng: -95.463111),  Route carried "on" structure: State highway 2004,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 8,008 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,400 (year 2033),  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: January 2019,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $313,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 120200252302016,  Location: 0.65 MI S OF SH 332 (Lat: 29.037253,  Lng: -95.471311),  Route carried "on" structure: State highway 2004,  Year Built: 1981,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 7,571 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,730 (year 2033),  Design Load: HS 20,  Features Intersected: DOW FRESH WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.631,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.1m (49.5ft)

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

Find on map >>   Show street view

Structure Number: 120200252302017,  Location: 1.35 MI S OF SH 332 (Lat: 29.028889,  Lng: -95.475814),  Route carried "on" structure: State highway 2004,  Year Built: 1988,  Status: Open,  Structure Length: 43.28m (141.99ft),  Average Daily Traffic: 7,571 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,730 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.707,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200252302018,  Location: 2.55 MI S OF SH 332 (Lat: 29.012956,  Lng: -95.484197),  Route carried "on" structure: State highway 2004,  Year Built: 1988,  Status: Open,  Structure Length: 36.58m (120.01ft),  Average Daily Traffic: 10,021 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,820 (year 2033),  Design Load: HS 20,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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

Find on map >>   Show street view

Structure Number: 12020025230234,  Location: 1.6 MI E. of JCT SH 288 (Lat: 29.064314,  Lng: -95.429175),  Route carried "on" structure: State highway 2004,  Year Built: 2012,  Status: Open,  Structure Length: 46.94m (154.00ft),  Average Daily Traffic: 11,000 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,400 (year 2030),  Design Load: HL 93,  Features Intersected: CR 288 / UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.562,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 120200AA0304001,  Location: 2.0 M NE of HWY 36 (Lat: 29.003600,  Lng: -95.458800),  Route carried "on" structure: County highway 304,  Year Built: 2014,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,124 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 550 (year 2031),  Design Load: HL 93,  Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: 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

Find on map >>   Show street view

Structure Number: 120200AA0473002,  Location: 1.10 MI W OF FM 2004 (Lat: 29.022733,  Lng: -95.493903),  Route carried "on" structure: County highway 400,  Year Built: 1989,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,194 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 120200AA1017001,  Location: 0.30 MI N OF FM 2004 (Lat: 29.068469,  Lng: -95.427161),  Route carried "on" structure: County highway 288,  Year Built: 1958,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,961 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2032),  Features Intersected: BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 120200B00095001,  Location: 0.20 MI N OF DOGWOOD ST (Lat: 29.057708,  Lng: -95.432036),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BEECHWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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 or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 13.4m (44.0ft)

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,  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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 120200B00265001,  Location: 0.1 MI NW OF COLLEGE BLVD (Lat: 29.042381,  Lng: -95.414144),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 4,002 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2032),  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: OLD ANGLETON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: January 2017,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 120200B00510001,  Location: Just east of Oak Dr (Lat: 29.034969,  Lng: -95.449200),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,000 (year 2013),  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Mimosa St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 120200B00540001,  Location: 0.25 MI SW OF SH 288 (Lat: 29.032917,  Lng: -95.451869),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 2,970 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,400 (year 2032),  Features Intersected: FLAG DITCH,  Facility Carried by Structure: S OAK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 120200B00545001,  Location: Just east of Oak Dr (Lat: 29.033300,  Lng: -95.450869),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,000 (year 2013),  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Oleander St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 120200B00555001,  Location: 0.05 MI NE OF ANGLETON RD (Lat: 29.049769,  Lng: -95.419911),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2032),  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: MARIGOLD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 120200B00630001,  Location: 0.55 MI E OF SH 332 (Lat: 29.021019,  Lng: -95.428519),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,090 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: PLANTATION DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 120200B00765001,  Location: 0.20 MI S OF FM 2004 (Lat: 29.059067,  Lng: -95.449572),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,280 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,500 (year 2032),  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: THAT WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 120200B00800001,  Location: Just east of Oak Dr (Lat: 29.034019,  Lng: -95.450061),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Walnut St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 120200B00835001,  Location: 0.25 MI SW OF ANGLETON RD (Lat: 29.050058,  Lng: -95.426908),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 4,120 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2032),  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: WILLOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 120200B00850001,  Location: 0.05 MI N OF OYSTER CR DR (Lat: 29.041719,  Lng: -95.436486),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,300 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,000 (year 2032),  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: N YAUPON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 120200059804237,  Location: 0.55 MI S OF OYSTER CREEK (Lat: 29.047011,  Lng: -95.454883),  Route carried "under" structure: State highway 332,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2015),  Truck Traffic: 12%,  Features Intersected: OYSTER CREEK DR./SH-332,  Facility Carried by Structure: SH 288 NBML
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.300,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 120200059804238,  Location: 0.55 MI S OF OYSTER CREEK (Lat: 29.047211,  Lng: -95.455256),  Route carried "under" structure: State highway 332,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2015),  Truck Traffic: 12%,  Features Intersected: OYSTER CREEK DR./SH-332,  Facility Carried by Structure: SH 288 SBML
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.300,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 120200059804338,  Location: 0.7 MI NORTH OF SH 332 (Lat: 29.061922,  Lng: -95.453442),  Route carried "under" structure: State highway 2004,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2013),  Truck Traffic: 7%,  Features Intersected: FM 2004,  Facility Carried by Structure: SH 288 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.8m (215.9ft)

Find on map >>   Show street view

Structure Number: 120200059804339,  Location: 0.7 MI NORTH OF SH 332 (Lat: 29.061878,  Lng: -95.453483),  Route carried "under" structure: State highway 2004,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2013),  Truck Traffic: 7%,  Features Intersected: FM 2004,  Facility Carried by Structure: SH 288 SB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.8m (215.9ft)

Find on map >>   Show street view

Structure Number: 120200152401058,  Location: 0.20 MI E OF SH 288 (Lat: 29.004686,  Lng: -95.389189),  Route carried "under" structure: State highway 288,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 16,310 (year 2013),  Truck Traffic: 15%,  Features Intersected: SH 288 BUS,  Facility Carried by Structure: SH 332 EB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.998,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 12020015240106,  Location: 0.20 MI W OF SH 288 BUS (Lat: 29.004453,  Lng: -95.392422),  Route carried "under" structure: State highway 288,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 25,440 (year 2013),  Truck Traffic: 9%,  Features Intersected: SH 288,  Facility Carried by Structure: SH 332 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 21.002,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 120200152401071,  Location: 0.30 MI SE of JCT SH 288 (Lat: 29.038900,  Lng: -95.453700),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: This Way St.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 13.776,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 120200152401072,  Location: 0.3 MI SE of Jct. SH 288 (Lat: 29.041450,  Lng: -95.454400),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: This Way St.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 13.776,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 120200152401073,  Location: 0.8 MI SE of JCT. SH 288 (Lat: 29.036411,  Lng: -95.450200),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: Oak Dr.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 14.441,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 120200152401074,  Location: 0.8 MI SE of JCT. SH 288 (Lat: 29.035281,  Lng: -95.447419),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: Oak Dr.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 14.441,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 120200152401075,  Location: 2.1 MI SE of JCT SH 288 (Lat: 29.019881,  Lng: -95.434311),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: Plantation Dr.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.645,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 120200152401076,  Location: 2.1 MI SE of JCT SH 288 (Lat: 29.021989,  Lng: -95.435911),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: Plantation Dr.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.645,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 120200152401078,  Location: 3.4 MI SE of JCT SH 288 (Lat: 29.010619,  Lng: -95.421789),  Route carried "under" structure: City street 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: Dixie Dr.
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 18.585,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 12020025230234,  Location: 1.6 MI E. of JCT SH 288 (Lat: 29.064536,  Lng: -95.426883),  Route carried "under" structure: County highway 2,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 1%,  Features Intersected: CR 288 / UPRR
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 40.819,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)