Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 404ft / 123mTotal length
  • $149,000Total costs
  • 294,220Total average daily traffic
  • 26,680Total average daily truck traffic
  • 381,120Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lumberton
  • No street view available for this location

New bridges in Lumberton, TX - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 81940-1949
  • 31960-1969
  • 51970-1979
  • 41980-1989
  • 31990-1999
  • 92000-2009
Reconstructed bridges in Lumberton, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 21970-1979
  • 01980-1989
  • 31990-1999
  • 32000-2009
Average Bridge Daily Traffic in Lumberton, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.1%Very good
  • 42.9%Good
  • 42.9%Satisfactory
  • 7.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 42.9%Good
  • 35.7%Satisfactory
  • 7.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 42.9%Good
  • 57.1%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.9%Very good
  • 45.2%Good
  • 35.5%Satisfactory
  • 6.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 73.7%Good
  • 26.3%Satisfactory
Find on map >>   Show street view

Structure Number: 201010006505057,  Location: 5.40 MI N OF US 69 (Lat: 30.295731,  Lng: -94.185253),  Route carried "on" structure: US 96,  Year Built: 1949,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: H 20,  Features Intersected: VILLAGE CREEK N RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.524,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010006505058,  Location: 5.15 MI N OF US 69 (Lat: 30.291522,  Lng: -94.186247),  Route carried "on" structure: US 96,  Year Built: 1949,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: H 20,  Features Intersected: VILLAGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.033,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010006505059,  Location: 4.55 MI N OF US 69 (Lat: 30.284983,  Lng: -94.192669),  Route carried "on" structure: US 96,  Year Built: 1949,  Status: Open,  Structure Length: 50.96m (167.19ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: H 20,  Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 36,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 509.60m (1671.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $118,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 20101000650506,  Location: 3.95 MI N OF US 69 (Lat: 30.277814,  Lng: -94.197008),  Route carried "on" structure: US 96,  Year Built: 1949,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 21,020 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,420 (year 2033),  Design Load: H 20,  Features Intersected: WALTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.938,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010006505061,  Location: 1.60 MI N OF US 69 (Lat: 30.244269,  Lng: -94.196608),  Route carried "on" structure: US 96,  Year Built: 1948,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 26,140 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,590 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.714,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
Find on map >>   Show street view

Structure Number: 201010006505103,  Location: 5.40 MI N OF US 69 (Lat: 30.296581,  Lng: -94.185442),  Route carried "on" structure: US 96,  Year Built: 1970,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CREEK N RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.524,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010006505123,  Location: 5.15 MI N OF US 69 (Lat: 30.292050,  Lng: -94.186347),  Route carried "on" structure: US 96,  Year Built: 1981,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.033,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 201010006505124,  Location: 4.55 MI N OF US 69 (Lat: 30.285164,  Lng: -94.192764),  Route carried "on" structure: US 96,  Year Built: 1981,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 10,510 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,710 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 201010006506082,  Location: 2.75 MI N JEFFERSON C/L (Lat: 30.220244,  Lng: -94.193525),  Route carried "on" structure: ServiceUS 69,  Year Built: 1966,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,050 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,270 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 396.0m (1,299.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000
Find on map >>   Show street view

Structure Number: 201010006506129,  Location: 2.75 MI N JEFFERSON C/L (Lat: 30.218242,  Lng: -94.192958),  Route carried "on" structure: US 69,  Year Built: 1988,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 16,730 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,430 (year 2033),  Design Load: HS 20,  Features Intersected: MITCHELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 335.0m (1,099.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 201010006506129,  Location: 2.75 MI N JEFFERSON C/L (Lat: 30.218242,  Lng: -94.192958),  Route carried "under" structure: US 69,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 22,060 (year 2010),  Truck Traffic: 12%,  Features Intersected: MITCHELL RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  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: 201010020010051,  Location: 1.10 MI S OF FM 421 (Lat: 30.229406,  Lng: -94.200656),  Route carried "on" structure: US 69,  Year Built: 1942,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,730 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,430 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.208,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010020010104,  Location: 0.90 MI S OF FM 421 (Lat: 30.233497,  Lng: -94.203603),  Route carried "on" structure: US 69,  Year Built: 1975,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 16,730 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,430 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.789,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
Find on map >>   Show street view

Structure Number: 201010020010105,  Location: 1.00 MI S OF FM 421 (Lat: 30.230231,  Lng: -94.201681),  Route carried "on" structure: ServiceUS 69,  Year Built: 1975,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 17,460 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,050 (year 2030),  Design Load: HS 20,  Features Intersected: US 69 PARALLEL DRAIN,  Facility Carried by Structure: PARK NORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.071,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than 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: 0.11m (0.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010020010122,  Location: 1.0 MI S OF FM 421 (Lat: 30.223164,  Lng: -94.193656),  Route carried "on" structure: US 69,  Year Built: 1975,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 8,370 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,710 (year 2033),  Design Load: HS 20,  Features Intersected: US 96 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.074,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 5 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: 41.1m (134.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 20101002001016,  Location: 4.2 MI N OF FM 421 (Lat: 30.297903,  Lng: -94.241300),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 9,750 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,650 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.701,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 176.80m (580.05ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 201010020010161,  Location: 3.2 MI N OF FM 421 (Lat: 30.285428,  Lng: -94.233958),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,300 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,420 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.273,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 48 months,  Inspection Date: March 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010020010162,  Location: 2.7 MI N OF FM 421 (Lat: 30.278589,  Lng: -94.229956),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,300 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,420 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.107,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 48 months,  Inspection Date: March 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010020010163,  Location: 1.9 MI N OF FM 421 (Lat: 30.267997,  Lng: -94.223947),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 18,340 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,680 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010020010164,  Location: 0.50 MI N OF FM 421 (Lat: 30.248411,  Lng: -94.212319),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 18,340 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,680 (year 2033),  Design Load: HS 20,  Features Intersected: BOGGY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.853,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 48 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010081303002,  Location: 0.70 MI W OF US 69 (Lat: 30.236583,  Lng: -94.218992),  Route carried "on" structure: State highway 421,  Year Built: 1949,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 2,610 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,660 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010081303003,  Location: 1.00 MI W OF US 69 (Lat: 30.233036,  Lng: -94.223283),  Route carried "on" structure: State highway 421,  Year Built: 1949,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,610 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,660 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.936,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010081303026,  Location: 1.10 MI W OF US 69 (Lat: 30.231892,  Lng: -94.224606),  Route carried "on" structure: State highway 421,  Year Built: 1962,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,610 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,660 (year 2033),  Design Load: HS 20,  Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010081303027,  Location: 0.40 MI W OF US 69 (Lat: 30.239497,  Lng: -94.214842),  Route carried "on" structure: State highway 421,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,610 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,660 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 16.20m (53.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000
Find on map >>   Show street view

Structure Number: 201010361201001,  Location: 1.00 MI E OF FM 3513 (Lat: 30.251564,  Lng: -94.175867),  Route carried "on" structure: State highway 74,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 60 (year 2010),  Average Future Daily Traffic: 200 (year 2030),  Design Load: H 15,  Features Intersected: VILLAGE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >>   Show street view

Structure Number: 201010AA0338001,  Location: 4.2 MI S OF US 96 (Lat: 30.264092,  Lng: -94.175767),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 2015),  Average Future Daily Traffic: 240 (year 2035),  Features Intersected: VILLAGE CRK BR,  Facility Carried by Structure: VILLAGE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.666,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010AA0339001,  Location: 0.80 MI S OF US 96 (Lat: 30.287308,  Lng: -94.182133),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 680 (year 2015),  Average Future Daily Traffic: 680 (year 2035),  Design Load: H 15,  Features Intersected: VILLAGE CREEK BRANCH,  Facility Carried by Structure: OLD BEAUMONT HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010AA0339002,  Location: 1.20 MI S OF US 96 (Lat: 30.282333,  Lng: -94.181564),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 200 (year 2015),  Average Future Daily Traffic: 545 (year 2035),  Features Intersected: DRAIN,  Facility Carried by Structure: OLD BEAUMONT HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010AA0414001,  Location: 0.10 MI E OF 3RD ST (Lat: 30.231294,  Lng: -94.172742),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 80 (year 2015),  Average Future Daily Traffic: 85 (year 2035),  Design Load: HS 20,  Features Intersected: VILLAGE SLOUGH,  Facility Carried by Structure: HARVARD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 201010AA0414002,  Location: 0.7 MI E OF DUKE ST (Lat: 30.228886,  Lng: -94.169825),  Route carried "on" structure: County highway 414,  Year Built: 2006,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 80 (year 2015),  Average Future Daily Traffic: 110 (year 2035),  Design Load: HS 20,  Features Intersected: VILLAGE SLOUGH,  Facility Carried by Structure: WINGFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
Find on map >>   Show street view

Structure Number: 201010AA0414003,  Location: 1.5 MI E OF DUKE ST (Lat: 30.229250,  Lng: -94.156367),  Route carried "on" structure: County highway 414,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 80 (year 2015),  Average Future Daily Traffic: 110 (year 2035),  Design Load: HS 20,  Features Intersected: CANE SLOUGH,  Facility Carried by Structure: WINGFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
Find on map >>   Show street view

Structure Number: 201010AA1029001,  Location: 1.6 MI N OF KEITH RD (Lat: 30.224703,  Lng: -94.206392),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 150 (year 2035),  Features Intersected: BOGGY CREEK,  Facility Carried by Structure: PARK RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: May 2017
Find on map >>   Show street view

Structure Number: 201010C00101001,  Location: 0.03 MI E OF US 69 (Lat: 30.234211,  Lng: -94.203544),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 400 (year 2014),  Average Future Daily Traffic: 400 (year 2031),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: KING PALMS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 201010C00334001,  Location: 2.60 MI E OF US 69 (Lat: 30.277514,  Lng: -94.199394),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,520 (year 2015),  Average Future Daily Traffic: 3,520 (year 2035),  Design Load: HS 20,  Features Intersected: WALTON CREEK,  Facility Carried by Structure: W WALTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Discuss Lumberton, Texas (TX) on our hugely popular Texas forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.