Bridge Statistics for Humnoke, Arkansas (AR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3077,  Location: 8.61 MI N JCT OF I - 40 (Lat: 34.861667,  Lng: -92.130000),  Route carried "on" structure: US 67,  Year Built: 1958,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 31,917 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,132 (year 2025),  Design Load: HS 20,  Features Intersected: Redmond Rd., UPRR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 13.856,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 54.4 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Other Special Inspection Date: June 2007,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3079,  Location: .80 MI N MAIN ST JACKSONV (Lat: 34.875000,  Lng: -92.118333),  Route carried "on" structure: City street 28910,  Year Built: 1958,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,699 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,846 (year 2007),  Design Load: HS 20,  Features Intersected: US 67-SEC 10 LOG 9.81,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 308,  Location: LRAF BASE EXIT 5H-11 (Lat: 34.886667,  Lng: -92.106667),  Route carried "on" structure: US 67,  Year Built: 1958,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,964 (year 2025),  Design Load: HS 20,  Features Intersected: VANDENBERG BLVD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.522,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 54.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Other Special Inspection Date: June 2007,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4614,  Location: 2.75 MI W US 67 I-1 (Lat: 34.868333,  Lng: -92.172222),  Route carried "on" structure: City street 28880,  Year Built: 1991,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 500 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 738 (year 2010),  Design Load: HS 20,  Features Intersected: BAYOU METO,  Facility Carried by Structure: JACKSONVILLE CUTOF
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Underwater Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6752,  Location: 0.5 Mi E of SH 67 (Lat: 34.866111,  Lng: -92.110556),  Route carried "on" structure: City street 61545,  Year Built: 2003,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 100 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 148 (year 2022),  Design Load: HS 20,  Features Intersected: SH 161, UPRR, Spring St,  Facility Carried by Structure: Main St.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.957,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16563,  Location: 2 Mi E of SH 107 (Lat: 34.866389,  Lng: -92.161944),  Route carried "on" structure: City street 61545,  Year Built: 1939,  Status: Posted for load,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 1,949 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,878 (year 2007),  Features Intersected: BAYOU METO,  Facility Carried by Structure: W MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Underwater Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19346,  Location: 0.5 N OF MADDEN RD (SH11) (Lat: 34.896944,  Lng: -92.090833),  Route carried "on" structure: City street 17350,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 116 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 171 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: NO.EASTERN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.443,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Other Special Inspection Date: June 2007

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Structure Number: 19347,  Location: .12 N GRAHAM RD(SH 11) (Lat: 34.868889,  Lng: -92.102222),  Route carried "on" structure: City street 32510,  Year Built: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 448 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 662 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: LAUREL STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 19679,  Location: .1 MI S JP WRIGHT LOOP (Lat: 34.880000,  Lng: -92.100833),  Route carried "on" structure: City street 4550,  Year Built: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 757 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,118 (year 2007),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BERKSHIRE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: October 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19718,  Location: .5 MI N OF GRAHAM RD SH11 (Lat: 34.874444,  Lng: -92.088333),  Route carried "on" structure: City street 28797,  Year Built: 1980,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 295 (year 2007),  Features Intersected: CREEK DITCH,  Facility Carried by Structure: J P WRIGHT LOOP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Underwater Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19775,  Location: .1 MI S JP WRIGHT LOOP (Lat: 34.882222,  Lng: -92.104444),  Route carried "on" structure: City street 41466,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,394 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,919 (year 2007),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: NORTH GATE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: October 2004,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19901,  Location: .25 Mi W of US 67 (Lat: 34.867778,  Lng: -92.131944),  Route carried "on" structure: City street 61545,  Year Built: 1970,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,000 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,953 (year 2007),  Features Intersected: ROCKEY BRANCH,  Facility Carried by Structure: W. MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.974,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: October 2004,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21723,  Location: 2.1 MI N SH 294 (I-11) (Lat: 34.884167,  Lng: -92.108056),  Route carried "on" structure: City street 64443,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 16,840 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,868 (year 2012),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: NORTH FIRST STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.418,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 21748,  Location: .2 MI N OF US 67(SH11) (Lat: 34.863056,  Lng: -92.132500),  Route carried "on" structure: City street 48175,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,109 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,114 (year 2007),  Features Intersected: ROCKEY BRANCH,  Facility Carried by Structure: SO REDMOND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: October 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A3077,  Location: 8.62 MI N OF I 40 (Lat: 34.863333,  Lng: -92.128333),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 31,917 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,132 (year 2025),  Design Load: H 20,  Features Intersected: Redmond Rd., UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.870,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.64m (38.19ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Other Special Inspection Date: June 2007,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3078,  Location: 9.07 MI N I 40 MAIN ST (Lat: 34.866667,  Lng: -92.126667),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 28,774 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,491 (year 2025),  Design Load: H 20,  Features Intersected: MAIN STREET JACKSONVILLE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.594,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2007,  Other Special Inspection Date: January 2008,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A308,  Location: LRAF BASE EXIT SH11 (Lat: 34.888333,  Lng: -92.105000),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,964 (year 2025),  Design Load: HS 20,  Features Intersected: VANDENBERG BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.538,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 54.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Other Special Inspection Date: June 2007,  Total Project Cost: $1,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M1235,  Location: .5 MI S REDMOND RD EXIT (Lat: 34.855000,  Lng: -92.135000),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 68,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,154 (year 2025),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.049,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: M1236,  Location: .25 MILES SO OF REDMOND R (Lat: 34.858333,  Lng: -92.133333),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 68,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,154 (year 2025),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.355,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: M1237,  Location: 1.7 MI N OF MAIN ST JACKS (Lat: 34.885000,  Lng: -92.108333),  Route carried "on" structure: US 67,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 46,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,928 (year 2025),  Features Intersected: CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.232,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: X0796,  Location: 2 MI WEST US 67 (Lat: 34.871389,  Lng: -92.159167),  Route carried "on" structure: City street 28880,  Year Built: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 738 (year 2010),  Features Intersected: CREEK,  Facility Carried by Structure: JACKSONVILLE CUTOF
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: June 2007

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Structure Number: 3077,  Location: 8.61 MI N JCT OF I - 40 (Lat: 34.861667,  Lng: -92.130000),  Route carried "under" structure: City street 48176,  Year Built: 1958,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 2,234 (year 1983),  Truck Traffic: 1%,  Features Intersected: Redmond Rd., UPRR,  Facility Carried by Structure: US 67-SEC 10, SB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.132,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 3079,  Location: .80 MI N MAIN ST JACKSONV (Lat: 34.875000,  Lng: -92.118333),  Route carried "under" structure: US 67,  Year Built: 1958,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 79,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67-SEC 10 LOG 9.81,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 15.784,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 3079,  Location: .80 MI N MAIN ST JACKSONV (Lat: 34.875000,  Lng: -92.118333),  Route carried "under" structure: US 67,  Year Built: 1958,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 79,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67-SEC 10 LOG 9.81,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 15.784,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 308,  Location: LRAF BASE EXIT 5H-11 (Lat: 34.886667,  Lng: -92.106667),  Route carried "under" structure: City street 59350,  Year Built: 1958,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 7,855 (year 1983),  Truck Traffic: 1%,  Features Intersected: VANDENBERG BLVD.,  Facility Carried by Structure: US 67-SEC 10 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 6752,  Location: 0.5 Mi E of SH 67 (Lat: 34.866111,  Lng: -92.110556),  Route carried "under" structure: State highway 161,  Year Built: 2003,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 12,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: SH 161, UPRR, Spring St,  Facility Carried by Structure: Main St.
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6752,  Location: 0.5 Mi E of SH 67 (Lat: 34.866111,  Lng: -92.110556),  Route carried "under" structure: City street 54770,  Year Built: 2003,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,000 (year 1987),  Truck Traffic: 1%,  Features Intersected: SH 161, UPRR, Spring St,  Facility Carried by Structure: Main St.
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: A3077,  Location: 8.62 MI N OF I 40 (Lat: 34.863333,  Lng: -92.128333),  Route carried "under" structure: City street 64570,  Year Built: 1960,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 2,208 (year 1983),  Truck Traffic: 1%,  Features Intersected: Redmond Rd., UPRR,  Facility Carried by Structure: US 67-SEC 10 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: A3078,  Location: 9.07 MI N I 40 MAIN ST (Lat: 34.866667,  Lng: -92.126667),  Route carried "under" structure: City street 61545,  Year Built: 1960,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 7,980 (year 1983),  Truck Traffic: 1%,  Features Intersected: MAIN STREET JACKSONVILLE,  Facility Carried by Structure: US 67-SEC 10 SB JC
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: A308,  Location: LRAF BASE EXIT SH11 (Lat: 34.888333,  Lng: -92.105000),  Route carried "under" structure: City street 59350,  Year Built: 1960,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 12,777 (year 1983),  Truck Traffic: 1%,  Features Intersected: VANDENBERG BOULEVARD,  Facility Carried by Structure: US 67-SEC 10 SB JC
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: M2131,  Location: 2.44 MI S JCT US 67 (Lat: 34.858333,  Lng: -92.116667),  Route carried "under" structure: State highway 161,  Year Built: 1925,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,700 (year 2005),  Truck Traffic: 1%,  Features Intersected: SH 161-SEC 3,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.926,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.0m (23.0ft)