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Bridge Statistics for Saraland, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Saraland, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 130 meters (427ft) Total costs: $20,410,000 Total average daily traffic: 342,263 Total average daily truck traffic: 36,920 National Bridge Inventory (NBI) Registered Bridges for Saraland
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 3776, Location: 0.6 MI N CELESTE ROAD (Lat: 30.833333, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2023), Design Load: H 15, Features Intersected: BAYOU SARA, Facility Carried by Structure: FORREST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $51,000, Total Project Cost: $771,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4168, Location: 1.0 MI W JCT US 43 (Lat: 30.821944, Lng: -88.087222), Route carried "on" structure: State highway 213, Year Built: 1951, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,500 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 12,562 (year 2027), Design Load: H 20, Features Intersected: NORTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $27,000, Total Project Cost: $398,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 585, Location: 0.6 MI S JCT SR 213 (Lat: 30.808611, Lng: -88.075000), Route carried "on" structure: US 43, Year Built: 1957, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 17,820 (year 2027), Design Load: HS 20, Features Intersected: NORTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.658, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $769,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,154,000 ( Estimate for 2008) Find on map >>
Structure Number: 5851, Location: JCT SR 213 (Lat: 30.827500, Lng: -88.090278), Route carried "on" structure: US 43, Year Built: 1957, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,510 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,475 (year 2027), Design Load: H 20, Features Intersected: BAYOU SARA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,299,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5852, Location: JCT SR 213 (Lat: 30.837500, Lng: -88.075000), Route carried "on" structure: US 43, Year Built: 1957, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,510 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,475 (year 2027), Design Load: H 20, Features Intersected: BAYOU SARA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: January 2007, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,299,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7158, Location: 1.3 MI. W. CO. 55 (Lat: 30.750000, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 925 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 1,550 (year 2023), Design Load: H 10, Features Intersected: BAYOU SARA, Facility Carried by Structure: LAFITTE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.310, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.95m (12.96ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2008, Underwater Inspection Date: October 2001, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $43,000, Total Project Cost: $649,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9267, Location: I-65 @ SR 158 & SR 213 (Lat: 30.809444, Lng: -88.116667), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 30,965 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 32,141 (year 2027), Design Load: HS 20, Features Intersected: SR 158 & SR 213 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.991, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,136,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,704,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9268, Location: I-65 @ SR 158 & SR 213 (Lat: 30.804722, Lng: -88.113889), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 30,965 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 32,141 (year 2027), Design Load: HS 20, Features Intersected: SR 158 & SR 213 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.991, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,136,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,704,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9269, Location: 1.4 MI N SR 158 (Lat: 30.821389, Lng: -88.120833), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 44,290 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 46,150 (year 2027), Design Load: HS 20, Features Intersected: NORTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,584,000 ( Estimate for 2008) Find on map >>
Structure Number: 927, Location: 2.2 MI N SR 158 (Lat: 30.837222, Lng: -88.100278), Route carried "on" structure: County highway 41, Year Built: 1967, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 16,580 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 24,187 (year 2026), Design Load: H 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.39m (34.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,217,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,826,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9271, Location: 0.3 MI N CELESTE ROAD (Lat: 30.821944, Lng: -88.108333), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 34,410 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 35,717 (year 2027), Design Load: HS 20, Features Intersected: BAYOU SARA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,626,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,439,000 ( Estimate for 2008) Find on map >>
Structure Number: 9273, Location: 3.61 MI N SR 158 (Lat: 30.848333, Lng: -88.077500), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 1,460 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,225 (year 2021), Design Load: H 20, Features Intersected: I-65, Facility Carried by Structure: BAKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,113,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,669,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11679, Location: SHELTON BEACH ESTATES (Lat: 30.800000, Lng: -88.116667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 525 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2024), Design Load: H 15, Features Intersected: NORTON CREEK, Facility Carried by Structure: SCOTT DRIVE WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $22,000, Total Project Cost: $331,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11682, Location: SHELTON BEACH ESTATES (Lat: 30.816667, Lng: -88.116667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2023), Design Load: H 15, Features Intersected: NORTON CREEK, Facility Carried by Structure: SCOTT DRIVE EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $319,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14337, Location: 1.1 MI N W I65 (Lat: 30.816667, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 1988, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,750 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 15,750 (year 2023), Design Load: HS 20, Features Intersected: BAYOU SARA CREEK, Facility Carried by Structure: CELESTE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,075,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,613,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1752, Location: I-65 @ SR 158/213 (Lat: 30.801111, Lng: -88.118889), Route carried "on" structure: Ramp Interstate 65, Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,193 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,428 (year 2027), Design Load: HS 20, Features Intersected: SR 158/213 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.991, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,651,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9267, Location: I-65 SB @ SR 158 & 213 (Lat: 30.809444, Lng: -88.116667), Route carried "under" structure: State highway 158, Year Built: 1967, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 7,120 (year 2007), Truck Traffic: 12%, Features Intersected: I-65 SB, Facility Carried by Structure: I-65 SB Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 3.499, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 9267, Location: I-65 @ SR 158 & SR 213 (Lat: 30.809444, Lng: -88.116667), Route carried "under" structure: State highway 213, Year Built: 1967, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,360 (year 2007), Truck Traffic: 3%, Features Intersected: I-65 @ SR 158 & SR 213, Facility Carried by Structure: I-65 SB Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 4.141, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 9268, Location: I-65 @ SR 158 & SR 213 (Lat: 30.804722, Lng: -88.113889), Route carried "under" structure: State highway 158, Year Built: 1967, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 7,120 (year 2007), Truck Traffic: 12%, Features Intersected: I-65 NB, Facility Carried by Structure: I-65 NB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 3.499, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 9268, Location: I-65 @ SR 158 & SR 213 (Lat: 30.804722, Lng: -88.113889), Route carried "under" structure: State highway 213, Year Built: 1967, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,360 (year 2007), Truck Traffic: 3%, Features Intersected: I-65 NB, Facility Carried by Structure: I-65 NB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 4.141, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 927, Location: 2.2 MI N SR 158 (Lat: 30.837222, Lng: -88.100278), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 44,290 (year 2007), Truck Traffic: 14%, Features Intersected: I-65, Facility Carried by Structure: CELESTE RD (CR41) Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 24.433, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 9273, Location: 3.61 MI N SR 158 (Lat: 30.848333, Lng: -88.077500), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 34,410 (year 2007), Truck Traffic: 16%, Features Intersected: I-65, Facility Carried by Structure: BAKER RD Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 26.828, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 1752, Location: I-65 @ AL 158/213 (Lat: 30.801111, Lng: -88.118889), Route carried "under" structure: State highway 158, Year Built: 2001, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 7,120 (year 2007), Truck Traffic: 12%, Features Intersected: AL 158/213, Facility Carried by Structure: I-65 ON RAMP Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 3.499, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft) Discuss this city on our hugely popular Alabama forum Back to: Saraland, AL, Alabama, All US cities.
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