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Bridge Statistics for Martinez, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 62ft / 18.6mTotal length
  • $23,321,000Total costs
  • 166,270Total average daily traffic
  • 1,659Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Martinez
  • No street view available for this location

New bridges in Martinez, GA - historical statistics
  • New bridges - historical statistics
  • 21960-1969
  • 51980-1989
  • 12000-2009
  • 12010-2019
Reconstructed bridges in Martinez, GA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 21990-1999
Average Bridge Daily Traffic in Martinez, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Very good
  • 66.7%Good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 66.7%Very good
  • 33.3%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 66.7%Very good
  • 33.3%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 25.0%Good
  • 25.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 730009,  Location: 2.6 MI NW OF MARTINEZ (Lat: 33.521678,  Lng: -82.117061),  Route carried "on" structure: State highway 104,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 35,440 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,160 (year 2032),  Design Load: HS 20,  Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000
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Structure Number: 730035,  Location: 1.7 MI S OF SR-232 (Lat: 33.482519,  Lng: -82.131392),  Route carried "on" structure: State highway 383,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 27,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,650 (year 2032),  Design Load: HS 20,  Features Intersected: I-20,  Facility Carried by Structure: BELAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,051,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $3,076,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730048,  Location: 1.6 MI N OF MARTINEZ (Lat: 33.538581,  Lng: -82.080292),  Route carried "on" structure: State highway 28,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 20,910 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,365 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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,  Inspection Date: June 2021,  Bridge Improvement Cost: $355,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $533,000
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Structure Number: 73501,  Location: 1.3 MI E OF EVANS (Lat: 33.534478,  Lng: -82.104558),  Route carried "on" structure: County highway 627,  Year Built: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,170 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,755 (year 2032),  Design Load: H 15,  Features Intersected: REED CREEK,  Facility Carried by Structure: BLUE RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000
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Structure Number: 735011,  Location: 1.3 MI NE OF MARTINEZ (Lat: 33.531011,  Lng: -82.060828),  Route carried "on" structure: County highway 647,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,470 (year 2032),  Design Load: H 15,  Features Intersected: REED CREEK TRIB.,  Facility Carried by Structure: WATERVALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County 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)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000
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Structure Number: 735012,  Location: 1.7 MI NE OF MARTINEZ (Lat: 33.538428,  Lng: -82.057192),  Route carried "on" structure: County highway 818,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,425 (year 2032),  Design Load: H 15,  Features Intersected: REED CREEK TRIB.,  Facility Carried by Structure: STEVENS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000
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Structure Number: 735013,  Location: 1.4 MI NW OF MARTINEZ (Lat: 33.531186,  Lng: -82.091589),  Route carried "on" structure: County highway 852,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,900 (year 2032),  Design Load: H 15,  Features Intersected: REED CREEK TRIB.,  Facility Carried by Structure: THE PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000
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Structure Number: 735022,  Location: 2 MI NE OF MARTINEZ (Lat: 33.541178,  Lng: -82.053250),  Route carried "on" structure: County highway 127,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10,490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: REEDS CREEK,  Facility Carried by Structure: STEVENS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $246,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 735029,  Location: 1 MI SE OF EVANS (Lat: 33.529294,  Lng: -82.113211),  Route carried "on" structure: County highway 176,  Year Built: 2016,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 11,030 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: OLD EVANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $12,432,000,  Roadway Improvement Cost: $1,243,000,  Total Project Cost: $18,648,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730035,  Location: 1.7 MI S OF SR-232 (Lat: 33.482519,  Lng: -82.131392),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 49,600 (year 2010),  Truck Traffic: 1%,  Features Intersected: SR 383 BELAIR ROAD,  Facility Carried by Structure: BELAIR ROAD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 312.213,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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