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

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Structure Number: 240720016701019,  Location: 0.10 MI S OF LP 375 (Lat: 31.896614,  Lng: -106.441492),  Route carried "on" structure: US 54,  Year Built: 1942,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 59,552 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,010 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.091,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 39 degrees,  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: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 24072001670102,  Location: 0.05 MI S OF LP 375 (Lat: 31.897736,  Lng: -106.441533),  Route carried "on" structure: US 54,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 59,552 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,010 (year 2037),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.224,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 57.3m (188.0ft),  Skew: 39 degrees,  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: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 240720016701024,  Location: INTERSECTION I10 & US54 (Lat: 31.779478,  Lng: -106.442114),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Open,  Structure Length: 61.42m (201.51ft),  Average Daily Traffic: 9,520 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,320 (year 2027),  Design Load: HS 20,  Features Intersected: RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.772,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 25,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720016701026,  Location: 0.95 MI N OF LP 375 (Lat: 31.913144,  Lng: -106.441839),  Route carried "on" structure: US 54,  Year Built: 2005,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 24,400 (year 2037),  Design Load: HL 93,  Features Intersected: SUN VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.824,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 240720016701028,  Location: INTERSECTION I10 & US54 (Lat: 31.775128,  Lng: -106.444028),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1973,  Status: Open,  Structure Length: 79.49m (260.79ft),  Average Daily Traffic: 22,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,090 (year 2030),  Design Load: HS 20,  Features Intersected: DURAZNO ROSA MARR RAD GT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.249,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 14,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072001670103,  Location: INTERSECTION I10 & US54 (Lat: 31.778236,  Lng: -106.441556),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Not yet open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 9,410 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,170 (year 2033),  Design Load: HS 20,  Features Intersected: DURAZNO POND
Minimum Vertical Clearance: 13.11m (43.01ft),  Kilometerpoint: 9.770,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701032,  Location: INTERSECTION I10 & US54 (Lat: 31.778392,  Lng: -106.439978),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 9,520 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,320 (year 2030),  Design Load: HS 20,  Features Intersected: DURAZNO POND
Minimum Vertical Clearance: 14.02m (46.00ft),  Kilometerpoint: 9.725,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701034,  Location: 0.4 MI W OF RAYNOLDS (Lat: 31.777158,  Lng: -106.435883),  Route carried "on" structure: Interstate 110,  Year Built: 1973,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 22,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,090 (year 2030),  Design Load: HS 20,  Features Intersected: SPILLWAY,  Facility Carried by Structure: IH 10 EB ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701035,  Location: 0.65 MI N OF IH 10 (Lat: 31.787533,  Lng: -106.441878),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 230 (year 2013),  Average Future Daily Traffic: 330 (year 2033),  Design Load: HS 20,  Features Intersected: US 54 SB OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701036,  Location: 0.50 MI N OF IH 10 (Lat: 31.784847,  Lng: -106.440575),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 230 (year 2013),  Average Future Daily Traffic: 330 (year 2033),  Design Load: HS 20,  Features Intersected: US 54 NB OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.599,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701039,  Location: 0.3 MI S OF LP 478 (Lat: 31.846625,  Lng: -106.440142),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: US 54,  Facility Carried by Structure: JULIAN AVE TANK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072001670104,  Location: JCT I-110 & US 54 (Lat: 31.771092,  Lng: -106.447125),  Route carried "on" structure: Interstate 110,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,440 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.723,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 71.6m (234.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  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: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 240720016701041,  Location: 0.20 MI N OF US 62 (Lat: 31.770333,  Lng: -106.447697),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1972,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 26.58m (87.20ft),  Average Daily Traffic: 1,240 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,740 (year 2033),  Design Load: HS 20,  Features Intersected: US 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.560,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701044,  Location: 1.6 MI N OF IH 10 (Lat: 31.800192,  Lng: -106.440997),  Route carried "on" structure: US 54,  Year Built: 1978,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 47,227 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,880 (year 2033),  Design Load: HS 20,  Features Intersected: PERSHING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.085,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701045,  Location: 1.6 MI N OF IH 10 (Lat: 31.800311,  Lng: -106.440753),  Route carried "on" structure: Ramp US 54,  Year Built: 1978,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 9,410 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,170 (year 2033),  Design Load: HS 20,  Features Intersected: PERSHING DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.089,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701046,  Location: 1.8 MI N OF IH 10 (Lat: 31.803583,  Lng: -106.442539),  Route carried "on" structure: ServiceUS 54,  Year Built: 1974,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 22,990 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,180 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.374,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701047,  Location: 1.8 MI N OF IH 10 (Lat: 31.803806,  Lng: -106.441950),  Route carried "on" structure: US 54,  Year Built: 1978,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 29,020 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,620 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.456,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701048,  Location: 0.1 MI N OF FORREST RD (Lat: 31.814536,  Lng: -106.440572),  Route carried "on" structure: Ramp US 54,  Year Built: 1976,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 2,290 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,210 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.639,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072001670105,  Location: 0.7 MI N OF VAN BUREN (Lat: 31.824678,  Lng: -106.436294),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 38.95m (127.79ft),  Average Daily Traffic: 29,877 (year 2013),  Average Future Daily Traffic: 29,877 (year 2030),  Design Load: HS 20,  Features Intersected: US 54,  Facility Carried by Structure: RAILROAD DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.943,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701051,  Location: 1.8 MI S OF L478(DYER ST) (Lat: 31.825797,  Lng: -106.438053),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: FRED WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.176,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701052,  Location: 1.6 MI S OF L478(DYER ST) (Lat: 31.830275,  Lng: -106.439331),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: BROADDUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.718,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701053,  Location: 0.25 Mi S of Cassidy RD (Lat: 31.807772,  Lng: -106.442736),  Route carried "on" structure: US 54,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 50,132 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,300 (year 2031),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.939,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 240720016701055,  Location: 0.80 MI N OF LP 375 (Lat: 31.910733,  Lng: -106.441872),  Route carried "on" structure: US 54,  Year Built: 1942,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40,944 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,020 (year 2037),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.655,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 240720016701063,  Location: INTERSECTION I10 & US54 (Lat: 31.778789,  Lng: -106.440800),  Route carried "on" structure: Ramp US 54,  Year Built: 1973,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,410 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,170 (year 2033),  Design Load: HS 20,  Features Intersected: DURAZNO POND
Minimum Vertical Clearance: 14.33m (47.01ft),  Kilometerpoint: 9.746,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701064,  Location: 0.45 MI N OF IH 10 (Lat: 31.783569,  Lng: -106.441211),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 19,970 (year 2009),  Average Future Daily Traffic: 25,000 (year 2027),  Design Load: H 20,  Features Intersected: US 54,  Facility Carried by Structure: MONTANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.528,  Lanes on structure: 5,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $66,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701065,  Location: 0.40 MI N OF US 62 (Lat: 31.773111,  Lng: -106.444928),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 3,340 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,680 (year 2033),  Design Load: HS 20,  Features Intersected: SH 20 (ALAMEDA)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.946,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701067,  Location: 1.8 MI S OF L478(DYER ST) (Lat: 31.825786,  Lng: -106.438172),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: FRED WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.176,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701068,  Location: 1.6 MI S OF L478 (DYER) (Lat: 31.830781,  Lng: -106.439933),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: BROADDUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.718,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701069,  Location: 0.7 MI S OF L478(DYER ST) (Lat: 31.841011,  Lng: -106.439653),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: ELLERTHORPE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.914,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072001670107,  Location: 0.7 MI S OF L478(DYER ST) (Lat: 31.841578,  Lng: -106.440175),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 31,410 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,970 (year 2033),  Design Load: HS 20,  Features Intersected: ELLERTHORPE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.914,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701071,  Location: JCT US 54 & LOOP 478 (Lat: 31.851156,  Lng: -106.440211),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 36,170 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,640 (year 2033),  Design Load: HS 20,  Features Intersected: DYER ST (LP 478)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.168,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701072,  Location: JCT US 54 & LOOP 478 (Lat: 31.851156,  Lng: -106.440333),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 36,170 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,640 (year 2033),  Design Load: HS 20,  Features Intersected: DYER ST (LP 478)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.137,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701073,  Location: 0.2 MI N OF L478(DYER ST) (Lat: 31.854986,  Lng: -106.440333),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 30,934 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,640 (year 2033),  Design Load: HS 20,  Features Intersected: HERCULES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.511,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701074,  Location: 0.2 MI N OF L478(DYER ST) (Lat: 31.854975,  Lng: -106.440442),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 33,729 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,640 (year 2033),  Design Load: HS 20,  Features Intersected: HERCULES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.511,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701076,  Location: 1.2 MI N OF L478(DYER ST) (Lat: 31.869367,  Lng: -106.440803),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 33,729 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,270 (year 2033),  Design Load: HS 20,  Features Intersected: HONDO PASS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.126,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701077,  Location: 1.2 MI N OF L478(DYER ST) (Lat: 31.869344,  Lng: -106.440711),  Route carried "on" structure: US 54,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 30,934 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,270 (year 2033),  Design Load: HS 20,  Features Intersected: HONDO PASS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.126,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701085,  Location: 0.3 MI S OF FRED WILSON (Lat: 31.821667,  Lng: -106.438731),  Route carried "on" structure: US 54,  Year Built: 1976,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 50,132 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,250 (year 2033),  Design Load: H 20,  Features Intersected: HAYES ST DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.557,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 240720016701086,  Location: 2.2 MI N OF L478(DYER) (Lat: 31.883056,  Lng: -106.441183),  Route carried "on" structure: US 54,  Year Built: 1987,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 33,977 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,500 (year 2033),  Design Load: HS 20,  Features Intersected: DIANA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.591,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701087,  Location: 2.2 MI. N OF L478(DYER) (Lat: 31.882675,  Lng: -106.440858),  Route carried "on" structure: US 54,  Year Built: 1987,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 34,640 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,500 (year 2033),  Design Load: HS 20,  Features Intersected: DIANA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.591,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 240720016701088,  Location: 3.27 MI N OF BU 54 (DYER) (Lat: 31.899017,  Lng: -106.441517),  Route carried "on" structure: US 54,  Year Built: 1987,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 25,720 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,010 (year 2037),  Design Load: HS 20,  Features Intersected: LP 375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.352,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720016701089,  Location: 3.27 MI N OF BU 54 (DYER) (Lat: 31.897961,  Lng: -106.441206),  Route carried "on" structure: US 54,  Year Built: 1987,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 25,720 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,010 (year 2037),  Design Load: HS 20,  Features Intersected: LP 375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.352,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place