Bridge 10 Bridge_Summary_4 - Arizona_ 8251_2012 1.pdf

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Bridge Inspection and Assessment - Prescott NF
Solicitation number
127EAX26Q0013
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About this file

This is a Bridge Summary Report documenting the inspection and condition assessment of a county-maintained bridge structure in Arizona. The bridge, designated Structure Number 8251, crosses a wash on Tower Mountain Road approximately 26.39 miles west of Junction I-17 in Yavapai County's Northwest district. Built in 1955, the bridge is a two-span concrete continuous slab structure with a total length of 46.9 feet and deck area of 754.2 square feet. The bridge carries one lane of traffic in both directions on a rural local road with average daily traffic of 89 vehicles (1 percent trucks) and projected future traffic of 99 vehicles by 2030. The structure is maintained and owned by the County Highway Agency and carries free road traffic over a waterway.

The September 2011 inspection rated the bridge in fair overall condition with satisfactory deck and superstructure ratings (6) and good substructure condition (7). The bridge railings, transitions, approach guardrail, and bridge guardrail ends do not meet current standards. Operating and inventory load ratings are 35.7 US tons, with the bridge posted as equal to or above legal loads. The bridge has a 13.8-foot curb-to-curb roadway width, 23-foot maximum span, and 100-foot vertical clearance. The structure is not scour-critical, has stable foundations, and was not designated for fracture critical, underwater, or special inspections. The inspection frequency is every 24 months. The bridge is not on the National Highway System, is not designated STRAHNET, and is not on the National Truck Network. A 98.8-mile bypass/detour length is available.

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Bridge Summary Report

State Name (1 ): 4 -Arizona

Identification and Location

Highway Agency District (2): 88 - Northwest

County Name (3): 025 - Yavapai County

Place Code (4): 0

Features Intersected (6A): Wash

Facility Carried By Structure (7): Tower Mountain Rd

Location (9): 26.39 mi W Jct I 17

Mile Point, miles (11 ): 0

Latitude, decimal (16): 34.206665

Longitude, decimal (17): -112.33833

Structure Number (8):

Maintenance Responsibility (21 ): 2 - County Highway Agency

Owner (22): 2 - County Highway Agency

Year Built (27): 1955

Historical Significance Code (37): 5 - Not National Register eligible

Neighboring State Code (98A):

Neighboring State Percent Responsibility (98B): 0

Border Bridge Structure Number (99):

Parallel Structure Designation Code (101 ): N - No parallel structure

Year Reconstructed (106): 0

Structure Type and Materials

Main Span Material (43A): 2 - Concrete Continuous

Main Span Design (43B): 1 - Slab

Approach Spans Material (44A): 0 - Other Material Main or N/A (No Ot ...

Approach Spans Design (44B): 0

Number of Spans in Main Unit (45): 2

Number of Approach Spans (46): 0

Deck Structure Type Code (107): 1 - Concrete Cast-in-Place

Wearing Surface Type Code (108A): 1 - Monolithic Concrete

Membrane Type Code (108B): 0 - None

Deck Protection Code (108C): 0 - None

Dimensions and Clearances

Inventory Route - Minimum Vertical Clearance, ft. (10): "9999"

Approach Roadway Width , ft. (32): 11.8

Bridge Median Code (33): 0 - No Median

Skew Angle, degrees (34): 0

Structure Flared (35): 0 - No flare

Navigation Control Code (38): 0 - No Permit Required

Navigation Vertical Clearance, ft. (39): 0

Navigation Horizontal Clearance, ft. (40): 0

Inventory Route Total Horizontal Clearance, ft. (47): 13.8

Length of Maximum Span, ft. (48): 23

Structure Length , ft. (49): 46.9

Left Curb/Sidewalk Width , ft. (50A): 1

Right Curb/Sidewalk Width , ft. (50B): 1

Bridge Roadway Width Curb to Curb, ft. (51 ): 13.8

Deck Width - Out to Out, ft. (52): 16.1

Minimum Vertical Clearance Over Bridge Roadway, ft. (53): 100

Minimum Vertical Underclearance, ft. (54B): "000"

Minimum Lateral Underclearance on Right, ft. (55B): 99.7

Minimum Lateral Underclearance on Left, ft. (56): "000"

Pier Abutment Protection Code ( 111 ):

Minimum Vertical Clearance - Lift Bridge, ft. (116): 0

Deck Area , sq. ft. (CAT29): 754.2

Inspection

Inspection Date (90): September 2011

Designated Inspection Frequency (91 ): 24

Fracture Critical Details (92A): NOD

Underwater Inspection (92B): NOD

Other Special Inspection (92C): NOD

Fracture Critical Detail Date (93A):

Underwater Inspection Date (93B):

Other Special Inspection Date (93C):

8251 Inspection Date (90): September 2011

Condition Rating and Evaluation

Bridge Railings (36A): 0 - Does not meet currently acceptable standa ...

Transitions (36B): 0 - Does not meet currently acceptable standards

Approach Guardrail (36C): 0 - Does not meet currently acceptable sta .. .

Bridge Guardrail Ends (36D): 0 - Does not meet currently acceptable .. .

Deck Condition Rating (58): 6 - Satisfactory Condition

Superstructure Condition Rating (59): 6 - Satisfactory Condition

Substructure Condition Rating (60): 7 - Good Condition

Channel and Channel Protection Condition Rating (61 ): 7 - Channel re ...

Culverts Condition Rating (62): N - Not a culvert

Structural Evaluation Appraisal (67): 6 - Equal to Present Minimum C ...

Deck Geometry Appraisal (68): 5 - Better Than Minimum Adequacy

Underclearance Appraisal Vertical and Horizontal (69): N - N/A

Waterway Adequacy Appraisal (71 ): 8 - Equal to Present Desirable Cri .. .

Approach Alignment Appraisal (72): 6 - Equal to Present Minimum Grit .. .

Scour Critical Bridges Code (113): 5 - Foundations Stable

Bridge Condition (CAT10): F - Fair

Load Rating and Posting

Design Load Descriptor (31 ): 0 - Unknown

Structure Operational Status Code (41 ): A- Open

Operating Rating Method Code (63): 5 - No rating analysis or evaluat ...

Operating Rating, US tons (64): 35.7

Inventory Rating Method Code (65): 5 - No rating analysis or evaluat ...

Inventory Rating , US tons (66): 35.7

Bridge Posting Code (70): 5 - Equal to or above legal loads

Traffic and Roadway Data

Record Type (5A): 1 - On Structure

Route Signing Prefix Code (5B): 4 - County Highway

Designated Level of Service Code (5C): 0 - Other Not Listed

Route Number (5D): 00000

Directional Suffix Code (5E): 0 - Not Applicable

Base Highway Network (12): 0 - Not on Base Network

Bypass or Detour Length , miles (19): 98.8

Toll Status (20): 3 - On Free Road

Functional Class Of Inventory Route (26): 9 - Rural Local

Lanes On the Structure (28A): 1

Lanes Under the Structure (28B): 0

Average Daily Traffic (29): 89

Year of Average Daily Traffic (30): 2009

Type of Service on Bridge Code (42A): 1 - Highway

Type Of Service Under Bridge Code (42B): 5 - Waterway

STRAHNET Highway Designation (100): 0 - Not STRAHNET

Direction of Traffic Code (102): 3 - One lane bridge for 2 - way tra ...

Inventory Route NHS Code (104): 0 - Not on NHS

Federal Lands Highways Code (105): 0 - N/A

Average Daily Truck Traffic (Percent ADT) (109): 1

Designated National Truck Network Code (110): 0 - Not on National Tr ...

Future Average Daily Traffic (114): 99

Year of Future Average Daily Traffic (115): 2030

MPO, Political Districts, and Cities

Metropolitan Planning Organization (MPO):

U.S. Congressional District:

State Senate District:

State House District:

City (lnfoBridge Place Code-Name):

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

Barrett McMurtry Highlight

File details come from the government source that posted it. Updated .