Bridge 9 Bridge_Summary_4 - Arizona_ 8250_2012.pdf

PDF 2 MB Posted

Attached to
Bridge Inspection and Assessment - Prescott NF
Solicitation number
127EAX26Q0013
Issued by

About this file

This is a Bridge Summary Report documenting the condition and characteristics of a county highway bridge in Arizona. The bridge, identified as Structure Number 8250, carries Tower Mountain Road over a wash approximately 26.35 miles west of Interstate 17 in Yavapai County's Northwest district. Built in 1955 and maintained by the County Highway Agency, the bridge consists of two concrete continuous slab spans with a total length of 44 feet and a maximum span length of 21 feet. The structure accommodates one lane of traffic with an inventory route minimum vertical clearance of 15.9 feet and a bridge roadway width of 14.1 feet curb-to-curb.

The most recent inspection was conducted in September 2011 with a designated inspection frequency of 24 months. The bridge currently carries an average daily traffic of 150 vehicles (5 percent trucks) and is projected to experience 160 vehicles daily by 2030. While the deck, superstructure, and channel protection conditions are rated satisfactory, the deck geometry appraisal of 2 indicates an intolerable condition requiring high-priority replacement. Multiple safety features—including bridge railings, transitions, approach guardrails, and guardrail ends—do not meet currently acceptable standards. The structural evaluation appraisal is rated 6 (equal to present minimum criteria), and the bridge maintains an operating and inventory rating of 35.7 US tons with posting equal to or above legal loads. The overall bridge condition is classified as Fair (F).

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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): 26.35 mi W Jct I 17

Mile Point, miles (11 ): 0

Latitude, decimal (16): 34.205

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): 15.9

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): 14.1

Length of Maximum Span , ft. (48): 21

Structure Length, ft. (49): 44

Left Curb/Sidewalk Width , ft. (50A): 0.7

Right Curb/Sidewalk Width, ft. (50B): 0.7

Bridge Roadway Width Curb to Curb, ft. (51) : 14.1

Deck Width - Out to Out, ft. (52): 16.4

Minimum Vertical Clearance Over Bridge Roadway, ft. (53): 16

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): 721.2

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):

8250 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 ): 6 - Channel re ...

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

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

Deck Geometry Appraisal (68): 2 - Intolerable; High Priority Replace .. .

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): 150

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): 5

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

Future Average Daily Traffic (114): 160

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 Clearance could be to the phone/power line above

Barrett McMurtry Sticky Note Should not have this value if this is actually "Bridge 9"

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 .