Arizona Secretary of State - Ken Bennett


 
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Supp. 13-3
RULE INTERPRETATION:
The Office of the Secretary of State does not interpret or enforce rules in the Administrative Code. Questions should be directed to the state agency responsible for the promulgation of the rule as provided:
Name: John Lindley
Agency: Department of Transportation
Address:206 S. 17th Ave., Mail Drop 140A
Phoenix, AZ 85007
Telephone: (602) 712-8804

TITLE 17. TRANSPORTATION

CHAPTER 6. DEPARTMENT OF TRANSPORTATION
OVERSIZE AND OVERWEIGHT SPECIAL PERMITS

Editor’s Note: 17 A.A.C. 6, consisting of Articles 1 through 5, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

ARTICLE 1. GENERAL PROVISIONS

Article 1, consisting of Sections R17-6-101 through R17-6-112, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

Section

R17-6-101. General Provision; Definitions; Time of Day

R17-6-102. Threshold Dimensions; Special Permit Exemptions

Table 1. Threshold Dimensions

R17-6-103. General Application Procedure for Special Permits

R17-6-104. Additional Special Permit Requirements and Restrictions; Engineering Analysis

R17-6-105. Special Permit Limitation

R17-6-106. Special Permit Extension

R17-6-107. Special Permit Confiscation

R17-6-108. Traffic Control Plan

R17-6-109. Special Permit Denial

R17-6-110. Liability

R17-6-111. Administrative Hearing

R17-6-112. Emergency Operation Provision

R17-6-113. Electronic Access to Local Permit Ordinances and Rules

ARTICLE 2. SPECIAL PERMIT CLASSES AND FEES

Article 2, consisting of Sections R17-6-201 through R17-6-210, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

Section

R17-6-201. Class A Oversize and Overweight Special Permits - Specified Non-reducible Vehicle, Load, or Combination

R17-6-202. Class B Oversize Special Permit - Specified Non-reducible Vehicle and Load Combination

R17-6-203. Class B - Type R Oversize Recreational Vehicle Special Permit - Commercial Transport

R17-6-204. Class C Oversize and Overweight Special Permits - Specified Non-reducible Vehicle, Load, or Combination Over Class A Limits

R17-6-205. Class D Oversize and Overweight Special Permit - Self-propelled Mobile Crane, Drilling Rig, or Similar Specialty Equipment

R17-6-206. Class E Oversize and Overweight Special Permits - Reducible Multiple Trailer LCVs

Table 2. Class E LCV Special Permit and Issuance Criteria

R17-6-207. Repealed

R17-6-208. Class G Overwidth Special Permits - Specified Vehicle or Combination with Reducible Load Over Legal Width

R17-6-209. Class H Overwidth Special Permit - Specified Vehicle and Watercraft Load Combination

R17-6-210. Envelope Permits - Non-specific and Non-reducible Vehicle or Load

R17-6-211. Western Regional Permit

R17-6-212. Class C Overweight, or Oversize and Overweight, Special Permit - Tridem Axle Group Configurations

Table 6. Class C Overweight, or Oversize and Overweight, Special Permit Routes and Restrictions for Tridem Axle Group Configurations

Table 7. Maximum Permitted Weight Computations: Tridem Axle Group Configurations

ARTICLE 3. SAFETY REQUIREMENTS

Article 3, consisting of Sections R17-6-301 through R17-6-308, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

Section

R17-6-301. General Safety Requirements

R17-6-302. Warning Flag Requirements

Ill. 1. Warning Flag Configurations

R17-6-303. Sign Requirements

Ill. 2. “OVERSIZE LOAD” Sign

R17-6-304. Lighting Device Requirements

Ill. 4. Safety Lighting Configurations

R17-6-305. Escort Vehicles

R17-6-306. Traffic Control Provisions

R17-6-307. Projecting Load or Vehicle

R17-6-308. Permittee or Driver Obligation to Notify Utility Companies of Overheight Transport

ARTICLE 4. TRANSPORT PROVISIONS

Article 4, consisting of Sections R17-6-401 through R17-6-412, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

Section

R17-6-401. General Highway Operations

R17-6-402. Speed Restriction

R17-6-403. Weather Restrictions; Hazardous Conditions

R17-6-404. Metropolitan Curfew Transport Restriction

R17-6-405. Weekend Transport Allowance

R17-6-406. Holiday Transport Restriction

R17-6-407. Route-specific and Permit-specific Transport Restrictions

R17-6-408. Continuous Travel

R17-6-409. Night Transport Restriction

R17-6-410. Special Mobile Home Towing Restriction

R17-6-411. Maximum Permitted Weights

Table 3.01. Maximum Permitted Weight Computations: Axle Width - 8 feet

Table 3.02. Maximum Permitted Weight Computations: Axle Width - 8 feet 3 inches

Table 3.03. Maximum Permitted Weight Computations: Axle Width - 8 feet 6 inches

Table 3.04. Maximum Permitted Weight Computations: Axle Width - 8 feet 9 inches

Table 3.05. Maximum Permitted Weight Computations: Axle Width - 9 feet

Table 3.06. Maximum Permitted Weight Computations: Axle Width - 9 feet 3 inches

Table 3.07. Maximum Permitted Weight Computations: Axle Width - 9 feet 6 inches

Table 3.08. Maximum Permitted Weight Computations: Axle Width - 9 feet 9 inches

Table 3.09. Maximum Permitted Weight Computations: Axle Width - 10 feet

Ill. 3. Overweight Axle Groups

R17-6-412. Highway-specific Restrictions, Requirements, Conditions, and Allowances

Table 4. Permanent Highway Restrictions, Requirements, Conditions, and Allowances

R17-6-413. Page-Lake Powell Area Houseboat Transport Provisions

Table 5. Page-Lake Powell Area Highways

R17-6-414. Lake-specific Weekend and Holiday Transport Exception

R17-6-415. Emergency Expired

ARTICLE 5. ENVELOPE PERMIT SPECIAL PROVISIONS

Article 5, consisting of Sections R17-6-501 through R17-6-505, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

Section

R17-6-501. Envelope Permit Required Recordkeeping

R17-6-502. Envelope Permit Suspension Point System

R17-6-503. Envelope Permit Suspension; Revocation; Enforcement

R17-6-504. Notice of Point Assessment, Denial, Suspension, or Revocation

R17-6-505. Envelope Permit Reapplication

R17-6-506. Page-Lake Powell Area Houseboat Hauling Envelope Permit

ARTICLE 1. GENERAL PROVISIONS

Article 1, consisting of Sections R17-6-101 through R17-6-112, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

R17-6-101. General Provision; Definitions; Time of Day

A. General Provision. The Department shall issue and regulate oversize and overweight special permits as provided under this Chapter. The Department implements these Sections under authority of A.R.S. §§ 28-366, 28-1103, 28-1104, and 28-7045, in collaboration with the Overdimensional Permit Council as prescribed under A.R.S. § 28-1150.

B. Definitions. In addition to the definitions prescribed under A.R.S. §§ 28-101 and 28-601, the following terms apply to this Chapter:

“AASHTO” means the American Association of State Highway Transportation Officials.

“ADOT” means the Arizona Department of Transportation.

“Applicant” means a person or entity seeking to obtain a special permit or envelope permit from the Department under A.R.S. Title 28, Chapter 3, Article 18 or 19, and this Chapter.

“Appurtenance” means any not readily removable manufacturer-installed or dealer-installed fixture attached to a vehicle or load that increases a peripheral dimension of the vehicle or load.

“Arizona Central Commercial Permits” means the statewide ADOT ECD office for oversize and overweight special permit applications and information:

1225 N. 25th Avenue

Phoenix, Arizona 85009

Voice line: (602) 712-8851

Facsimile: (602) 272-1887

Internet: www.azdot.gov/mvd/commercialenforcement/permrequest-forms.asp

 

“Cargo carrying unit” has the same meaning as prescribed under A.R.S. § 28-1103.

“Certified law enforcement officer” means a person who is an active duty Arizona peace officer standards and training board certified peace officer.

“Class C Maintenance Permit Services” means the statewide ADOT office for class C oversize and overweight special permit applications and information:

206 S. 17th Avenue, Mail Drop 004R

Phoenix, AZ 85007

Voice: (602) 712-8176 or (602) 712-8280

Fax: (602) 712-3380

Internet: www.azdot.gov

“Combination vehicle” has the same meaning as prescribed under A.R.S. § 28-101, “combination of vehicles,” but excludes a mobile home.

“Continuous travel” means to operate a vehicle continuously throughout any 24-hour period, except as provided under R17-6-404.

“ECD” means ADOT’s Enforcement and Compliance Division.

“Envelope” has the same meaning as prescribed under A.R.S. § 28-1141 encompassing the outermost dimensions of a load or vehicle as prescribed under A.R.S. § 28-1144, without exceeding the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411.

“Envelope permit” has the same meaning as prescribed under A.R.S. § 28-1141, which:

Restricts the loads to non-reducible only,

Allows unlimited trips within the permit’s validity period,

Allows the permitted carrier unlimited load changes,

Requires a transported load to meet envelope dimensional criteria,

Restricts operation to certain routes, and

Excludes the transporting of a mobile home.

“Established place of business” means a permanent site or location where an oversize or overweight special permit holder conducts business.

“Highway” has the same meaning as prescribed under A.R.S. § 28-101, “street” or “highway.”

“Highway feature” means a roadway, structure, traffic control device, right-of-way, or any item connected with highway travel.

“IFTA license” means an interstate user license issued by an applicant’s base jurisdiction for fuel tax purposes under the International Fuel Tax Agreement as provided under A.R.S. Title 28, Chapter 16, Article 2.

“Law enforcement escort” means a uniformed certified law enforcement officer in a fully marked patrol vehicle that accompanies an oversize or overweight special permitted vehicle.

“LCV” means longer combination vehicle, which has the same meaning as prescribed under 23 CFR 658.5.

“Legal weight” means within the maximum gross weight limitations prescribed under A.R.S. § 28-1100 and R17-6-102, Table 1.

“Mobile home” has the same meaning as prescribed under A.R.S. § 28-2001, which encompasses both a mobile home and a manufactured home as more specifically prescribed under A.R.S. § 41-2142.

“Mountain Standard Time” means the standard time in Arizona as prescribed under 49 CFR 71 and A.R.S. § 1-242.

“Non-reducible load or vehicle” has the same meaning as prescribed under 23 CFR 658.5, “nondivisible load or vehicle.”

“Oversize” means a size of vehicle, combination of vehicles, or vehicle and load combination that exceeds a maximum size limitation provided under A.R.S. Title 28, Chapter 3, Article 18 or 19.

“Overweight” means a weight of vehicle, combination of vehicles, or vehicle and load combination that exceeds a maximum weight limitation provided under A.R.S. Title 28, Chapter 3, Article 18 or 19.

“Permittee” means a person or entity to whom the Department issues an oversize or overweight special permit or envelope permit under this Chapter, and who is responsible for meeting the obligations, responsibilities, and specifications indicated on the permit.

“Person” has the same meaning as prescribed under A.R.S. § 28-5201.

“Pounds per inch of tire width” means a measure of load restriction based on rated tire size, which is determined by dividing the weight carried by an axle group, in pounds, by the number of tires in the group and dividing that result by the manufacturer’s rated tire width indicated on the sidewall of the tire, or in the absence of sidewall marking, the load rating specified in any publication of an organization listed under 49 CFR 571.119, Federal Motor Carrier Safety Standard No. 119.

“Power unit” has the same meaning as prescribed under A.R.S. § 28-1141.

“Public weighmaster” has the same meaning as prescribed under A.R.S. § 41-2051.

“Special permit” means a document issued by the Department under A.R.S. § 28-1103, which authorizes the permittee to operate or transport an oversize, overweight, or oversize and overweight vehicle, combination of vehicles, or vehicle and load combination on a state highway, subject to the terms and conditions of the permit.

“Special permitted vehicle” means the vehicle, combination of vehicles, or vehicle and load combination described to the Department, as required under A.R.S. § 28-1104, on application for a special permit.

“Specified load” means the dimensions and weights a special permit applicant declares to the Department, as provided under A.R.S. § 28-1104, regarding any item or series of items to be transported throughout an entire permit period.

“Sunrise” and “sunset” have the same meaning and daily calculation as prescribed by the United States Naval Observatory (USNO), which:

The Department uses to determine normal permit transport start and stop times as provided under R17-6-401; and

An interested person may access on the Internet from the USNO at http://aa.usno.navy.mil, or in hard copy format from the Arizona Central Commercial Permits office.

“Tandem axle” has the same meaning as prescribed under A.R.S. § 28-1100(B).

“TI” means traffic interchange, which is a junction of roadways arranged to allow for the free flow of traffic uninterrupted by crossing traffic routed over or under the main roadway.

“Tridem axle” means any three consecutive axles whose extreme centers are not more than 144 inches apart and are individually attached to, or articulated from, a common attachment to the vehicle, including a connecting mechanism designed to equalize the load between axles.

“USDOT number” means the motor carrier identification number, assigned to a company by the U.S. Department of Transportation’s Federal Motor Carrier Safety Administration, preceded by the letters USDOT.

“UX” means a temporary highway or route segment designated by the Department as:

A segment of highway no longer part of the mainline U.S. system of highways, but still owned and maintained by the Department; or

A portion of a U.S. Route affected by mining operations and subject to realignment by the mining company as the mine expands operations.

“Watercraft” has the same meaning as prescribed under A.R.S. § 5-301 that is properly registered with the Arizona Game and Fish Department or the U.S. Coast Guard.

C. Time of Day. In this Chapter, a time of day prescribed is Mountain Standard Time as defined under subsection (B) except where a state highway traverses a tribal nation that adopts Daylight Saving Time under 49 CFR 71.2.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 13 A.A.R. 866, effective March 6, 2007 (Supp. 07-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-102. Threshold Dimensions; Special Permit Exemptions

A. Unless exempt under this Section or A.R.S. § 28-1091(C), § 28-1093(D), or § 28-1095(A)(6), a person shall obtain and carry an oversize or overweight special permit issued by the Department under this Chapter if transporting a vehicle or load exceeding any dimension provided under Table 1 on a state highway under the jurisdiction of the Department.

B. A permittee and a driver of an oversize or overweight special permitted vehicle shall comply with all applicable:

1. Safety requirements provided under Article 3, and

2. Transport provisions provided under Article 4.

C. An oversize or overweight special permit is not required if crossing a state highway at a level grade and no highway structures are involved.

D. An oversize or overweight special permit is not required for snow removal equipment operated by one of the following:

1. An Arizona state agency,

2. An Arizona county,

3. An Arizona city, or

4. An Arizona municipality other than a city.

E. The special permit exemption provided under subsection (D) applies only to snow removal equipment traveling on its own wheels and:

1. Operating for the purpose of clearing snow or ice,

2. Traveling to a facility for repair, or

3. Traveling to a location used for the purpose of loading or unloading de-icing materials.

F. The operator of an oversize or overweight vehicle exempt from the special permit requirement under this Section shall comply with all applicable safety requirements provided under Article 3 unless otherwise prescribed by statute.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Table 1. Threshold Dimensions

The Department shall issue an applicable class of special permit, as provided under Article 2, for each vehicle, or vehicle and load combination, exceeding any of the following maximum limits:

Width (A.R.S. § 28-1093)

Vehicles operating on the state highway system designated by the Transportation Board under A.R.S. § 28-304(B)(2)

8’ 6” (8’ if the maximum width of the route is further restricted under R17-6-412, Table 4)

Height (A.R.S. § 28-1094)

Vehicles operating on the state highway system designated by the Transportation Board under A.R.S. § 28-304(B)(2)

14’ (13’ 6” if the maximum height of the route is further restricted under R17-6-412, Table 4)

Length (A.R.S. §§ 28-1095 and 28-1097)

Straight trucks

40’

Truck tractor - semitrailer combination; or

Truck tractor - semitrailer - forklift combination

Interstate system

57’ 6” semitrailer

Truck tractor - semitrailer combination; or

Truck tractor - semitrailer - forklift combination

Other highways

53’ semitrailer; or 65’ overall combination if more than 53’

Truck tractor - semitrailer - full trailer combination

28’ 6” per trailer

Vehicle transporter combination

75’

Overhang

Front of vehicle

Rear of vehicle or trailer

3’

6’

Weight (A.R.S. § 28-1100)

Allowable weight shall be determined using the listed limits or the manufacturer’s weight rating, whichever is less.

Single axle

20,000 lbs.

Tandem axle

34,000 lbs.

Steering axle

20,000 lbs.

Gross weight; five axles or more

Maximum allowable axle group weights are computed using the formula prescribed under A.R.S. § 28-1100(A)(4)

80,000 lbs.

Historical Note

New Table 1 made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-103. General Application Procedure for Special Permits

A. Except as provided under subsections (E) and (F), an applicant shall apply to the Department using one of the following methods.

1. For an oversize or overweight special permit:

a. Complete an oversize/overweight special permit application form, available on the Department’s web site at www.azdot.gov, and fax, mail, or deliver the written application to the Arizona Central Commercial Permits office at the location provided under R17-6-101, or an Arizona port of entry identified by the Department on its Enforcement Compliance Division - Commercial Vehicle Enforcement Services web page; or

b. Complete and submit the oversize/overweight special permit application form online at www.azdot.gov or apply through the Department’s electronic service provider if the appropriate permit is available for online purchase.

2. For an envelope permit:

a. Complete an envelope permit application form, available on the Department’s web site at www.azdot.gov, and fax, mail, or deliver the written application to the Arizona Central Commercial Permits office at the location provided under R17-6-101; or

b. Submit the written application form to an Arizona port of entry identified by the Department on its Enforcement Compliance Division - Commercial Vehicle Enforcement Services web page.

B. Unless otherwise provided under this Chapter, an applicant for an oversize or overweight special permit or envelope permit shall provide to the Department, at the time of application, all applicable fees and information required by the Department for issuance of the appropriate class of permit, including:

1. Company related information:

a. Name and address of the applicant’s principal or established place of business;

b. Name, phone number, and email address of an official company representative; and

c. USDOT number;

2. Power unit related information:

a. Vehicle make, body style, and year;

b. Vehicle identification number;

c. Unit number assigned;

d. License plate number; and

e. Base jurisdiction - state of registration;

3. Vehicle and load combination related information:

a. Trailer plate number(s);

b. Total number of axles;

c. Overall gross weight;

d. Overall length, width, and height; and

e. Length of front and rear overhang if applicable;

4. Load related information:

a. Specific load description;

b. State and federal routes requested;

c. Starting and ending location within the state;

d. If the load is overweight:

i. Axle spacing measurements,

ii. Axle width measurements,

iii. Number of tires per axle,

iv. Weight measurements per axle, and

v. Width of each tire;

e. If the load is a mobile home:

i. Complete serial number; and

ii. Evidence of payment of all applicable ad valorem taxes, as required under A.R.S. § 28-1104, in the form of a 504 tax clearance permit issued by the county in which the mobile home is currently located;

5. Proof of valid registration that complies with the requirements of A.R.S. § 28-2153; and

6. Proof of a valid IFTA license that complies with the requirements of A.R.S. § 28-5742 if applicable.

C. An applicant for an oversize or overweight special permit shall certify to the Department that all information provided on the application is true and correct.

D. An applicant requesting a special permit for transport of a self-propelled mobile crane, drilling rig, or similar specialty equipment shall additionally follow the application procedure provided under R17-6-205.

E. An applicant requesting a special permit for transport of a specific non-reducible vehicle and load combination with a dimension that exceeds a class A oversize and overweight special permit limitation provided under R17-6-201, or that exceeds the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411, shall follow the application procedures provided under R17-6-104 and R17-6-204.

F. An applicant requesting a special permit for transport of an LCV shall follow the application procedure provided under R17-6-206.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-104. Additional Special Permit Requirements and Restrictions; Engineering Analysis

A. To promote safe transport of oversize and overweight vehicles, or vehicle and load combinations, the Department’s Class C Maintenance Permit Services section shall evaluate each class C special permit application to determine, on a case-by-case basis, whether additional permit requirements or restrictions are appropriate and necessary as a condition of permit approval. The Department’s decision to require additional permit restrictions shall be based on its consideration of:

1. Bridge capacities;

2. Load size and weight;

3. Pavement stress;

4. Road width, grade, and condition; and

5. Traffic dynamics of the proposed route.

B. The Department shall require a special permit applicant to obtain an engineering analysis for transport of an overweight vehicle or vehicle and load combination:

1. Exceeding 250,000 pounds;

2. Exceeding the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411; or

3. Exceeding a bridge weight restriction provided under R17-6-412, Table 4.

C. If the Department requires an engineering analysis of a proposed route as a condition of permit approval, and is unable to dedicate the employee resources necessary to timely complete the required analysis, a special permit applicant may obtain an analysis prepared by a non-Department engineer at the applicant’s own expense.

1. An engineer registered by the Arizona State Board of Technical Registration in structural or civil engineering, as prescribed under A.R.S. Title 32, Chapter 1, shall prepare an engineering analysis of the proposed route according to industry standards.

2. The special permit applicant shall submit to the Department for review any engineering analysis prepared by a non-Department engineer.

3. An engineering analysis prepared according to the following publications, available on the Department’s web site at www.azdot.gov, complies with industry standards:

a. The most recently published edition of the AASHTO Manual for Bridge Evaluation, including all interims, standards, or guidelines;

b. The most recently published edition of the AASHTO Load and Resistance Factor Design (LRFD) - Bridge Design Specifications, including all interims, standards, or guidelines; and

c. The ADOT Bridge Load Rating Guidelines and Bridge Design Guidelines.

4. The non-Department engineer shall certify that an applicant’s overweight vehicle will not overstress or damage any element of:

a. A highway structure, or

b. Any other state property.

D. An applicant for a class C special permit shall submit to the Department, at the time of special permit application, all applicable fees required under R17-6-204 for preparation or review of an engineering analysis.

E. An applicant for a class C special permit may resubmit an engineering analysis approved by the Department within the previous 12 months if:

1. The size and weight of the applicant’s vehicle and load are identical to the previously approved permit application;

2. The segments of the applicant’s proposed route are within the outer limits of the previously approved route; and

3. The condition of the highway structure or other state property has not changed.

F. The Department shall conduct a separate review and approval process for each engineering analysis submitted under this Section.

G. If the applicant’s engineering analysis shows that a highway structure will not support the overweight vehicle as requested, the Department shall deny the application for a class C special permit.

H. If the Department determines a potential traffic safety risk exists, a class C special permit applicant shall submit to the Department a comprehensive traffic control plan as provided under R17-6-108.

I. The Department of Transportation, the Department of Public Safety, or any other law enforcement entity lawfully authorized to provide certified weights may weigh a class C special permitted vehicle and load exceeding 250,000 pounds, or require the applicant to have the vehicle and load weighed as prescribed under A.R.S. § 28-1102.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-105. Special Permit Limitation

The Department shall issue oversize and overweight special permits for state highways. A permittee shall apply separately with an applicable political subdivision or tribal nation for permission to operate on a county, municipal, or tribal route.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-106. Special Permit Extension

A. Upon request by a permittee, the Department shall authorize a one-time extension of up to four days for a single-trip special permit if:

1. The permittee needs to exchange a permitted vehicle for another due to mechanical failure, or

2. Transport by the permitted vehicle is delayed by inclement weather.

B. Except as provided under subsection (C), the special permit extension authorization under subsection (A) is administered:

1. By signature of an authorized ECD agent, or

2. By telephone in an emergency situation after first contacting Arizona Central Commercial Permits or the Arizona port of entry closest to the affected area as listed on the Department’s web site at www.azdot.gov.

C. A special permit extension authorization for a class C special permit is administered only by Class C Maintenance Permit Services.

D. A class C special permit extension request due to mechanical failure shall include:

1. A written statement from the repair facility, on company letterhead, referencing the necessary repairs; and

2. Any new power unit and registration numbers, if applicable.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-107. Special Permit Confiscation

A. Except as provided under subsection (B), a peace officer designated by the Director under A.R.S. § 28-369 may confiscate an oversize or overweight special permit before its expiration date if the permittee or driver is cited for a violation of this Chapter or A.R.S. Title 28, Chapter 3, Article 18.

B. The Director may suspend, revoke, and retrieve an envelope permit as provided under A.R.S. § 28-1147 and R17-6-503.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-108. Traffic Control Plan

A. To promote safe transport of oversize and overweight vehicles, or vehicle and load combinations, the Department shall evaluate each class C special permit application to determine, on a case-by-case basis, whether a potential traffic safety risk exists that may require a comprehensive traffic control plan as a condition of permit approval. The Department’s decision to require a comprehensive traffic control plan shall be based on its consideration of:

1. Bridge capacities;

2. Load size and weight;

3. Pavement stress;

4. Road width, grade, and condition; and

5. Traffic dynamics of the proposed route.

B. If the Department determines a potential traffic safety risk exists, a class C special permit applicant shall submit to Class C Maintenance Permit Services at the time of special permit application, a comprehensive traffic control plan prepared as follows:

1. Identify all roadway features located along the proposed route that may inhibit movement of the vehicle or vehicle and load combination;

2. Identify all obstructions that may be subject to potential disturbance or damage;

3. Specify how all structures, delineators, foliage, and official traffic control devices will be managed or avoided;

4. Specify all available pullout points located along the proposed route listed by highway and milepost number;

5. Specify how all side traffic will be managed;

6. Specify the rate of speed at which the load will travel along the proposed route;

7. Specify the approximate times when the load will be in transit; and

8. Provide a contingency plan to be followed in the event of a breakdown.

C. As a condition of class C special permit issuance, the Department may require an applicant to coordinate use of one or more law enforcement escorts as needed to ensure public safety while transporting a proposed load.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-109. Special Permit Denial

The Department shall deny an oversize or overweight special permit application, or revoke and confiscate a previously approved special permit, if:

1. The proposed transport route or a structure on the route is:

a. Unable to bear the size or weight of the transport vehicle and load according to the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411,

b. Under repair, or

c. Temporarily closed due to a hazardous condition listed under R17-6-403(B);

2. An applicant for a permit to transport a mobile home does not provide written proof of ad valorem tax payment or clearance as required under A.R.S. § 28-1104; or

3. The Department determines that the special permit applicant made a material misrepresentation or misstatement on the permit application or any other document submitted to the Department in support of the permit application.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-110. Liability

A person who operates an oversize or overweight special permitted vehicle and a person who causes the vehicle to be operated shall be liable for any damage caused to a state highway by the oversize or overweight vehicle or load during transport as provided under A.R.S. § 28-1107.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-111. Administrative Hearing

If the Department denies an oversize or overweight special permit application, or revokes and confiscates a previously issued special permit, the permittee may appeal the action using the procedure provided under 17 A.A.C. 1, Article 5.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-112. Emergency Operation Provision

A. In time of statewide or local emergency that affects public welfare or safety, according to general powers under A.R.S. §§ 28-363(A)(5) and 28-364(B), the Director may authorize transport of an oversize or overweight vehicle or load without a special permit for purposes of relief or repair.

B. Authorization for emergency operation under this Section may be obtained by contacting the Arizona port of entry closest to the affected area as listed on the Department’s web site at www.azdot.gov.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-113. Electronic Access to Local Permit Ordinances and Rules

A. A local authority that issues oversize and overweight special permits under A.R.S. § 28-1103 and this Chapter shall make available, to the Department’s Arizona Central Commercial Permits office, an Internet web link to where the local authority’s current ordinances and rules relating to the excess size and weight special permits can be electronically accessed.

B. The Department shall immediately post, to its web site at www.azdot.gov, each Internet web link provided by a local authority under subsection (A) and A.R.S. § 28-1103.

Historical Note

New Section made by final rulemaking at 13 A.A.R. 866, effective March 6, 2007 (Supp. 07-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

ARTICLE 2. SPECIAL PERMIT CLASSES AND FEES

Article 2, consisting of Sections R17-6-201 through R17-6-210, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

R17-6-201. Class A Oversize and Overweight Special Permits - Specified Non-reducible Vehicle, Load, or Combination

A. The Department shall issue a multiple or single trip class A oversize, overweight, or oversize and overweight special permit according to the following criteria for a specified non-reducible vehicle, combination of vehicles, or vehicle and load combination that exceeds a dimension provided under R17-6-102, Table 1, but does not exceed the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411, or any of the following maximum limits:

Vehicle or load description

A non-reducible specified load over a threshold dimension provided under R17-6-102, Table 1, to a maximum:

Height

16 feet

Overall length

120 feet

Width

14 feet

Weight

250,000 lbs.

Permit option

Single trip: 96-hour maximum

Multiple trip: 30-day maximum

Standard permit fee for weight not exceeding 80,000 pounds (A.R.S. § 28-1105)

Single trip

$15

Multiple trip

$30

Overweight permit fee for weight less than 250,000 pounds but that exceeds legal threshold under R17-6-102, Table 1 (A.R.S. § 28-1105)

Single trip

$75

Multiple trip

$75

B. An applicant for a class A oversize, overweight, or oversize and overweight special permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. A permittee or driver of an oversize, overweight, or oversize and overweight vehicle, combination of vehicles, or vehicle and load combination shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-202. Class B Oversize Special Permit - Specified Non-reducible Vehicle and Load Combination

A. The Department shall issue an annual class B oversize special permit according to the following criteria for multiple trips of a specified non-reducible vehicle and load combination that exceeds a dimension provided under R17-6-102, Table 1, but does not exceed the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411 or any of the following maximum limits:

Vehicle or load description

A non-reducible, specified vehicle and load combination (excluding cranes and drill rigs) over a threshold dimension provided under R17-6-102, Table 1, to a maximum:

Height

14 feet 8 inches

Overall length

80 feet

Width

12 feet 6 inches

Weight

80,000 lbs.

Permit option

Multiple trip: one year

Fee (A.R.S. § 28-1105)

$360

B. An applicant for a class B oversize special permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

R17-6-203. Class B - Type R Oversize Recreational Vehicle Special Permit - Commercial Transport

A. The Department shall issue an annual class B - Type R oversize special permit according to the following criteria for a commercial transporter of a recreational vehicle that exceeds the width threshold prescribed under A.R.S. § 28-1093 and R17-6-102, Table 1, but does not exceed the following maximum limit:

Vehicle or load description

A dealer, manufacturer, or transporter hauling or driving a recreational vehicle with appurtenances wider than 8 feet, 6 inches, on behalf of a dealer, manufacturer, or consumer

Permit option

For each original permit purchased, up to 24 additional copies of that permit may be issued, all of which are valid for unlimited use by an unlimited number of vehicles throughout a one-year period by the permittee.

Fee (A.R.S. § 28-1105)

$360 per year

B. An applicant for a class B - Type R oversize special permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-204. Class C Oversize and Overweight Special Permits - Specified Non-reducible Vehicle, Load, or Combination Over Class A Limits

A. The Department shall issue a single trip class C oversize, overweight, or oversize and overweight special permit according to the following criteria for a specified non-reducible vehicle, combination of vehicles, or vehicle and load combination that exceeds a dimension provided under R17-6-201 or as required under R17-6-307(B) and (C):

Vehicle or load description

A non-reducible load that exceeds dimensions and weights of all other permit classes or when class C operation is proposed on a route further restricted under R17-6-412, Table 4

Permit option - requires pre-approval by Class C Maintenance Permit Services

Single trip only

Load shall be specifically described by the applicant as provided under subsection (C) and A.R.S. § 28-1104

Standard permit fees

(A.R.S. § 28-1105)

Oversize only

Overweight only

Oversize and overweight

$15*

$75*

$75*

*In addition to the standard permit fees above, the Department shall collect the following class C review and analysis fee(s) as applicable to the applicant’s proposed vehicle and load configuration:

Class C review and analysis fee

(A.R.S. § 28-1103)

Height or width 18 feet or less

$15

Height or width over 18 feet

$25

Engineering analysis

(A.R.S. § 28-1103)

Prepared by non-ADOT engineer, and reviewed by ADOT engineer

$75 per 50 mile increment of proposed route

Prepared by ADOT engineer

$125 per 50 mile increment of proposed route

B. An applicant for a class C oversize or overweight special permit shall:

1. Complete a class C special permit application form provided by the Department and available online at www.azdot.gov;

2. Submit the completed class C special permit application, including all information required under subsection (C) and all appropriate fees, to Class C Maintenance Permit Services as provided under R17-6-103, R17-6-104, and R17-6-108, as applicable;

3. Contact all applicable utility and cable companies to verify adequate overhead cable and utility line clearances along the proposed route as required under R17-6-308;

4. Obtain an encroachment permit in advance of the proposed transport as provided under 17 A.A.C. 3, Article 5, if constructing a fixed or temporary improvement within a state highway right-of-way, or for any activity requiring the temporary use of, or intrusion upon, a state highway right-of-way, including a median; and

5. Provide or arrange for the use of additional traffic control devices appropriate for the proposed transport if the Department requires additional traffic control measures as a condition of permit approval. All additional traffic control devices shall conform to the manual and specifications adopted by the Department under A.R.S. § 28-641.

C. A complete class C special permit application for transport of an oversize or overweight load shall:

1. Indicate the starting and ending points of the proposed route;

2. Document the specific overall dimensions of the vehicle with its specified load, to include:

a. Height,

b. Length, and

c. Width;

3. Diagram the vehicle and specified load illustrating all of the following information:

a. Axle spacing;

b. Axle weight;

c. Axle width;

d. Tires per axle;

e. Tire width as designated by the manufacturer;

f. Maximum width to the outside of the axles, excluding any load-induced tire bulge; and

g. Load weight.

4. Include a comprehensive traffic control plan as provided under R17-6-108 if the Department requires traffic control measures as a condition of permit approval;

5. Indicate the estimated time needed to change out a power unit or other special equipment if the Department, through detailed analysis and as a condition of permit approval, requires the use of an additional power unit or other special equipment to ensure safe transport of the proposed load. The Department’s decision to require an additional power unit or other special equipment shall be based on its consideration of the:

a. Estimated timing involved with clearing a route after a breakdown;

b. Expected weather conditions;

c. Proximity and availability of reserve resources;

d. Size and weight of the load;

e. Traffic dynamics of the proposed route; and

f. Width, grade, and condition of the roads;

6. Include proof of gross weight in the form of a public weighmaster’s certificate of weight and measure issued at a certified public scale if required by the Department after twice denying an application for incorrect weights;

7. Include proof of valid registration that complies with the requirements of A.R.S. § 28-2153;

8. Include proof of a valid IFTA license that complies with the requirements of A.R.S. § 28-5742, if applicable; and

9. Include any other applicable requirement provided under R17-6-104.

D. An applicant for a class C oversize or overweight special permit to transport a mobile home shall additionally submit to the Department all appropriate:

1. Serial numbers assigned to the mobile home; and

2. Evidence of payment of all applicable ad valorem taxes, as required under A.R.S. § 28-1104, in the form of a 504 tax clearance permit issued by the county in which the mobile home is currently located.

E. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated conditions and allowances.

F. The Department shall require a class C special permit for an overweight vehicle or vehicle and load combination heavier than 250,000 pounds or that exceeds the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-205. Class D Oversize and Overweight Special Permit - Self-propelled Mobile Crane, Drilling Rig, or Similar Specialty Equipment

A. The Department shall issue an annual class D oversize or overweight special permit according to the following criteria for a specified non-reducible self-propelled mobile crane, drilling rig, or similar specialty equipment meeting the dimensional requirements provided under R17-6-201, without exceeding the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411:

Vehicle or load description

A self-propelled mobile crane, drilling rig, or similar specialty equipment meeting the dimensional requirements provided under R17-6-201.

Permit option

Multiple trip: one year

Fee (A.R.S. § 28-1105)

$600 per year

B. An applicant for a class D oversize or overweight special permit shall submit to the Department, with all appropriate fees, an application form provided by the Department that includes all of the following information:

1. Specific dimensions of the vehicle and load combination, including:

a. A detailed description;

b. A detailed drawing that illustrates all of the following:

i. Axle spacing;

ii. Axle weight;

iii. Axle width;

iv. Tires per axle;

v. Tire width as designated by the manufacturer;

vi. Maximum width to the outside of the axles, excluding any load-induced tire bulge; and

vii. Load weight;

c. A detailed listing of all equipment to be included, such as counterweights, outriggers, boom position, position of boom dolly, etc.; and

d. A table of loads supplied by the manufacturer listing component and total weights;

2. Proof of gross weight:

a. For an initial application, a public weighmaster’s certificate of weight and measure issued at a certified public scale once the vehicle is equipped and set for highway travel; or

b. For a renewal application, a certification by the applicant that no dimension has changed and the vehicle does not exceed the originally certified dimensions or weights;

3. Proof of valid registration that complies with the requirements of A.R.S. § 28-2153;

4. Proof of a valid IFTA license that complies with the requirements of A.R.S. § 28-5742 if applicable; and

5. Documentation of any applicable encroachment permit obtained under 17 A.A.C. 3, Article 5, if the applicant must temporarily move any state-owned highway feature as part of a planned transport.

C. Conformance to all permit restrictions and vehicle certification is the sole responsibility of the applicant. Violation of the annual permit in size, weight, length, height, changing the boom position, dolly, or trailer position, or any other restriction stated on the permit shall render the permit invalid and no permit fee or portion thereof will be refunded. Annual permits are non-transferable and non-refundable.

D. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-206. Class E Oversize and Overweight Special Permits - Reducible Multiple Trailer LCVs

A. The Department shall issue a class E oversize or overweight special permit according to the types and restrictions listed under Table 2 for transporting reducible loads using an LCV consisting of a truck or truck tractor and one or more trailers.

1. A person who operates, and a person who causes to be operated, an oversize or overweight special permitted vehicle shall be jointly responsible for meeting all permit requirements; and

2. A person shall not operate any other trailer configuration or multiple trailer combination under the class E special permit, unless authorized by the Department and specifically indicated on the permit.

B. The Department shall issue a class E oversize or overweight special permit for an LCV only at the following state ports of entry:

1. Page,

2. St. George, or

3. Teec Nos Pos.

C. An applicant for a class E oversize or overweight special permit shall submit to the Department, with all appropriate fees, an application form provided by the Department that includes all of the following information:

1. Specific dimensions of the vehicle and load combination;

2. Proof of valid registration that complies with the requirements of A.R.S. § 28-2153;

3. Proof of a valid IFTA license that complies with the requirements of A.R.S. § 28-5742 if applicable; and

4. Other information as needed by the Department to issue an appropriate permit, which includes:

a. Company name;

b. Company or terminal address;

c. Company USDOT #;

d. Company mailing address;

e. Company contact name, address, telephone number, and fax number or email address;

f. Company representative’s name and title; and

g. Specific routes requested.

D. The operator of a class E special permitted LCV shall comply with A.R.S. § 28-1100(A)(4) and not exceed the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411 or any other applicable state highway restriction, condition, or allowance provided by the Department under R17-6-412, Table 4.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Table 2. Class E LCV Special Permit and Issuance Criteria

LCV Combination - Double

Truck tractor and two trailing units (23 CFR 658, App. C);

Truck and one full trailer (A.R.S. § 28-1103); or

Truck tractor, semitrailer, and one full trailer (A.R.S. § 28-1103).

LCV Combination - Triple*

Truck tractor and three trailing units (23 CFR 658, App. C);

Truck, semitrailer, and one full trailer (A.R.S. § 28-1103); or

Truck and two trailers (A.R.S. § 28-1103).

Route

Locations Authorized for LCV Travel (A.R.S. § 28-1103 and 23 CFR 658, App. C)

I-15

MP 0.00 (Nevada State Line) to MP 29.40 (Utah State Line)

State 98

MP 294.67 (Junction US 89) to MP 314.67

State 389

MP 0.00 (Utah State Line) to MP 32.60 (Junction US 89A)

US 89

MP 536.99 to MP 556.99 (Utah State Line)

US 89A

MP 579.30 (Junction SR 67) to MP 613.03 (Utah State Line)

US 160

MP 393.57 (Junction US 163 at Kayenta) to MP 470.00 (New Mexico State Line)

US 163

MP 393.52 (Junction US 160 at Kayenta) to MP 416.71 (Utah State Line)

Gross Vehicle Weight of LCV Combination

Permit Duration and Fee (A.R.S. § 28-1105)

80,001 lbs through 111,000 lbs

Single or 30-Day - $75

80,001 lbs through 111,000 lbs

Annual - $360

121,000 lbs for 9 axles; or 123,500 lbs for 10 axles

Annual - $360

111,001 lbs through 129,000 lbs*

Single or 30-Day - $75

111,001 lbs through 129,000 lbs*

Annual - $600

*Triple LCVs shall not exceed 123,500 lbs except on I-15.

Maximum Length

The overall length of the cargo carrying unit of the vehicle combination shall not exceed 95 feet.

Limits and Restrictions

LCV operation is subject to federal bridge formula B limits and restricted to the right most traffic lane.

Operation may be limited by the Department and restricted or prohibited during periods when traffic, weather, or other safety considerations make such operation unsafe or inadvisable.

Historical Note

New Table 2 made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table 2 amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-207. Repealed

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Repealed by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-208. Class G Overwidth Special Permits - Specified Vehicle or Combination with Reducible Load Over Legal Width

A. The Department shall issue an annual, 30-day, or single trip class G overwidth special permit according to the following criteria for a specified vehicle, or vehicle combination, with a reducible load that exceeds only the width threshold provided under R17-6-102, Table 1, but does not exceed the following maximum limit:

 

Vehicle or load description

A specified reducible load that exceeds only the legal width threshold provided under R17-6-102, Table 1, but does not exceed 10 feet in width

Permit option

Single trip: 96-hour maximum

Multiple trip: 30-day maximum

Multiple trip: one year

Fee (A.R.S. § 28-1105)

Single trip

$15

Multiple trip, 30 day

$30

Multiple trip, one year

$360

 

B. An applicant for a class G overwidth special permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-209. Class H Overwidth Special Permit - Specified Vehicle and Watercraft Load Combination

A. The Department shall issue an annual class H overwidth special permit according to the following criteria for multiple trips of a specified vehicle and watercraft load combination that exceeds the width threshold established under A.R.S. § 28-1093 and R17-6-102, Table 1:

 

Vehicle or load description

Applicable only to a specified watercraft load registered with Arizona Game & Fish or U.S. Coast Guard that is no wider than 10 feet and within all other threshold dimensions provided under R17-6-102, Table 1

Permit option

Multiple trip: one year

Fee (A.R.S. § 28-1103)

$45

 

B. An applicant for an annual class H overwidth watercraft special permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. In addition to the application procedure provided under R17-6-103, an applicant for an annual class H overwidth watercraft special permit shall submit to the Department proof of a valid watercraft registration or assigned watercraft registration number issued by the Arizona Game and Fish Department or U.S. Coast Guard.

D. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-210. Envelope Permits - Non-specific and Non-reducible Vehicle or Load

A. The Department shall issue an annual or 30-day oversize envelope permit, or an annual or 30-day oversize and overweight envelope permit, according to the following criteria for a non-specific and non-reducible vehicle or load that meets the definition of envelope permit under R17-6-101, and does not exceed the maximum permitted weight computations for overweight axle group weight distribution as provided under R17-6-411:

 

Vehicle or load description

A non-specific and non-reducible vehicle or load that meets the definition of envelope permit under R17-6-101 and is within the maximum permitted weights provided under R17-6-411

Permit option

30-day oversize only

30-day oversize and overweight

Annual oversize only

Annual oversize and overweight

Fee (A.R.S. § 28-1143)

30-day oversize only

$150

30-day oversize and overweight

$500

Annual oversize only

$750

Annual oversize and overweight

$1,500

 

B. An applicant for an oversize, or oversize and overweight, envelope permit shall apply to the Department and submit appropriate fees using the application procedure provided under R17-6-103.

C. An applicant for an oversize, or oversize and overweight, envelope permit under subsection (A) for a vehicle that is a self-propelled mobile crane, drilling rig, or similar specialty equipment meeting dimensional requirements provided under R17-6-201 shall provide to the Department proof of gross weight:

1. For an initial application, a public weighmaster’s certificate of weight and measure issued at a certified public scale once the vehicle is equipped and set for highway travel; or

2. For a renewal application, a certification by the applicant that no dimension has changed and the vehicle does not exceed the originally certified dimensions or weights.

D. The Department shall assess an additional service charge for:

1. A modified permit duplicate: $25; and

2. Each additional power unit exceeding the original number of permitted power units: $50.

E. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under R17-6-412, Table 4, unless operating in full compliance with all indicated restrictions and requirements.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-211. Western Regional Permit

A. The Department shall issue a western regional permit for transport of a specified vehicle, combination of vehicles, or vehicle and load combination meeting specific non-reducible size and weight criteria established under the Western Regional Agreement for transport in Arizona and any other jurisdiction that is a party to the “Western Regional Agreement for the Issuance of Permits for Overweight and/or Oversize Vehicles and/or Loads Involved in Interstate Travel.” The western regional permit eliminates the need to obtain a separate permit for each jurisdiction.

B. An applicant is eligible for the western regional permit provided under subsection (A), if the applicant’s vehicle, combination of vehicles, or vehicle and load combination meets all of the following criteria:

1. Non-reducible;

2. Specifically described;

3. Width is 14 feet or less;

4. Height is 14 feet or less;

5. Length is 110 feet or less;

6. Overall gross weight is 160,000 pounds or less;

7. 600 pounds per inch of tire width;

8. A minimum of five axles; and

9. The weights of any group of axles are determined using the lesser of the vehicle weights provided by the tables in the Western Regional Manual or the following:

a. 21,500 pounds per single axle;

b. 43,000 pounds per tandem axle group; or

c. 53,000 pounds per tridem axle group (wheel base is more than eight feet but not more than 13 feet).

C. An applicant with a vehicle, combination of vehicles, or vehicle and load combination meeting all eligibility criteria provided under subsection (B), may apply for a western regional permit by completing, and submitting to the Department, a western regional permit application along with:

1. Proof of valid registration in compliance with A.R.S. § 28-2153;

2. Proof of a valid IFTA license in compliance with A.R.S. § 28-5742, if applicable; and

3. All applicable fees calculated as provided under the fee schedules located in the Western Regional Manual maintained at the Arizona Central Commercial Permits Office or Ports of Entry.

D. The Department shall issue, no more than five days before its effective date, a western regional permit valid for a period of five working days.

E. The Department, at the request of a permit holder, may extend the western regional permit’s period of validity for up to five days, if completion of the trip is precluded by weather, road conditions, or mechanical failure. An extension authorized by the Department under this Section shall be approved:

1. By signature of an authorized ECD agent,

2. By telephone in an emergency situation, or

3. By authorization of the Arizona Central Commercial Permits office.

Historical Note

New Section made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-212. Class C Overweight, or Oversize and Overweight, Special Permit - Tridem Axle Group Configurations

A. The Department may issue a single trip class C overweight, or oversize and overweight, special permit for tridem axle group configurations subject to the specific routes and restrictions provided under Table 6 and the maximum permitted weight computations provided under Table 7.

B. An applicant for a single trip class C overweight, or oversize and overweight, special permit for tridem axle group configurations shall apply to the Department using the application procedure provided under R17-6-103, and include the $75 standard permit fee with the $15 class C review and analysis fee provided under R17-6-204.

C. The single trip Class C overweight, or oversize and overweight, special permit for tridem axle group configurations is restricted to a vehicle with:

1. A minimum of four tires per tridem axle group;

2. A minimum of eight feet out-to-out axle width for each tridem group;

3. A minimum of eight feet distance between the center of the first axle and the center of the third axle of each tridem group;

4. A maximum of two tridem axle groups, or a maximum of one tandem axle group with one tridem axle group, spaced at least 25 feet between the center of the last axle of the front group and the center of the first axle of the rear group, with no other axles in-between the two groups; and

5. A maximum distance of 12 feet between the center of the first axle and the center of the third axle of each tridem group.

D. A tridem axle group may be used in combination with other non-tridem axle groups only if the non-tridem axle groups do not exceed the maximum permitted weight computations for overweight axle group weight distribution under R17-6-411.

E. A permit applicant with a vehicle, combination of vehicles, or vehicle and load combination exceeding 14 feet in width, 16 feet in height, 120 feet in length, 140,000 lbs overall gross vehicle weight, or any other dimension specified above shall continue to follow the Department’s existing Class C permit application procedures provided under R17-6-204.

Historical Note

New Section made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 6. Class C Overweight, or Oversize and Overweight, Special Permit Routes and Restrictions for Tridem Axle Group Configurations

The single trip class C overweight, or oversize and overweight, special permit for tridem axle group configurations may be issued by the Department for travel on State Route 68, U.S. Route 93 from milepost 67 (junction with State Route 68) to milepost 70 (junction with I-40), and Interstates 10, 19, and 40 subject to the following conditions:

 

Route #

Milepost #

STR #

Structure Name

Restrictions

I-10 EB

250.66

391

Rillito Creek Bridge

Travel in the right most lane

I-10 EB

267.65

1044

Earp Wash Tributary Bridge

Travel in the right most lane

I-10 EB

277.46

463

Wash Bridge

Travel in the right most lane

I-10 EB

312.77

574

Sibyl Road TI OP

Exit and bypass

I-10 EB

355.58

429

Monk Draw Bridge

Exit at 352 and merge at 355

I-10 WB

249.49

390

Canada Del Oro Bridge

Travel in the right most lane

I-10 WB

267.65

1045

Earp Wash Tributary Bridge

Travel in the right most lane

I-10 WB

299.14

73

Cornfield Canyon Bridge

Travel in the right most lane

I-10 WB

312.77

575

Sibyl Road TI OP

Exit and bypass

I-10 WB

389.38

210

Island Wash Bridge

Travel in the right most lane

I-40 EB

224.70

321

Babbitt Tank Wash Bridge

Travel in the right most lane

I-40 WB

13.61

377

Franconia Wash Bridge

Travel in the right most lane

I-40 WB

21.01

1312

Flat Top Wash Bridge

Travel in the right most lane

I-40 WB

21.84

364

Happy Jack Wash Bridge

Travel in the right most lane

I-40 WB

23.56

365

Mackenzie Wash Bridge

Travel in the right most lane

I-40 WB

144.31

440

Ash Fork ATSFRR OP

Travel in the right most lane

I-40 WB

148.91

441

Johnson Canyon Bridge

Travel in the right most lane

I-40 WB

278.03

459

Tanner Wash Bridge

Travel in the right most lane

EB = Eastbound, I = Interstate, OP = Overpass, STR # = Structure #, TI = Traffic Interchange, WB = Westbound,

Historical Note
Table 6 made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).
 

Table 7. Maximum Permitted Weight Computations: Tridem Axle Group Configurations

 

Distance between the center of the first axle and the center of the third axle of a tridem group:

 

0”

1”

2”

3”

4”

5”

6”

7”

8”

9”

10”

11”

8’

57,960

58,061

58,161

58,262

58,363

58,463

58,564

58,664

58,765

58,866

58,966

59,067

9’

59,168

59,268

59,369

59,469

59,570

59,671

59,771

59,872

59,973

60,000

60,000

60,000

10’

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

11’

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

60,000

12’

60,000

 

 

 

 

 

 

 

 

 

 

 

Computation Formula: Weight = 1.5 X 700 ( L + 40 )

(L = Distance between the center of the front axle and the center of the rear axle of a given group.)

Legend:

Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 15% up to a maximum 60,000 1bs.

Historical Note
Table 7 made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

ARTICLE 3. SAFETY REQUIREMENTS

Article 3, consisting of Sections R17-6-301 through R17-6-308, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

R17-6-301. General Safety Requirements

In addition to the provisions of this Article, a permittee and a driver of an oversize or overweight vehicle permitted under this Chapter, or a person or entity exempt under R17-6-102(D), shall comply with all federal motor carrier safety regulations incorporated by the Department under 17 A.A.C. Chapter 5, Article 2, as applicable to a motor carrier operating in Arizona.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-302. Warning Flag Requirements

A. Specifications. Each warning flag attached to an overwidth or overlength load shall be cloth or plastic at least 18 inches square and red or fluorescent orange in color.

B. Display. A permittee or driver of an overwidth or overlength special permitted vehicle and load combination shall display warning flags applicable to the permittee’s vehicle and load configuration as indicated under Illustration 1.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Illustration 1. Warning Flag Configurations

Historical Note

New Illustration made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Illustration amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-303. Sign Requirements

A. A permittee shall ensure that an oversize or overweight vehicle or load displays an “OVERSIZE LOAD” sign if the vehicle or load is nine feet or more in width.

B. A permittee shall display an “OVERSIZE LOAD” sign on any oversize or overweight special permitted vehicle or load not specified under subsection (A) if necessary to ensure maximum visibility for public safety.

C. An “OVERSIZE LOAD” sign shall meet construction specifications provided under Illustration 2 at a minimum.

D. A permittee shall display required “OVERSIZE LOAD” signs that are:

1. Mounted to the front or roof of the power unit,

2. Mounted to the rear of the load or loaded vehicle,

3. Parallel with the road surface from side-to-side,

4. Readable from left to right, and

5. Clearly visible from the vehicle’s front and rear.

E. If a permittee required to display an “OVERSIZE LOAD” sign is not transporting an oversize or overweight load, the permittee shall ensure each sign is not visible to traffic

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Illustration 2. “OVERSIZE LOAD” Sign

Historical Note

New Illustration made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Illustration amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-304. Lighting Device Requirements

A. A permittee or driver of an oversize or overweight vehicle or load shall:

1. Comply with all applicable lighting equipment requirements under A.R.S. Title 28, Chapter 3, Article 16, and 49 CFR 393 as incorporated by reference under A.A.C. R17-5-202; and

2. Operate with the lighting equipment illuminated as prescribed under A.R.S. §§ 28-922 and 28-935.

B. A permittee or driver of a vehicle transporting a load that projects more than four inches beyond the overall width of the vehicle shall attach safety lighting during nighttime operation according to the requirements provided under Illustration 4, and R17-6-307, that most closely correspond to the permittee’s or driver’s vehicle and load configuration.

C. A permittee or driver of an oversize load that projects more than three feet in front overhang, or more than four feet in rear overhang, shall attach safety lighting during nighttime operation according to the requirements provided under Illustration 4, and R17-6-307, that most closely correspond to the permittee’s or driver’s vehicle and load configuration.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3)

Illustration 4. Safety Lighting Configurations.

Historical Note

New Illustration made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-305. Escort Vehicles

A. Service requirement.

1. A permittee transporting an oversize or overweight vehicle or load shall use all escort vehicles required by the Department as a condition of special permit issuance under this Chapter.

2. The Department shall determine whether one or more escort vehicles must accompany an oversize or overweight special permitted vehicle by considering the following in relation to the proposed transport and route:

a. Roadway dynamics, including surface condition, grade, width, and height limitations;

b. Overall dimensions of the vehicle and load;

c. Need for frequent stops;

d. Concern for public safety; and

e. Time of transport.

3. According to the criteria applicable under subsection (A)(2), the Department shall require two or more oversize or overweight special permitted vehicles traveling together to be accompanied by at least one escort vehicle per load.

B. Vehicle, operator, and equipment requirements.

1. A vehicle qualifies as an escort vehicle if it:

a. Is a passenger car or two-axle truck operating as a single unit,

b. Is currently registered, and

c. Meets insurance requirements as provided by law.

2. An escort vehicle operator, except for a law enforcement escort, while in service under this Chapter shall:

a. Meet all requirements under A.R.S. § 28-1110, and maintain certification through a program that meets the escort vehicle operator training and certification standards of the Commercial Vehicle Safety Alliance or an equivalent program, whether in this state or another state, that meets the same objectives;

b. Carry in the escort vehicle the same emergency equipment required for a truck, truck tractor, or bus under A.R.S § 28-960 and 49 CFR 393.95, which shall include;

i. Fire extinguishers;

ii. Warning devices for stopped vehicles; and

iii. Emergency staff-mounted warning flags;

c. Display an “OVERSIZE LOAD” sign:

i. Constructed for escort vehicles as provided under R17-6-303, Illustration 2;

ii. Mounted above the vehicle’s roofline and visible to approaching traffic from the front and rear;

iii. Accompanied by two flags, one mounted on each side of the oversize load sign; and

iv. Concealed when not in use; and

d. Ensure continuous communication by two-way radio:

i. Capable of transmitting and receiving a minimum of 1/2 mile; and

ii. Compatible with the two-way radios used by the driver of the escorted vehicle, law enforcement escorts, and all other accompanying escort vehicles.

C. Operation.

1. Lighting requirement. While in service, an escort vehicle operator shall maintain continuous illumination of headlights and overhead warning lights as prescribed under A.R.S. § 28-947.

2. Lead and follow distance. An escort vehicle operator shall maintain a lead or follow distance from an escorted vehicle that generally does not exceed 1,500 feet on an open state highway or 250 feet in an urban setting. When determining the appropriate lead or follow distance, an escort vehicle operator shall:

a. Consider traffic density, road conditions, road type, speed, and type of load;

b. Ensure constant radio communication with all escorts and the escorted vehicle; and

c. Maintain visual contact with the escorted vehicle at all times.

3. Stop provisions at an intersection with a traffic control signal.

a. When an oversize or overweight special permitted vehicle is required to stop, the lead-escort vehicle operator shall proceed through the intersection and stop safely off the roadway. The lead-escort vehicle operator shall resume an appropriate lead distance as soon as is safely possible.

b. When a following-escort vehicle is required to stop, the operator of an oversize or overweight special permitted vehicle shall proceed without stopping. The following-escort vehicle operator shall resume an appropriate following distance behind the oversize or overweight special permitted vehicle as soon as is safely possible after clearing an intersection.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 13 A.A.R. 866, effective March 6, 2007 (Supp. 07-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-306. Traffic Control Provisions

A. The Department may require additional traffic control by a uniformed certified law enforcement officer to ensure highway safety. The Department shall consider the criteria under R17-6-305(A) when determining the need for additional traffic control.

B. If the Department requires a law enforcement escort under R17-6-412, Table 4, or as necessary to promote public safety, the permittee or driver of the oversize or overweight special permitted vehicle shall:

1. Contact the Arizona Department of Public Safety at least 12 hours before transport to request the appropriate number of uniformed certified law enforcement escorts required for the permitted activity; and

2. Ensure continuous two-way radio communication during transport with all law enforcement and other escort vehicles required to accompany the permitted vehicle under R17-6-305 and R17-6-307.

C. If the Arizona Department of Public Safety is unable to provide the appropriate law enforcement escorts requested as provided under subsection (B), the permittee or driver of an oversize or overweight special permitted vehicle may use any uniformed certified law enforcement escorts if at least one officer is certified for enforcement of the Federal Motor Carrier Safety Regulations of the U.S. Department of Transportation’s Federal Motor Carrier Safety Administration.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-307. Projecting Load or Vehicle

A. The Department shall require a class A special permit for transporting a load or vehicle that projects:

1. Two feet or less, if the projecting portion of the load or vehicle has a thickness of less than 12 inches; or

2. Three feet or less, if the projecting portion of the load or vehicle has a thickness of 12 inches or more.

B. The Department shall require a class C special permit for transporting a load that projects from either side of the vehicle:

1. More than two feet, if the height of the projecting portion of the load has a thickness of less than 12 inches; or

2. More than three feet, if the height of the projecting portion of the load has a thickness of 12 inches or more.

C. A permittee of a projecting vehicle or load shall have escort vehicle accompaniment as follows:

1. A front escort vehicle if the front load projection is longer than 20 feet, or

2. A rear escort vehicle if rear projection is longer than 20 feet.

D. A permittee or driver of a projecting vehicle or load with more than a four foot front or rear overhang shall:

1. Attach warning flags to the load as provided under R17-6-302 and Illustration 1, for daylight operation; or

2. Attach safety lighting to the load as provided under R17-6-304 and Illustration 4, for nighttime operation.

E. An integral component removed from a loaded primary object may be transported on the same vehicle bearing the primary object provided the component does not cause the hauling vehicle to exceed a size or weight permitted for the primary object.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-308. Permittee or Driver Obligation to Notify Utility Companies of Overheight Transport

A permittee or driver shall notify a responsible utility company of possible disturbance or damage, as provided under A.R.S. § 40-360.43, if overhead utility lines extend across a proposed route and the permitted vehicle or load exceeds 16 feet in height or any route-specific height restriction provided under R17-6-412, Table 4.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

ARTICLE 4. TRANSPORT PROVISIONS

Article 4, consisting of Sections R17-6-401 through R17-6-412, made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1).

R17-6-401. General Highway Operations

A. A permittee or driver of an oversize or overweight special permitted vehicle or vehicle and load combination shall:

1. Operate no earlier than one-half hour before sunrise and no later than one-half hour after sunset, exact daily times as defined under R17-6-101, except as provided under this Article, or unless the Department otherwise:

a. Restricts operation on a highway, or

b. Grants permit-specific alternate operation hours other than those listed under this subsection as a necessary condition to maintain highway safety;

2. Operate in the rightmost lane of a multi-lane highway if indicated on the special permit except to overtake and pass another vehicle; and

3. Maintain a minimum distance of 2,000 feet from any other oversize or overweight special permitted vehicle traveling on the same highway in the same direction except when passing.

B. Removal of signs, guardrails or other assets from the right-of-way is not authorized under an oversize or overweight special permit and is illegal under A.R.S. § 28-7053. A separate encroachment permit issued by the Department is required to enter the right-of-way for these purposes or for any reason other than authorized public travel. The activities authorized while in the right-of-way shall be outlined in the encroachment permit.

C. Replacement of any state-owned highway feature moved under an encroachment permit, issued pursuant to 17 A.A.C. 3, Article 5, as a result of the transport of an oversize or overweight vehicle along a traveled route, shall be detailed on the encroachment permit and completed under Department supervision.

D. A permittee and driver of an oversize or overweight special permitted vehicle, prior to commencing transport, shall access and review the most current information on roadway conditions, closures, and restrictions using one of the following methods:

1. Phone inquiry - dial 511, or

2. Online inquiry - visit www.az511.gov.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-402. Speed Restriction

A. A driver of an oversize or overweight vehicle or load shall not exceed the lower maximum speed determined by either of the following:

1. A speed limit printed on an issued permit, or

2. A highway posted vehicle-specific speed limit.

B. The Department may order an alternative speed restriction to prevent:

1. Hazardous traffic conditions, or

2. Damages to a highway or highway feature.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-403. Weather Restrictions; Hazardous Conditions

A. Responsibility. A driver of an oversize or overweight vehicle, or vehicle and load combination, shall:

1. Use the criteria provided under subsection (B) to identify unsafe roadway conditions and discontinue transport until safe to continue, and

2. Comply with all official agency weather-related travel advisories prohibiting oversize or overweight transport.

B. Determining conditions. A driver of an oversize or overweight vehicle, or vehicle and load combination, shall not transport under the following hazardous conditions:

 

Hazardous Conditions:

Possible Causes May Include:

Driver visibility range becomes less than 500 feet

• Blowing dust

• Falling snow

• Fog

• Heavy rain

Road surface condition reduces normal traction

• Snow

• Ice

• Flooding

A load destabilizing condition endangers road surface or traffic

• High winds

• Falling objects

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-404. Metropolitan Curfew Transport Restriction

A. Unless otherwise provided under this Article, this Section shall apply as provided under subsections (B) and (C) to a special permitted vehicle or load that exceeds 10 feet in width, but does not exceed any of the following dimensions:

1. 16 feet in height;

2. 3 feet in length of front overhang;

3. 10 feet in length of rear overhang;

4. 120 feet in overall length; or

5. 250,000 pounds.

B. A permittee or driver of a special permitted vehicle or load described under subsection (A) may transport on a Monday through Friday during curfew hours subject to the following routes and restrictions:

 

Metropolitan Phoenix - Curfew Routes and Restrictions

Route

Restriction Location

(MP = Milepost)

Width Restrictions During the Curfew Hours of:

7:00 a.m. to 9:00 a.m.; and

4:00 p.m. to 6:00 p.m.

SR 202

MP 9.80 (Junction SR 101) to MP 57.24 (Junction I-10)

Over 10’ - 12’ = Requires rear escort

Over 12’ - 16’ = No transport

SR 101

MP 1.21 (Junction I-10, near 99th Avenue) to MP 61.33 (Junction SR 202)

Over 10’ - 12’ = Requires rear escort

Over 12’ - 16’ = No transport

C. A permittee or driver of a special permitted vehicle or load exceeding any dimension described under subsection (A) shall not transport on a Monday through Friday during curfew hours subject to the following routes and restrictions:

 

Metropolitan Phoenix - Curfew Routes and Restrictions

Route

Restriction Location

(MP = Milepost)

Width Restrictions During the Curfew Hours of:

7:00 a.m. to 9:00 a.m.; and

4:00 p.m. to 6:00 p.m.

I-10

MP 133.98 (Junction SR 101) to MP 161.35 (Junction SR 202, Santan)

Over 10’ - 16’ = No transport

I-17

MP 193.94 (Beginning of route at Junction I-10) to MP 214.96 (Junction SR 101)

Over 10’ - 16’ = No transport

SR 51

MP 0.00 (Junctions I-10 and SR Loop 202) to MP 15.90 (Junction SR Loop 101)

Over 10’ - 16’ = No transport

SR 143

MP 0.00 (Junction I-10) to MP 3.81 (McDowell Road)

Over 10’ - 16’ = No transport

SR 202

MP 0.00 (Junctions I-10 and SR 51) to MP 9.80 (Junction SR 101)

Over 10’ - 16’ = No transport

US 60

MP 172.00 (Junction I-10) to MP 190.51 (Junction SR 202)

Over 10’ - 16’ = No transport

Metropolitan Tucson - Curfew Routes and Restrictions

I-10

MP 236.42 (Marana Road) to MP 270.67 (Kolb Road)

Over 10’ - 16’ = No transport

I-19

MP 59.09 (Valencia Road, Kilometer Post 95.00) to MP 63.09 (Junction I-10)

Over 10’ - 16’ = No transport

SR 77

MP 68.05 (Junction I-10) to MP 79.48 (Tangerine Road)

Over 10’ - 16’ = No transport

SR 86

MP 164.04 (Camino Verde Road) to MP 171.44 (Junction I-19)

Over 10’ - 16’ = No transport

Metropolitan Yuma - Curfew Routes and Restrictions

US 95

MP 19.84 (32nd Street East) to MP 31.87 (Avenue 9E)

Over 10’ - 16’ = No transport

SB 8

MP 0.00 (California State Line) to MP 11.50 (End of route near I-8, east of Yuma)

Over 10’ - 16’ = No transport

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-405. Weekend Transport Allowance

A. Except as provided under R17-6-414, a permittee or driver of an oversize or overweight special permitted vehicle, ineligible for continuous travel under R17-6-408 due to excess width or height, may transport on a weekend as provided under this Section if the vehicle or vehicle and load combination is:

1. Over 10 feet to 16 feet in width, or

2. Over 14 feet 6 inches to 16 feet in height, and

3. Otherwise within the limits provided under R17-6-408.

B. A permittee or driver of a vehicle or load described under subsection (A) may transport on a Saturday or Sunday as follows:

1. On any non-holiday weekend;

2. From 3:00 a.m. until 12 noon;

3. On select routes authorized by the Department for weekend transport under R17-6-412, Table 4; and

4. With applicable escort accompaniment as provided under subsection (D).

C. A permittee or driver of a vehicle or load transporting under this Section shall additionally comply with all applicable restrictions and escort vehicle requirements provided under R17-6-412, Table 4.

D. Unless the Department requires additional escort vehicles under R17-6-412, Table 4, a permittee or driver of a vehicle or load transporting under this Section shall have escort vehicle accompaniment as follows:

1. Over 11 to 14 feet in width requires a rear escort,

2. Over 14 to 16 feet in width requires a front and rear escort, and

3. Over 15 feet in height requires a front escort with a height pole.

E. The Department may approve weekend transport under a class C special permit for a vehicle and load combination exceeding the dimensions provided under subsection (A) upon determining the exception to be in the best interest of the public.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-406. Holiday Transport Restriction

A. Except as provided under R17-6-414, this Section applies to an oversize or overweight special permitted vehicle or load with a dimension of more than:

1. 10 feet in width,

2. 14 feet 6 inches in height,

3. 3 feet in length of front overhang,

4. 10 feet in length of rear overhang, or

5. 120 feet in overall length.

B. A permittee or driver shall not transport an oversize or overweight vehicle or load described under subsection (A) in Arizona on the following holidays:

1. New Year’s Day,

2. Memorial Day,

3. Independence Day,

4. Labor Day,

5. Thanksgiving Day, or

6. Christmas Day.

C. A restriction on transport for a holiday listed under subsection (B) also includes days before and after a holiday as follows:

1. When a holiday occurs on a Friday, transport shall stop at 12 noon on the preceding Thursday and may resume the following Monday at one-half hour before sunrise, or Monday at 3:00 a.m. if night transport is allowed under R17-6-409;

2. When a holiday occurs on a Saturday, transport shall stop at 12 noon on the preceding Thursday and may resume the following Monday at one-half hour before sunrise, or Monday at 3:00 a.m. if night transport is allowed under R17-6-409;

3. When a holiday occurs on a Sunday, transport shall stop at 12 noon on the preceding Friday and may resume the following Tuesday at one-half hour before sunrise, or Tuesday at 3:00 a.m. if night transport is allowed under R17-6-409;

4. When a holiday occurs on a Monday, transport shall stop at 12 noon on the preceding Friday and may resume the following Tuesday at one-half hour before sunrise, or Tuesday at 3:00 a.m. if night transport is allowed under R17-6-409; and

5. When a holiday occurs on a Tuesday, Wednesday, or Thursday, transport shall stop at 12 noon on the day before the holiday and may resume the day after the holiday at one-half hour before sunrise, or the day after the holiday at 3:00 a.m. if night transport is allowed under R17-6-409.

D. The Department may approve holiday transport under a class C special permit for a vehicle and load combination exceeding a dimension provided under subsection (A), upon determining the exception to be in the best interest of public safety.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-407. Route-specific and Permit-specific Transport Restrictions

A permittee or driver of a class C oversize or overweight special permitted vehicle or load shall not transport on a Friday from 12 noon until 3:00 a.m. on a route designated by the Department under R17-6-412, Table 4, as being subject to route-specific or permit-specific transport restrictions.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Section R17-6-407 renumbered to R17-6-414; new Section made by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-408. Continuous Travel

A. Except as provided under R17-6-404, a permittee or driver of an oversize or overweight special permitted vehicle is eligible for continuous travel under this Section if the vehicle or vehicle and load combination does not exceed any of the following dimensions:

1. 10 feet in width;

2. 14 feet 6 inches in height;

3. 3 feet in length of front overhang;

4. 10 feet in length of rear overhang;

5. 120 feet in overall length; or

6. 250,000 pounds.

B. Unless otherwise restricted under R17-6-404, R17-6-405, R17-6-406, or R17-6-412, Table 4, a permittee or driver of a self-propelled mobile crane, drilling rig, or similar specialty equipment issued a special permit under R17-6-205, is eligible for continuous travel if the vehicle does not exceed any of the following dimensions:

1. 11 feet in width;

2. 14 feet in height;

3. 3 feet in length of front overhang;

4. 10 feet in length of rear overhang;

5. 120 feet in overall length; or

6. 250,000 pounds.

C. A permittee or driver of a vehicle or load transporting under this Section shall additionally comply with all applicable restrictions and escort vehicle requirements provided under R17-6-305 and R17-6-412, Table 4.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-409. Night Transport Restriction

A. Unless further restricted under this Article, this Section applies to a permittee or driver of an oversize or overweight vehicle, or vehicle and load combination, within the following dimensions:

1. 16 feet or less in width;

2. 16 feet or less in height;

3. 3 feet or less in length of front overhang;

4. 10 feet or less in length of rear overhang;

5. 120 feet or less in overall length; or

6. 250,000 pounds or less in overall weight.

B. A permittee or driver of a vehicle or load described under subsection (A) may transport at night as follows:

1. Beginning at 3:00 a.m. except on any day, route, or time further restricted under R17-6-404 through R17-6-406;

2. On select routes authorized by the Department for night transport under R17-6-412, Table 4; and

3. With applicable escort accompaniment as provided under subsection (D).

C. A permittee or driver of a vehicle or load transporting under this Section shall additionally comply with all applicable restrictions and escort vehicle requirements provided under R17-6-412, Table 4.

D. Unless the Department requires additional escort vehicles under R17-6-412, Table 4, a permittee or driver of a vehicle or load transporting under this Section shall have escort vehicle accompaniment until sunrise as follows:

1. Over 11 to 14 feet in width requires a rear escort,

2. Over 14 to 16 feet in width requires a front and rear escort, and

3. Over 15 feet in height requires a front escort with a height pole.

E. The Department may approve night transport under a class C special permit for a vehicle and load combination exceeding the dimensions provided under subsection (A) upon determining the exception to be in the best interest of public safety.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-410. Special Mobile Home Towing Restriction

A. A vehicle towing a mobile home shall have a factory rating that corresponds with the following criteria:

Load measurement criteria

Towing vehicle factory rating

10 feet or less in width and 50 feet or less in length, including hitch

1 1/2 tons

More than 10 feet in width or more than 50 feet in length, or both

Two tons; four tires per drive axle and minimum 99 inch wheel base

B. A mobile home transporter shall cover the open side of a mobile home module with plastic sheeting no thinner than 1.5 mil plus a rigid grillwork backing.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-411. Maximum Permitted Weights

A. Except as provided under R17-6-211 and R17-6-212, the Department shall use the formulas and computations provided under Tables 3.01 through 3.09, and Illustration 3, to determine the maximum weights allowed on any combination of axles within the distance between the front and rear axle of a given axle group, up to a maximum of 18 feet, when issuing an oversize or overweight special permit for a non-reducible vehicle or load under this Article.

B. The Department shall use the computations provided under R17-6-212, Table 7, to determine the maximum weights allowed for tridem axle group configurations subject to conditions, restrictions, allowances, and route limitations provided under R17-6-212, Table 6.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.01. Maximum Permitted Weight Computations: Axle Width - 8 Feet

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

28,000

28,000

28,000

28,000

28,000

28,000

45,675

45,763

45,850

45,938

46,025

46,113

 

 

B

32,200

32,200

32,200

32,200

32,200

32,200

52,526

52,627

52,728

52,828

52,929

53,029

 

4

A

46,200

46,288

46,375

46,463

46,550

46,638

46,725

46,813

46,900

46,988

47,075

47,163

 

 

B

53,130

53,231

53,331

53,432

53,533

53,633

53,734

53,834

53,935

54,036

54,136

54,237

 

5

A

47,250

47,338

47,425

47,513

47,600

47,688

47,775

47,863

47,950

48,038

48,125

48,213

 

 

B

54,338

54,438

54,539

54,639

54,740

54,841

54,941

55,042

55,143

55,243

55,344

55,444

 

6

A

48,300

48,388

48,475

48,563

48,650

48,738

48,825

48,913

49,000

49,088

49,175

49,263

 

 

B

55,545

55,646

55,746

55,847

55,948

56,048

56,149

56,249

56,350

56,451

56,551

56,652

 

7

A

49,350

49,438

49,525

49,613

49,700

49,788

49,875

49,963

50,050

50,138

50,225

50,313

 

 

B

56,753

56,853

56,954

57,054

57,155

57,256

57,356

57,457

57,558

57,658

57,759

57,859

 

8

A

50,400

50,488

50,575

50,663

50,750

50,838

50,925

51,013

51,100

51,188

51,275

51,363

 

 

B

57,960

58,061

58,161

58,262

58,363

58,463

58,564

58,664

58,765

58,866

58,966

59,067

 

9

A

51,450

51,538

51,625

51,713

51,800

51,888

51,975

52,063

52,150

52,238

52,325

52,413

 

 

B

59,168

59,268

59,369

59,469

59,570

59,671

59,771

59,872

59,973

60,073

60,174

60,274

 

10

A

52,500

52,588

52,675

52,763

52,850

52,938

53,025

53,113

53,200

53,288

53,375

53,463

 

 

B

60,375

60,476

60,576

60,677

60,778

60,878

60,979

61,079

61,180

61,281

61,381

61,482

 

11

A

53,550

53,638

53,725

53,813

53,900

53,988

54,075

54,163

54,250

54,338

54,425

54,513

 

 

B

61,583

61,683

61,784

61,884

61,985

62,086

62,186

62,287

62,388

62,488

62,589

62,689

 

12

A

54,600

54,688

54,775

54,863

54,950

55,038

55,125

55,213

55,300

55,388

55,475

55,563

 

 

B

62,790

62,891

62,991

63,092

63,193

63,293

63,394

63,494

63,595

63,696

63,796

63,897

 

13

A

55,650

55,738

55,825

55,913

56,000

56,088

56,175

56,263

56,350

56,438

56,525

56,613

 

 

B

63,998

64,098

64,199

64,299

64,400

64,501

64,601

64,702

64,803

64,903

65,004

65,104

 

14

A

56,700

56,788

56,875

56,963

57,050

57,138

57,225

57,313

57,400

57,488

57,575

57,663

 

 

B

65,205

65,306

65,406

65,507

65,608

65,708

65,809

65,909

66,010

66,111

66,211

66,312

 

15

A

57,750

57,838

57,925

58,013

58,100

58,188

58,275

58,363

58,450

58,538

58,625

58,713

 

 

B

66,413

66,513

66,614

66,714

66,815

66,916

67,016

67,117

67,218

67,318

67,419

67,519

 

16

A

58,800

58,888

58,975

59,063

59,150

59,238

59,325

59,413

59,500

59,588

59,675

59,763

 

 

B

67,620

67,721

67,821

67,922

68,023

68,123

68,224

68,324

68,425

68,526

68,626

68,727

 

17

A

59,850

59,938

60,025

60,113

60,200

60,288

60,375

60,463

60,550

60,638

60,725

60,813

 

 

B

68,828

68,928

69,029

69,129

69,230

69,331

69,431

69,532

69,633

69,733

69,834

69,934

 

18

A

60,900

 

 

 

 

 

 

 

 

 

 

 

 

 

B

70,035

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight only.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 15%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Table 3.02. Maximum Permitted Weight Computations: Axle Width - 8 Feet 3 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

28,525

28,525

28,525

28,525

28,525

28,525

46,531

46,621

46,710

46,799

46,888

46,977

 

 

B

32,550

32,550

32,550

32,550

32,550

32,550

53,097

53,199

53,301

53,402

53,504

53,606

 

4

A

47,066

47,155

47,245

47,334

47,423

47,512

47,601

47,690

47,779

47,869

47,958

48,047

 

 

B

53,708

53,809

53,911

54,013

54,114

54,216

54,318

54,420

54,521

54,623

54,725

54,826

 

5

A

48,136

48,225

48,314

48,403

48,493

48,582

48,671

48,760

48,849

48,938

49,027

49,116

 

 

B

54,928

55,030

55,132

55,233

55,335

55,437

55,538

55,640

55,742

55,844

55,945

56,047

 

6

A

49,206

49,295

49,384

49,473

49,562

49,651

49,740

49,830

49,919

50,008

50,097

50,186

 

 

B

56,149

56,250

56,352

56,454

56,556

56,657

56,759

56,861

56,963

57,064

57,166

57,268

 

7

A

50,275

50,364

50,454

50,543

50,632

50,721

50,810

50,899

50,988

51,078

51,167

51,256

 

 

B

57,369

57,471

57,573

57,675

57,776

57,878

57,980

58,081

58,183

58,285

58,387

58,488

 

8

A

51,345

51,434

51,523

51,612

51,702

51,791

51,880

51,969

52,058

52,147

52,236

52,326

 

 

B

58,590

58,692

58,793

58,895

58,997

59,099

59,200

59,302

59,404

59,505

59,607

59,709

 

9

A

52,415

52,504

52,593

52,682

52,771

52,860

52,950

53,039

53,128

53,217

53,306

53,395

 

 

B

59,811

59,912

60,014

60,116

60,218

60,319

60,421

60,523

60,624

60,726

60,828

60,930

 

10

A

53,484

53,574

53,663

53,752

53,841

53,930

54,019

54,108

54,198

54,287

54,376

54,465

 

 

B

61,031

61,133

61,235

61,336

61,438

61,540

61,642

61,743

61,845

61,947

62,048

62,150

 

11

A

54,554

54,643

54,732

54,821

54,911

55,000

55,089

55,178

55,267

55,356

55,445

55,535

 

 

B

62,252

62,354

62,455

62,557

62,659

62,760

62,862

62,964

63,066

63,167

63,269

63,371

 

12

A

55,624

55,713

55,802

55,891

55,980

56,069

56,159

56,248

56,337

56,426

56,515

56,604

 

 

B

63,473

63,574

63,676

63,778

63,879

63,981

64,083

64,185

64,286

64,388

64,490

64,591

 

13

A

56,693

56,783

56,872

56,961

57,050

57,139

57,228

57,317

57,407

57,496

57,585

57,674

 

 

B

64,693

64,795

64,897

64,998

65,100

65,202

65,303

65,405

65,507

65,609

65,710

65,812

 

14

A

57,763

57,852

57,941

58,031

58,120

58,209

58,298

58,387

58,476

58,565

58,655

58,744

 

 

B

65,914

66,015

66,117

66,219

66,321

66,422

66,524

66,626

66,728

66,829

66,931

67,033

 

15

A

58,833

58,922

59,011

59,100

59,189

59,279

59,368

59,457

59,546

59,635

59,724

59,813

 

 

B

67,134

67,236

67,338

67,440

67,541

67,643

67,745

67,846

67,948

68,050

68,152

68,253

 

16

A

59,903

59,992

60,081

60,170

60,259

60,348

60,437

60,526

60,616

60,705

60,794

60,883

 

 

B

68,355

68,457

68,558

68,660

68,762

68,864

68,965

69,067

69,169

69,270

69,372

69,474

 

17

A

60,972

61,061

61,150

61,240

61,329

61,418

61,507

61,596

61,685

61,774

61,864

61,953

 

 

B

69,576

69,677

69,779

69,881

69,983

70,084

70,186

70,288

70,389

70,491

70,593

70,695

 

18

A

62,042

 

 

 

 

 

 

 

 

 

 

 

 

 

B

70,796

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 1.875%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 16.25%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.03. Maximum Permitted Weight Computations: Axle Width - 8 Feet 6 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

29,050

29,050

29,050

29,050

29,050

29,050

47,388

47,479

47,569

47,660

47,751

47,842

 

 

B

32,900

32,900

32,900

32,900

32,900

32,900

53,668

53,771

53,874

53,977

54,079

54,182

 

4

A

47,933

48,023

48,114

48,205

48,296

48,386

48,477

48,568

48,659

48,750

48,840

48,931

 

 

B

54,285

54,388

54,491

54,593

54,696

54,799

54,902

55,005

55,108

55,210

55,313

55,416

 

5

A

49,022

49,113

49,203

49,294

49,385

49,476

49,567

49,657

49,748

49,839

49,930

50,020

 

 

B

55,519

55,622

55,724

55,827

55,930

56,033

56,136

56,238

56,341

56,444

56,547

56,650

 

6

A

50,111

50,202

50,293

50,384

50,474

50,565

50,656

50,747

50,838

50,928

51,019

51,110

 

 

B

56,753

56,855

56,958

57,061

57,164

57,267

57,369

57,472

57,575

57,678

57,781

57,883

 

7

A

51,201

51,291

51,382

51,473

51,564

51,655

51,745

51,836

51,927

52,018

52,108

52,199

 

 

B

57,986

58,089

58,192

58,295

58,398

58,500

58,603

58,706

58,809

58,912

59,014

59,117

 

8

A

52,290

52,381

52,472

52,562

52,653

52,744

52,835

52,925

53,016

53,107

53,198

53,289

 

 

B

59,220

59,323

59,426

59,528

59,631

59,734

59,837

59,940

60,043

60,145

60,248

60,351

 

9

A

53,379

53,470

53,561

53,652

53,743

53,833

53,924

54,015

54,106

54,196

54,287

54,378

 

 

B

60,454

60,557

60,659

60,762

60,865

60,968

61,071

61,173

61,276

61,379

61,482

61,585

 

10

A

54,469

54,560

54,650

54,741

54,832

54,923

55,013

55,104

55,195

55,286

55,377

55,467

 

 

B

61,688

61,790

61,893

61,996

62,099

62,202

62,304

62,407

62,510

62,613

62,716

62,818

 

11

A

55,558

55,649

55,740

55,830

55,921

56,012

56,103

56,194

56,284

56,375

56,466

56,557

 

 

B

62,921

63,024

63,127

63,230

63,333

63,435

63,538

63,641

63,744

63,847

63,949

64,052

 

12

A

56,648

56,738

56,829

56,920

57,011

57,101

57,192

57,283

57,374

57,465

57,555

57,646

 

 

B

64,155

64,258

64,361

64,463

64,566

64,669

64,772

64,875

64,978

65,080

65,183

65,286

 

13

A

57,737

57,828

57,918

58,009

58,100

58,191

58,282

58,372

58,463

58,554

58,645

58,735

 

 

B

65,389

65,492

65,594

65,697

65,800

65,903

66,006

66,108

66,211

66,314

66,417

66,520

 

14

A

58,826

58,917

59,008

59,099

59,189

59,280

59,371

59,462

59,553

59,643

59,734

59,825

 

 

B

66,623

66,725

66,828

66,931

67,034

67,137

67,239

67,342

67,445

67,548

67,651

67,753

 

15

A

59,916

60,006

60,097

60,188

60,279

60,370

60,460

60,551

60,642

60,733

60,823

60,914

 

 

B

67,856

67,959

68,062

68,165

68,268

68,370

68,473

68,576

68,679

68,782

68,884

68,987

 

16

A

61,005

61,096

61,187

61,277

61,368

61,459

61,550

61,640

61,731

61,822

61,913

62,004

 

 

B

69,090

69,193

69,296

69,398

69,501

69,604

69,707

69,810

69,913

70,015

70,118

70,221

 

17

A

62,094

62,185

62,276

62,367

62,458

62,548

62,639

62,730

62,821

62,911

63,002

63,093

 

 

B

70,324

70,427

70,529

70,632

70,735

70,838

70,941

71,043

71,146

71,249

71,352

71,455

 

18

A

63,184

 

 

 

 

 

 

 

 

 

 

 

 

 

B

71,558

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 3.75%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 17.5%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.04. Maximum Permitted Weight Computations: Axle Width - 8 Feet 9 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

29,575

29,575

29,575

29,575

29,575

29,575

48,244

48,337

48,429

48,521

48,614

48,706

 

 

B

33,250

33,250

33,250

33,250

33,250

33,250

54,239

54,343

54,447

54,551

54,655

54,759

 

4

A

48,799

48,891

48,984

49,076

49,168

49,261

49,353

49,446

49,538

49,631

49,723

49,815

 

 

B

54,863

54,966

55,070

55,174

55,278

55,382

55,486

55,590

55,694

55,798

55,902

56,005

 

5

A

49,908

50,000

50,093

50,185

50,278

50,370

50,462

50,555

50,647

50,740

50,832

50,924

 

 

B

56,109

56,213

56,317

56,421

56,525

56,629

56,733

56,837

56,941

57,045

57,148

57,252

 

6

A

51,017

51,109

51,202

51,294

51,387

51,479

51,571

51,664

51,756

51,849

51,941

52,034

 

 

B

57,356

57,460

57,564

57,668

57,772

57,876

57,980

58,084

58,188

58,291

58,395

58,499

 

7

A

52,126

52,218

52,311

52,403

52,496

52,588

52,680

52,773

52,865

52,958

53,050

53,143

 

 

B

58,603

58,707

58,811

58,915

59,019

59,123

59,227

59,330

59,434

59,538

59,642

59,746

 

8

A

53,235

53,327

53,420

53,512

53,605

53,697

53,790

53,882

53,974

54,067

54,159

54,252

 

 

B

59,850

59,954

60,058

60,162

60,266

60,370

60,473

60,577

60,681

60,785

60,889

60,993

 

9

A

54,344

54,436

54,529

54,621

54,714

54,806

54,899

54,991

55,083

55,176

55,268

55,361

 

 

B

61,097

61,201

61,305

61,409

61,513

61,616

61,720

61,824

61,928

62,032

62,136

62,240

 

10

A

55,453

55,546

55,638

55,730

55,823

55,915

56,008

56,100

56,193

56,285

56,377

56,470

 

 

B

62,344

62,448

62,552

62,655

62,759

62,863

62,967

63,071

63,175

63,279

63,383

63,487

 

11

A

56,562

56,655

56,747

56,839

56,932

57,024

57,117

57,209

57,302

57,394

57,486

57,579

 

 

B

63,591

63,695

63,798

63,902

64,006

64,110

64,214

64,318

64,422

64,526

64,630

64,734

 

12

A

57,671

57,764

57,856

57,949

58,041

58,133

58,226

58,318

58,411

58,503

58,595

58,688

 

 

B

64,838

64,941

65,045

65,149

65,253

65,357

65,461

65,565

65,669

65,773

65,877

65,980

 

13

A

58,780

58,873

58,965

59,058

59,150

59,242

59,335

59,427

59,520

59,612

59,705

59,797

 

 

B

66,084

66,188

66,292

66,396

66,500

66,604

66,708

66,812

66,916

67,020

67,123

67,227

 

14

A

59,889

59,982

60,074

60,167

60,259

60,351

60,444

60,536

60,629

60,721

60,814

60,906

 

 

B

67,331

67,435

67,539

67,643

67,747

67,851

67,955

68,059

68,163

68,266

68,370

68,474

 

15

A

60,998

61,091

61,183

61,276

61,368

61,461

61,553

61,645

61,738

61,830

61,923

62,015

 

 

B

68,578

68,682

68,786

68,890

68,994

69,098

69,202

69,305

69,409

69,513

69,617

69,721

 

16

A

62,108

62,200

62,292

62,385

62,477

62,570

62,662

62,754

62,847

62,939

63,032

63,124

 

 

B

69,825

69,929

70,033

70,137

70,241

70,345

70,448

70,552

70,656

70,760

70,864

70,968

 

17

A

63,217

63,309

63,401

63,494

63,586

63,679

63,771

63,864

63,956

64,048

64,141

64,233

 

 

B

71,072

71,176

71,280

71,384

71,488

71,591

71,695

71,799

71,903

72,007

72,111

72,215

 

18

A

64,326

 

 

 

 

 

 

 

 

 

 

 

 

 

B

72,319

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 5.625%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 18.75%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.05. Maximum Permitted Weight Computations: Axle Width - 9 Feet

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

30,100

30,100

30,100

30,100

30,100

30,100

49,101

49,195

49,289

49,383

49,477

49,571

 

 

B

33,600

33,600

33,600

33,600

33,600

33,600

54,810

54,915

55,020

55,125

55,230

55,335

 

4

A

49,665

49,759

49,853

49,947

50,041

50,135

50,229

50,323

50,418

50,512

50,606

50,700

 

 

B

55,440

55,545

55,650

55,755

55,860

55,965

56,070

56,175

56,280

56,385

56,490

56,595

 

5

A

50,794

50,888

50,982

51,076

51,170

51,264

51,358

51,452

51,546

51,640

51,734

51,828

 

 

B

56,700

56,805

56,910

57,015

57,120

57,225

57,330

57,435

57,540

57,645

57,750

57,855

 

6

A

51,923

52,017

52,111

52,205

52,299

52,393

52,487

52,581

52,675

52,769

52,863

52,957

 

 

B

57,960

58,065

58,170

58,275

58,380

58,485

58,590

58,695

58,800

58,905

59,010

59,115

 

7

A

53,051

53,145

53,239

53,333

53,428

53,522

53,616

53,710

53,804

53,898

53,992

54,086

 

 

B

59,220

59,325

59,430

59,535

59,640

59,745

59,850

59,955

60,060

60,165

60,270

60,375

 

8

A

54,180

54,274

54,368

54,462

54,556

54,650

54,744

54,838

54,933

55,027

55,121

55,215

 

 

B

60,480

60,585

60,690

60,795

60,900

61,005

61,110

61,215

61,320

61,425

61,530

61,635

 

9

A

55,309

55,403

55,497

55,591

55,685

55,779

55,873

55,967

56,061

56,155

56,249

56,343

 

 

B

61,740

61,845

61,950

62,055

62,160

62,265

62,370

62,475

62,580

62,685

62,790

62,895

 

10

A

56,438

56,532

56,626

56,720

56,814

56,908

57,002

57,096

57,190

57,284

57,378

57,472

 

 

B

63,000

63,105

63,210

63,315

63,420

63,525

63,630

63,735

63,840

63,945

64,050

64,155

 

11

A

57,566

57,660

57,754

57,848

57,943

58,037

58,131

58,225

58,319

58,413

58,507

58,601

 

 

B

64,260

64,365

64,470

64,575

64,680

64,785

64,890

64,995

65,100

65,205

65,310

65,415

 

12

A

58,695

58,789

58,883

58,977

59,071

59,165

59,259

59,353

59,448

59,542

59,636

59,730

 

 

B

65,520

65,625

65,730

65,835

65,940

66,045

66,150

66,255

66,360

66,465

66,570

66,675

 

13

A

59,824

59,918

60,012

60,106

60,200

60,294

60,388

60,482

60,576

60,670

60,764

60,858

 

 

B

66,780

66,885

66,990

67,095

67,200

67,305

67,410

67,515

67,620

67,725

67,830

67,935

 

14

A

60,953

61,047

61,141

61,235

61,329

61,423

61,517

61,611

61,705

61,799

61,893

61,987

 

 

B

68,040

68,145

68,250

68,355

68,460

68,565

68,670

68,775

68,880

68,985

69,090

69,195

 

15

A

62,081

62,175

62,269

62,363

62,458

62,552

62,646

62,740

62,834

62,928

63,022

63,116

 

 

B

69,300

69,405

69,510

69,615

69,720

69,825

69,930

70,035

70,140

70,245

70,350

70,455

 

16

A

63,210

63,304

63,398

63,492

63,586

63,680

63,774

63,868

63,963

64,057

64,151

64,245

 

 

B

70,560

70,665

70,770

70,875

70,980

71,085

71,190

71,295

71,400

71,505

71,610

71,715

 

17

A

64,339

64,433

64,527

64,621

64,715

64,809

64,903

64,997

65,091

65,185

65,279

65,373

 

 

B

71,820

71,925

72,030

72,135

72,240

72,345

72,450

72,555

72,660

72,765

72,870

72,975

 

18

A

65,468

 

 

 

 

 

 

 

 

 

 

 

 

 

B

73,080

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 7.5%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 20%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.06. Maximum Permitted Weight Computations: Axle Width - 9 Feet 3 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

30,625

30,625

30,625

30,625

30,625

30,625

49,957

50,053

50,148

50,244

50,340

50,436

 

 

B

33,950

33,950

33,950

33,950

33,950

33,950

55,381

55,487

55,593

55,699

55,805

55,911

 

4

A

50,531

50,627

50,723

50,818

50,914

51,010

51,105

51,201

51,297

51,393

51,488

51,584

 

 

B

56,018

56,124

56,230

56,336

56,442

56,548

56,654

56,760

56,866

56,972

57,078

57,185

 

5

A

51,680

51,775

51,871

51,967

52,063

52,158

52,254

52,350

52,445

52,541

52,637

52,732

 

 

B

57,291

57,397

57,503

57,609

57,715

57,821

57,927

58,033

58,139

58,245

58,352

58,458

 

6

A

52,828

52,924

53,020

53,115

53,211

53,307

53,402

53,498

53,594

53,689

53,785

53,881

 

 

B

58,564

58,670

58,776

58,882

58,988

59,094

59,200

59,306

59,413

59,519

59,625

59,731

 

7

A

53,977

54,072

54,168

54,264

54,359

54,455

54,551

54,646

54,742

54,838

54,934

55,029

 

 

B

59,837

59,943

60,049

60,155

60,261

60,367

60,473

60,580

60,686

60,792

60,898

61,004

 

8

A

55,125

55,221

55,316

55,412

55,508

55,604

55,699

55,795

55,891

55,986

56,082

56,178

 

 

B

61,110

61,216

61,322

61,428

61,534

61,640

61,747

61,853

61,959

62,065

62,171

62,277

 

9

A

56,273

56,369

56,465

56,561

56,656

56,752

56,848

56,943

57,039

57,135

57,230

57,326

 

 

B

62,383

62,489

62,595

62,701

62,808

62,914

63,020

63,126

63,232

63,338

63,444

63,550

 

10

A

57,422

57,518

57,613

57,709

57,805

57,900

57,996

58,092

58,188

58,283

58,379

58,475

 

 

B

63,656

63,762

63,868

63,975

64,081

64,187

64,293

64,399

64,505

64,611

64,717

64,823

 

11

A

58,570

58,666

58,762

58,857

58,953

59,049

59,145

59,240

59,336

59,432

59,527

59,623

 

 

B

64,929

65,035

65,142

65,248

65,354

65,460

65,566

65,672

65,778

65,884

65,990

66,096

 

12

A

59,719

59,814

59,910

60,006

60,102

60,197

60,293

60,389

60,484

60,580

60,676

60,771

 

 

B

66,203

66,309

66,415

66,521

66,627

66,733

66,839

66,945

67,051

67,157

67,263

67,370

 

13

A

60,867

60,963

61,059

61,154

61,250

61,346

61,441

61,537

61,633

61,729

61,824

61,920

 

 

B

67,476

67,582

67,688

67,794

67,900

68,006

68,112

68,218

68,324

68,430

68,537

68,643

 

14

A

62,016

62,111

62,207

62,303

62,398

62,494

62,590

62,686

62,781

62,877

62,973

63,068

 

 

B

68,749

68,855

68,961

69,067

69,173

69,279

69,385

69,491

69,598

69,704

69,810

69,916

 

15

A

63,164

63,260

63,355

63,451

63,547

63,643

63,738

63,834

63,930

64,025

64,121

64,217

 

 

B

70,022

70,128

70,234

70,340

70,446

70,552

70,658

70,765

70,871

70,977

71,083

71,189

 

16

A

64,313

64,408

64,504

64,600

64,695

64,791

64,887

64,982

65,078

65,174

65,270

65,365

 

 

B

71,295

71,401

71,507

71,613

71,719

71,825

71,932

72,038

72,144

72,250

72,356

72,462

 

17

A

65,461

65,557

65,652

65,748

65,844

65,939

66,035

66,131

66,227

66,322

66,418

66,514

 

 

B

72,568

72,674

72,780

72,886

72,993

73,099

73,205

73,311

73,417

73,523

73,629

73,735

 

18

A

66,609

 

 

 

 

 

 

 

 

 

 

 

 

 

B

73,841

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 9.375%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 21.25%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.07. Maximum Permitted Weight Computations: Axle Width - 9 Feet 6 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

31,150

31,150

31,150

31,150

31,150

31,150

50,813

50,911

51,008

51,105

51,203

51,300

 

 

B

34,300

34,000

34,300

34,300

34,300

34,300

55,952

56,059

56,166

56,273

56,381

56,488

 

4

A

51,398

51,495

51,592

51,690

51,787

51,884

51,982

52,079

52,176

52,274

52,371

52,468

 

 

B

56,595

56,702

56,809

56,917

57,024

57,131

57,238

57,345

57,453

57,560

57,667

57,774

 

5

A

52,566

52,663

52,760

52,858

52,955

53,052

53,150

53,247

53,344

53,442

53,539

53,636

 

 

B

57,881

57,988

58,096

58,203

58,310

58,417

58,524

58,632

58,739

58,846

58,953

59,060

 

6

A

53,734

53,831

53,928

54,026

54,123

54,220

54,318

54,415

54,513

54,610

54,707

54,805

 

 

B

59,168

59,275

59,382

59,489

59,596

59,703

59,811

59,918

60,025

60,132

60,239

60,347

 

7

A

54,902

54,999

55,097

55,194

55,291

55,389

55,486

55,583

55,681

55,778

55,875

55,973

 

 

B

60,454

60,561

60,668

60,775

60,883

60,990

61,097

61,204

61,311

61,418

61,526

61,633

 

8

A

56,070

56,167

56,265

56,362

56,459

56,557

56,654

56,751

56,849

56,946

57,043

57,141

 

 

B

61,740

61,847

61,954

62,062

62,169

62,276

62,383

62,490

62,598

62,705

62,812

62,919

 

9

A

57,238

57,335

57,433

57,530

57,628

57,725

57,822

57,920

58,017

58,114

58,212

58,309

 

 

B

63,026

63,133

63,241

63,348

63,455

63,562

63,669

63,777

63,884

63,991

64,098

64,205

 

10

A

58,406

58,504

58,601

58,698

58,796

58,893

58,990

59,088

59,185

59,282

59,380

59,477

 

 

B

64,313

64,420

64,527

64,634

64,741

64,848

64,956

65,063

65,170

65,277

65,384

65,492

 

11

A

59,574

59,672

59,769

59,866

59,964

60,061

60,158

60,256

60,353

60,450

60,548

60,645

 

 

B

65,599

65,706

65,813

65,920

66,028

66,135

66,242

66,349

66,456

66,563

66,671

66,778

 

12

A

60,743

60,840

60,937

61,035

61,132

61,229

61,327

61,424

61,521

61,619

61,716

61,813

 

 

B

66,885

66,992

67,099

67,207

67,314

67,421

67,528

67,635

67,743

67,850

67,957

68,064

 

13

A

61,911

62,008

62,105

62,203

62,300

62,397

62,495

62,592

62,689

62,787

62,884

62,981

 

 

B

68,171

68,278

68,386

68,493

68,600

68,707

68,814

68,922

69,029

69,136

69,243

69,350

 

14

A

63,079

63,176

63,273

63,371

63,468

63,565

63,663

63,760

63,858

63,955

64,052

64,150

 

 

B

69,458

69,565

69,672

69,779

69,886

69,993

70,101

70,208

70,315

70,422

70,529

70,637

 

15

A

64,247

64,344

64,442

64,539

64,636

64,734

64,831

64,928

65,026

65,123

65,220

65,318

 

 

B

70,744

70,851

70,958

71,065

71,173

71,280

71,387

71,494

71,601

71,708

71,816

71,923

 

16

A

65,415

65,512

65,610

65,707

65,804

65,902

65,999

66,096

66,194

66,291

66,388

66,486

 

 

B

72,030

72,137

72,244

72,352

72,459

72,566

72,673

72,780

72,888

72,995

73,102

73,209

 

17

A

66,583

66,680

66,778

66,875

66,973

67,070

67,167

67,265

67,362

67,459

67,557

67,654

 

 

B

73,316

73,423

73,531

73,638

73,745

73,852

73,959

74,067

74,174

74,281

74,388

74,495

 

18

A

67,751

 

 

 

 

 

 

 

 

 

 

 

 

 

B

74,603

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 11.25%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 22.5%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.08. Maximum Permitted Weight Computations: Axle Width - 9 Feet 9 Inches

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

31,675

31,675

31,675

31,675

31,675

31,675

51,670

51,769

51,868

51,967

52,066

52,165

 

 

B

34,650

34,650

34,650

34,650

34,650

34,650

56,523

56,631

56,739

56,848

56,956

57,064

 

4

A

52,264

52,363

52,462

52,561

52,660

52,759

52,858

52,957

53,056

53,155

53,254

53,353

 

 

B

57,173

57,281

57,389

57,497

57,606

57,714

57,822

57,930

58,039

58,147

58,255

58,364

 

5

A

53,452

53,551

53,650

53,749

53,848

53,946

54,045

54,144

54,243

54,342

54,441

54,540

 

 

B

58,472

58,580

58,688

58,797

58,905

59,013

59,122

59,230

59,338

59,446

59,555

59,663

 

6

A

54,639

54,738

54,837

54,936

55,035

55,134

55,233

55,332

55,431

55,530

55,629

55,728

 

 

B

59,771

59,880

59,988

60,096

60,204

60,313

60,421

60,529

60,638

60,746

60,854

60,962

 

7

A

55,827

55,926

56,025

56,124

56,223

56,322

56,421

56,520

56,619

56,718

56,817

56,916

 

 

B

61,071

61,179

61,287

61,395

61,504

61,612

61,720

61,829

61,937

62,045

62,153

62,262

 

8

A

57,015

57,114

57,213

57,312

57,411

57,510

57,609

57,708

57,807

57,906

58,005

58,104

 

 

B

62,370

62,478

62,587

62,695

62,803

62,911

63,020

63,128

63,236

63,345

63,453

63,561

 

9

A

58,203

58,302

58,401

58,500

58,599

58,698

58,797

58,896

58,995

59,094

59,193

59,292

 

 

B

63,669

63,778

63,886

63,994

64,103

64,211

64,319

64,427

64,536

64,644

64,752

64,860

 

10

A

59,391

59,490

59,589

59,688

59,787

59,886

59,985

60,084

60,183

60,281

60,380

60,479

 

 

B

64,969

65,077

65,185

65,294

65,402

65,510

65,618

65,727

65,835

65,943

66,052

66,160

 

11

A

60,578

60,677

60,776

60,875

60,974

61,073

61,172

61,271

61,370

61,469

61,568

61,667

 

 

B

66,268

66,376

66,485

66,593

66,701

66,810

66,918

67,026

67,134

67,243

67,351

67,459

 

12

A

61,766

61,865

61,964

62,063

62,162

62,261

62,360

62,459

62,558

62,657

62,756

62,855

 

 

B

67,568

67,676

67,784

67,892

68,001

68,109

68,217

68,325

68,434

68,542

68,650

68,759

 

13

A

62,954

63,053

63,152

63,251

63,350

63,449

63,548

63,647

63,746

63,845

63,944

64,043

 

 

B

68,867

68,975

69,083

69,192

69,300

69,408

69,517

69,625

69,733

69,841

69,950

70,058

 

14

A

64,142

64,241

64,340

64,439

64,538

64,637

64,736

64,835

64,934

65,033

65,132

65,231

 

 

B

70,166

70,275

70,383

70,491

70,599

70,708

70,816

70,924

71,033

71,141

71,249

71,357

 

15

A

65,330

65,429

65,528

65,627

65,726

65,825

65,924

66,023

66,122

66,221

66,320

66,419

 

 

B

71,466

71,574

71,682

71,790

71,899

72,007

72,115

72,224

72,332

72,440

72,548

72,657

 

16

A

66,518

66,616

66,715

66,814

66,913

67,012

67,111

67,210

67,309

67,408

67,507

67,606

 

 

B

72,765

72,873

72,982

73,090

73,198

73,306

73,415

73,523

73,631

73,740

73,848

73,956

 

17

A

67,705

67,804

67,903

68,002

68,101

68,200

68,299

68,398

68,497

68,596

68,695

68,794

 

 

B

74,064

74,173

74,281

74,389

74,498

74,606

74,714

74,822

74,931

75,039

75,147

75,255

 

18

A

68,893

 

 

 

 

 

 

 

 

 

 

 

 

 

B

75,364

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 13.125%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 23.75%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Table 3.09. Maximum Permitted Weight Computations: Axle Width - 10 Feet

Overweight Axle Group Chart
Distance between the center of the front axle and the center of the rear axle of a given group.

 

 

 

Inches

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0

1

2

3

4

5

6

7

8

9

10

11

Feet

3

A

32,200

32,200

32,200

32,200

32,200

32,200

52,526

52,627

52,728

52,828

52,929

53,029

 

 

B

35,000

35,000

35,000

35,000

35,000

35,000

57,094

57,203

57,313

57,422

57,531

57,641

 

4

A

53,130

53,231

53,331

53,432

53,533

53,633

53,734

53,834

53,935

54,036

54,136

54,237

 

 

B

57,750

57,859

57,969

58,078

58,188

58,297

58,406

58,516

58,625

58,734

58,844

58,953

 

5

A

54,338

54,438

54,539

54,639

54,740

54,841

54,941

55,042

55,143

55,243

55,344

55,444

 

 

B

59,063

59,172

59,281

59,391

59,500

59,609

59,719

59,828

59,938

60,047

60,156

60,266

 

6

A

55,545

55,646

55,746

55,847

55,948

56,048

56,149

56,249

56,350

56,451

56,551

56,652

 

 

B

60,375

60,484

60,594

60,703

60,813

60,922

61,031

61,141

61,250

61,359

61,469

61,578

 

7

A

56,753

56,853

56,954

57,054

57,155

57,256

57,356

57,457

57,558

57,658

57,759

57,859

 

 

B

61,688

61,797

61,906

62,016

62,125

62,234

62,344

62,453

62,563

62,672

62,781

62,891

 

8

A

57,960

58,061

58,161

58,262

58,363

58,463

58,564

58,664

58,765

58,866

58,966

59,067

 

 

B

63,000

63,109

63,219

63,328

63,438

63,547

63,656

63,766

63,875

63,984

64,094

64,203

 

9

A

59,168

59,268

59,369

59,469

59,570

59,671

59,771

59,872

59,973

60,073

60,174

60,274

 

 

B

64,313

64,422

64,531

64,641

64,750

64,859

64,969

65,078

65,188

65,297

65,406

65,516

 

10

A

60,375

60,476

60,576

60,677

60,778

60,878

60,979

61,079

61,180

61,281

61,381

61,482

 

 

B

65,625

65,734

65,844

65,953

66,063

66,172

66,281

66,391

66,500

66,609

66,719

66,828

 

11

A

61,583

61,683

61,784

61,884

61,985

62,086

62,186

62,287

62,388

62,488

62,589

62,689

 

 

B

66,938

67,047

67,156

67,266

67,375

67,484

67,594

67,703

67,813

67,922

68,031

68,141

 

12

A

62,790

62,891

62,991

63,092

63,193

63,293

63,394

63,494

63,595

63,696

63,796

63,897

 

 

B

68,250

68,359

68,469

68,578

68,688

68,797

68,906

69,016

69,125

69,234

69,344

69,453

 

13

A

63,998

64,098

64,199

64,299

64,400

64,501

64,601

64,702

64,803

64,903

65,004

65,104

 

 

B

69,563

69,672

69,781

69,891

70,000

70,109

70,219

70,328

70,438

70,547

70,656

70,766

 

14

A

65,205

65,306

65,406

65,507

65,608

65,708

65,809

65,909

66,010

66,111

66,211

66,312

 

 

B

70,875

70,984

71,094

71,203

71,313

71,422

71,531

71,641

71,750

71,859

71,969

72,078

 

15

A

66,413

66,513

66,614

66,714

66,815

66,916

67,016

67,117

67,218

67,318

67,419

67,519

 

 

B

72,188

72,297

72,406

72,516

72,625

72,734

72,844

72,953

73,063

73,172

73,281

73,391

 

16

A

67,620

67,721

67,821

67,922

68,023

68,123

68,224

68,324

68,425

68,526

68,626

68,727

 

 

B

73,500

73,609

73,719

73,828

73,938

74,047

74,156

74,266

74,375

74,484

74,594

74,703

 

17

A

68,828

68,928

69,029

69,129

69,230

69,331

69,431

69,532

69,633

69,733

69,834

69,934

 

 

B

74,813

74,922

75,031

75,141

75,250

75,359

75,469

75,578

75,688

75,797

75,906

76,016

 

18

A

70,035

 

 

 

 

 

 

 

 

 

 

 

 

 

B

76,125

 

 

 

 

 

 

 

 

 

 

 

 
Computation Formula: Weight = 1.5 X 700 ( L + 40 )
(L = Distance between the center of the front axle and the center of the rear axle of a given group.)
 
Legend:
Line A: Four tires per axle or two 14-inch wide tires. Value is the formula weight plus 15%.
Line B: Eight tires per axle or four 14-inch wide tires. Value is the formula weight plus 25%.
Historical Note

New Table made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Table amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

 

Illustration 3. Overweight Axle Groups

The axle group weights shown on the previous tables are maximum weights allowed on any combination of axles within the distance between the front and rear axle of a given group to a maximum of 18 feet. The values in Table 3.01 line “A” are an expansion of the formula W = 1.5 x 700 (L + 40), where L is the distance between the centers of the front and rear axles of a group. The values in line “B” and in the remaining tables are computed by applying the percentages provided in the Table footnotes and are intended to increase the allowable weights based on wider axles and increased number of tires. Measured axle widths shall be rounded down to the nearest 3” increment when determining the appropriate table to use.

(Axle 1) limited to 28,000 lbs for single alone

(Axle 2 + 3); L = 4’; W = 46,200 lbs for tandem alone

(Axle 1) + (Axle 2 + 3); L = 14’; W = 56,700 lbs for the group

(Axle 4 + 5); L = 6’; W = 60,375 lbs (25% increase for 10’ wide - 8 tires)

(Axle 2 + 3 + 4); L = 16’; W = (2/3 x 58,800) + (1/3 x 73,500) = 63,700 lbs

(Axle 3 + 4 + 5); L = 18’; W = (1/3 x 60,900) + (2/3 x 76,125) = 71,050 lbs

(Axle 3 + 4); L = 12’; W = (1/2 x 54,600) + (1/2 x 68,250) = 61,425 lbs

(Axle 6 + 7 +8); L = 10’ 8”; W = 61,180 (15% increase for 10’ wide - 4 tires)

Note: The Department shall review each possible axle group that can exist within an 18-foot distance. Axle group configurations of different widths or numbers of tires shall be prorated within the total group load in determining any allowable increase over the basic formula weight.

Historical Note

New Illustration 3 made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Illustration 3 amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

R17-6-412. Highway-specific Restrictions, Requirements, Conditions, and Allowances

A. The Department may temporarily prohibit operation of an oversize or overweight special permitted vehicle, or impose additional weight restrictions, requirements, conditions, or allowances, if safe transport on a highway under the Department’s jurisdiction is unavoidably affected by a temporary construction or maintenance project, incident, or emergency situation as indicated on the Department’s web site at www.az511.gov.

B. The Department shall post to its web site at www.azdot.gov all updates to any temporary or permanent highway restrictions, requirements, conditions, or allowances affecting a route listed under Table 4 as appropriate for safe transport of an oversize or overweight vehicle or vehicle and load.

C. A permittee and driver shall check the Department’s web site at www.azdot.gov daily for updates to any temporary or permanent highway restrictions, requirements, conditions, or allowances affecting safe transport of an oversize or overweight vehicle or vehicle and load on a route listed under Table 4.

D. A permittee or driver of an oversize or overweight vehicle or load shall not access a route listed under Table 4 unless operating in full compliance with all indicated permanent highway restrictions, requirements, conditions and allowances, including any additional instructions indicated on the special permit issued by the Department.

E. A permittee and driver shall additionally check daily for up-to-date information on traffic conditions, road closures, and restrictions by:

1. Accessing the Department’s Traffic Operations Center online at www.az511.gov; or

2. Contacting a highway project engineer at the ADOT district office identified on the Department’s web site at www.azdot.gov/Highways as responsible for oversight of the permittee’s applicable transport route.

F. The information contained in Table 4 reflects highway restrictions, requirements, conditions, and allowances applicable on the effective date of this Section. Real-time updates published as an addendum to Table 4 are posted by the Department to its web site at www.azdot.gov, the Arizona Central Commercial Permits office, and Class C Maintenance Permit Services. This information is critical for ensuring safe transport of an oversize or overweight vehicle or load and is subject to change as provided under this Section.

Historical Note

New Section made by final rulemaking at 9 A.A.R. 665, effective April 8, 2003 (Supp. 03-1). Amended by final rulemaking at 19 A.A.R. 2486, effective September 7, 2013 (Supp. 13-3).

Table 4. Permanent Highway Restrictions, Requirements, Conditions, and Allowances

 

Route

Restriction Location

(MP = Milepost)

Transport
Subject to:

Height

Length

Width

Weight (in lbs)

Escort requirements: F = front escort, R = rear escort, F/R = front and rear escort, and LE = law enforcement escort

Interstate 8

MP 0.00 (California State Line) to MP 144.55 (Vekol Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 8

MP 144.55 (Vekol Road Underpass - Structure 550)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 144.55 (Vekol Road TI) to MP 151.70 (SR 84 TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 8

MP 151.70 Eastbound (SR 84 TI Underpass - Structure 1063)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 151.70 (SR 84 TI) to MP 162.50 (Murphy Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 8

MP 162.50 Westbound (Murphy Road Underpass - Structure 1091)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 162.50 (Murphy Road) to MP 172.55 (Thornton Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 8

MP 172.55 Eastbound (Thornton Road Underpass - Structure 1196)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 172.55 Westbound (Thornton Road Underpass - Structure 1196)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 172.55 (Thornton Road) to MP 173.53 (Chuichu Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 8

MP 173.53 Eastbound (Chuichu Road Underpass - Structure 1197)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 8

MP 173.53 (Chuichu Road) to MP 178.70 (Junction I-10)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 0.00 (California State Line) to MP 5.84 (Tom Wells Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 5.84 Eastbound (Tom Wells Road Underpass - Structure 767)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 5.84 (Tom Wells Road TI) to MP 17.50 (West Quartzsite TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 17.50 (West Quartzsite Underpass - Structure 826)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 17.50 (West Quartzsite TI) to MP 26.65 (Gold Nugget Mountain)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 26.65 Westbound (Gold Nugget Mountain Underpass - Structure769)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 26.65 (Gold Nugget Mountain) to MP 33.78 (Ramsey Mine TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 33.78 Eastbound (Ramsey Mine Underpass - Structure 1202)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 33.78 (Ramsey Mine TI) to MP 45.34 (Vicksburg Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 45.34 (Vicksburg Road Underpass - Structure 1207)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 45.34 (Vicksburg Road TI) to MP 69.60 (Avenue 75E TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 69.60 Westbound (Avenue 75E Underpass - Structure 1283)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 69.60 (Avenue 75E TI) to MP 81.21 (Salome Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 81.21 Eastbound (Salome Road Underpass - Structure 1209)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 81.21 Westbound (Salome Road Underpass - Structure 1209)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 81.21 (Salome Road TI) to MP 101.40 (355th Avenue)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 101.40 Westbound (355th Avenue Underpass - Structure 1647)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 101.40 (355th Avenue) to MP 133.98 (Junction SR 101)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 133.98 (Junction SR 101) to MP 139.65 (51st Avenue TI)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 139.65 Eastbound (51st Avenue Underpass - Structure 1930)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 139.65 (51st Avenue TI) to MP 145.19 (Deck Park Tunnel)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 145.19 Eastbound (Deck Park Tunnel)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 145.19 (Deck Park Tunnel) to MP 147.21 (SR 51 TI)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 147.21 (SR 51 Underpass)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 2”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 147.21 (SR 51 TI) to MP 161.35 (Junction SR 202, Santan)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 161.35 (Junction SR 202, Santan) to MP 167.47 (Riggs Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 167.47 (Riggs Road Underpass - Structure 1148)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 167.47 (Riggs Road TI) to MP 169.85 (Goodyear Underpass)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 169.85 Eastbound (Goodyear Underpass - Structure 1149)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 169.85 (Goodyear Underpass) to MP 174.63 (Nelson Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 174.63 (Nelson Road Underpass - Structure 1213)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16” = R

 

Interstate 10

MP 174.63 (Nelson Road) to MP 175.81 (Casa Blanca TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 175.81 Eastbound (Casa Blanca TI Underpass - Structure 1214)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16” = R

 

Interstate 10

MP 175.81 Westbound (Casa Blanca TI Underpass - Structure 1214)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16” = R

 

Interstate 10

MP 175.81 (Casa Blanca TI) to MP 177.76 (Gas Line Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 177.76 Eastbound (Gas Line Road Underpass - Structure 1215)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16” = R

 

Interstate 10

MP 177.76 (Gas Line Road TI) to MP 179.39 (Seed Farm Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 179.39 Westbound (Seed Farm Road Underpass - Structure 1216)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16” = R

 

Interstate 10

MP 179.39 (Seed Farm Road TI) to MP 195.89 (Earley Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 195.89 (Earley Road Underpass - Structure 1158)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16” = R

 

Interstate 10

MP 195.89 (Earley Road) to MP 203.84 (Toltec Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 203.84 Westbound (Toltec Road Underpass - Structure 2152)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16” = R

 

Interstate 10

MP 203.84 (Toltec Road TI) to MP 205.45 (Battaglia Underpass)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16” = R

 

Interstate 10

MP 205.45 (Battaglia Underpass - Structure 943)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 205.45 (Battaglia Underpass) to MP 208.79 (Sunshine Blvd TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 208.79 Westbound (Sunshine Blvd Underpass - Structure 945)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 208.79 (Sunshine Blvd TI) to MP 226.45 (Red Rock Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 226.45 Eastbound (Red Rock Road Underpass - Structure 592)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 226.45 Westbound (Red Rock Road Underpass - Structure 592)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 226.45 (Red Rock Road TI) to MP 236.42 (Marana Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 236.42 (Marana Road) to MP 270.57 (Kolb Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 270.57 Eastbound (Kolb Road Underpass - Structure 1823)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 270.57 (Kolb Road TI) to MP 273.14 (Rita Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 273.14 Eastbound (Rita Road Underpass - Structure 711)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 273.14 (Rita Road TI) to MP 275.49 (Houghton Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 275.49 Westbound (Houghton Road Underpass - Structure 713)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 275.49 (Houghton Road TI) to MP 279.37 (Vail/Wentworth TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 279.37 Eastbound (Vail/Wentworth Underpass - Structure 744)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 279.37 Westbound (Vail/Wentworth Underpass - Structure 745)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 279.37 (Vail/Wentworth TI) to MP 339.46 (Airport Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 339.46 Eastbound (Airport Road Underpass - Structure 1114)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 339.46 (Airport Road) to MP 378.93 (West San Simon TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 378.93 Eastbound (West San Simon Underpass - Structure 1164)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 378.93 Westbound (West San Simon Underpass - Structure 1164)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 378.93 (West San Simon TI) to MP 382.35 (East San Simon TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 10

MP 382.35 Eastbound (East San Simon Underpass - Structure 1169)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 10

MP 382.35 (East San Simon TI) to MP 391.23 (New Mexico State Line)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 15

MP 0.00 (Nevada State Line) to MP 15.38 (Virgin River Bridge # 5)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

Over 100’ unarticulated = F/R + 2 LE

Over 14’ - 16’ = F/R + 2 LE

 

Interstate 15

MP 15.38 Northbound (Virgin River Bridge #5 - Structure 1617)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

Over 100’ unarticulated = F/R + 2 LE

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

150,000 or less - no additional restrictions;

150,001 through 250,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permitted vehicles with a gross weight of over 250,000 require special analysis and approval from the ADOT Bridge Group.

Interstate 15

MP 15.38 Southbound (Virgin River Bridge #5 - Structure 1618)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

Over 100’ unarticulated = F/R + 2 LE

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

150,000 or less - no additional restrictions;

150,001 through 250,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permitted vehicles with a gross weight of over 250,000 require special analysis and approval from the ADOT Bridge Group.

Interstate 15

MP 15.38 (Virgin River Bridge #5) to MP 29.40 (Utah State Line)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

Over 100’ unarticulated = F/R + 2 LE

Over 14’ - 16’ = F/R + 2 LE

 

Interstate 17

MP 193.94 (Beginning of route at Junction I-10) to MP 198.84 (Buckeye Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 198.84 (Buckeye Road Underpass - Structure 607)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 5”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 198.84 (Buckeye Road) to MP 199.15 (Grant Street)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.15 (Grant Street Underpass - Structure 555)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 6”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.15 (Grant Street) to MP 199.35 (Railroad Underpass)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.35 Northbound (Railroad Underpass - Structure 600)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.35 Southbound (Railroad Underpass - Structure 600)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.35 (Railroad Underpass) to MP 199.56 (Jefferson Street)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.56 Northbound (Jefferson Street Underpass - Structure 554)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.56 Southbound (Jefferson Street Underpass - Structure 554)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 199.56 (Jefferson Street) to MP 214.74 (Utopia Road Ramp C)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 214.74 Northbound (Utopia Road Ramp C - Structure 2138)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 214.74 (Utopia Road Ramp C) to MP 214.96 (Junction SR 101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 214.96 (Junction SR 101) to MP 223.99 (Junction SR 74)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 224.00 Southbound (Carefree Highway Underpass - Structure 2845)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 224.00 (Carefree Highway TI) to MP 229.07 (Anthem Road)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 229.07 (Anthem Road) to MP 235.94 (Table Mesa TI)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

Interstate 17

MP 235.94 Southbound (Table Mesa Underpass - Structure 1294)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = F/R

 

Interstate 17

MP 235.94 (Table Mesa TI) to MP 242.15 (Rock Spring)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

Interstate 17

MP 242.15 (Rock Spring Underpass - Structures 969 & 970)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 242.15 (Rock Spring TI) to MP 289.97 (Middle Verde TI)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 289.97 Southbound (Middle Verde Underpass - Structure 1733)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 289.97 (Middle Verde TI) to MP 293.26 (Cornville/McGuireville TI)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 17

MP 293.26 Southbound (Cornville/McGuireville Underpass - Structure 652)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

14’ 8”

 

Over 14’ - 16’ = R

 

Interstate 17

MP 293.26 (Cornville/McGuireville TI) to MP 340.05 (End of route at Junction I-40)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 0.00 (US/Mexico Border) to MP 13.96 (Peck Canyon TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 13.96 Northbound (Peck Canyon Underpass - Structure 935)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 19

MP 13.96 (Peck Canyon TI) to MP 26.54 (Agua Linda TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 26.54 Northbound (Agua Linda Underpass - Structure 1739)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 19

MP 26.54 (Agua Linda TI) to MP 59.09 (Valencia Road, Kilometer Post 95.00)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 59.09 (Valencia Road, Kilometer Post 95.00) to MP 60.95 (Irvington TI)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 60.95 Southbound (Irvington Underpass - Structure 1123)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 19

MP 60.95 (Irvington TI) to MP 61.90 (Ajo Way)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 19

MP 61.90 Southbound (Ajo Way Underpass - Structure 1125)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 19

MP 61.90 (Ajo Way) to MP 63.09 (Junction I-10)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 0.00 (California State Line) to MP 3.01 Westbound (Needle Mountain TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 3.01 Westbound (Needle Mountain Underpass - Structure 1756)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 3.01 Westbound (Needle Mountain TI) to MP 26.17 (East Yucca TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 26.17 Eastbound (East Yucca Underpass - Structure 923)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 26.17 (East Yucca TI) to MP 37.03 (Griffith Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 37.03 Eastbound (Griffith Road Underpass - Structure 928)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 37.03 (Griffith Road TI) to MP 87.57 (Willow Ranch Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 87.57 Westbound (Willow Ranch Road Underpass - Structure 1770)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 87.57 (Willow Ranch Road TI) to MP 117.87 (Canyon Mouth Dam)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 117.87 Eastbound (Canyon Mouth Dam Underpass - Structure 1256)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 117.87 (Canyon Mouth Dam) to MP 121.07 (West Seligman TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 121.07 Eastbound (West Seligman Underpass - Structure 1258)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 121.07 (West Seligman TI) to MP 139.88 (Crookton Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 139.88 Westbound (Crookton Road Underpass - Structure 1177)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 139.88 (Crookton Road TI) to MP 167.52 (Garland Prairie TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 167.52 (Garland Prairie Underpass - Structure 739)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 167.52 (Garland Prairie TI) to MP 178.24 (Parks Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 178.24 Eastbound (Parks Road Underpass - Structure 743)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 178.24 (Parks Road TI) to MP 201.10 (Country Club Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 201.10 Westbound (Country Club Road Underpass - Structure 1926)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 201.10 (Country Club Road TI) to MP 204.87 (Walnut Canyon TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 204.87 Eastbound (Walnut Canyon Underpass - Structure 1270)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 204.87 Westbound (Walnut Canyon Underpass - Structure 1271)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 204.87 (Walnut Canyon TI) to MP 207.24 (Cosnino Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 207.24 Westbound (Cosnino Road Underpass - Structure 1361)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 6”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 207.24 (Cosnino Road) to MP 211.16 (Winona TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 211.16 Westbound (Winona Underpass - Structure 1084)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 211.16 (Winona TI) to MP 280.64 (Hunt Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 280.64 Westbound (Hunt Road Underpass - Structure 930)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 280.64 (Hunt Road TI) to MP 294.55 Eastbound (Sun Valley Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

294.55 Eastbound (Sun Valley Road Underpass - Structure 931)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 294.55 Eastbound (Sun Valley Road TI) to MP 320.00 (Pinta TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 320.00 Westbound (Pinta Underpass - Structure 708)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 320.00 (Pinta TI) to MP 325.92 (Navajo TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 325.92 Eastbound (Navajo Underpass - Structure 709)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 325.92 Westbound (Navajo Underpass - Structure 709)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 325.92 (Navajo TI) to MP 330.00 (Mc Carroll Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 330.00 (Mc Carroll Road Underpass - Structure 710)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 330.00 (Mc Carroll Road TI) to MP 333.41 (Chambers TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 333.41 Westbound (Chambers Underpass - Structure 814)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 333.41 (Chambers TI) to MP 339.46 (Sanders TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 339.46 Westbound (Sanders Underpass - Structure 815)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 339.46 (Sanders TI) to MP 341.81 (Ortega Road TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 341.81 Westbound (Ortega Road Underpass - Structure 816)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 341.81 (Ortega Road TI) to MP 343.83 (Querino TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 343.83 Eastbound (Querino Underpass - Structure 951)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 343.83 (Querino TI) to MP 348.16 (Houck TI)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40

MP 348.16 Eastbound (Houck Underpass - Structure 955)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

Interstate 40

MP 348.16 (Houck TI) to MP 359.63 (New Mexico State Line)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

Interstate 40 (Frontage Road)

MP 300.75 - (Little Lithodendron Bridge - South Frontage Road - Structure 2057)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = R

20,000

State Business 8

MP 0.00 (California State Line) to MP 11.50 (End of route, near I-8 east of Yuma)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Business 8

MP 117.32 (Gila Bend) to MP 122.98 (Junction I-8)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 303.47 (West Benson) to MP 303.86 (I-10 West Benson TI)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 303.86 Westbound (I-10 Underpass - Structures 1346 & 1347)

R17-6-406; R17-6-408

15’ 1’

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 303.86 (I-10 West Benson TI) to MP 305.79 (SR 80 Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.79 Eastbound (SR 80 Underpass - Structure 262)

R17-6-406; R17-6-408

14’

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.79 Westbound (SR 80 Underpass - Structure 262)

R17-6-406; R17-6-408

14’ 2”

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.79 (SR 80 Underpass) to MP 305.85 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.85 Eastbound (Railroad Underpass - Structure 264)

R17-6-406; R17-6-408

14’

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.85 Westbound (Railroad Underpass - Structure 264)

R17-6-406; R17-6-408

14’ 2”

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 305.85 (Railroad Underpass) to MP 306.45 (San Pedro River Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 306.45 (San Pedro River Bridge - Structure 350)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

State Business 10

MP 306.45 (San Pedro River Bridge) to MP 306.98 (End SB 10 at I-10 Exit #306)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 336.39 (Begin SB 10 at Exit #336) to MP 340.09 (Junction SR 186)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 340.09 (Junction SR 186) to MP 344.66 (End SB 10 at I-10 Exit #344)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 362.48 (West Bowie) to MP 366.88 (End SB 10 at I-10 Exit #366)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 10

MP 378.69 (West Simon) to MP 382.50 (End SB 10 at I-10 Exit #382)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 19

MP 0.00 (US/Mexico Border) to MP 1.53 (Junction SR 82)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 19

MP 1.53 (Junction SR 82) to MP 1.66 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 19

MP 1.66 (Railroad Underpass - Structure 980)

R17-6-406; R17-6-408

15’ 3”

 

Over 14’ - 16’ = F/R

 

State Business 19

MP 1.66 (Railroad Underpass) to MP 5.88 (End SB 19 at I-19)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 138.81 (West Seligman) to MP 142.20 (I-40 Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 142.20 (I-40 Underpass - Structure 1007)

R17-6-406; R17-6-408

15’ 4”

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 142.20 (I-40 Underpass) to MP 142.21 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 142.21 (Railroad Underpass - Structure 1273)

R17-6-406; R17-6-408

15’ 3”

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 142.21 (Railroad Underpass) to MP 143.04 (End SB 40 at I-40 Exit #123)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 144.82 (West Ash Fork) to MP 146.33 (East Ash Fork)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 146.33 (East Ash Fork) to MP 165.28 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 165.28 (Railroad Underpass - Structure 1575)

R17-6-406; R17-6-408

14’ 7”

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 165.28 (Railroad Underpass) to MP 191.44 (Junction I-40)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 191.44 (Junction I-40) to MP 191.69 (I-40 Underpass)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction

State Business 40

MP 191.69 Northbound (I-40 East Underpass - Structure 1129)

R17-6-406; R17-6-408

15’

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction

State Business 40

MP 191.69 Southbound (I-40 East Underpass - Structure 1129)

R17-6-406; R17-6-408

14’ 3”

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction

State Business 40

MP 191.69 Northbound (I-40 West Underpass - Structure 1128)

R17-6-406; R17-6-408

14’ 3”

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction

State Business 40

MP 191.69 Southbound (I-40 West Underpass - Structure 1128)

R17-6-406; R17-6-408

15’ 8”

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction

State Business 40

MP 191.69 (I-40 Underpass) to MP 195.96 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

Coconino County Jurisdiction: MP 191.69 to MP 193.16

State Business 40

MP 195.96 (Railroad Underpass - Structure 529)

R17-6-406; R17-6-408

13’ 9”

 

Over 12’ - 16’ = F/R

 

State Business 40

MP 195.96 (Railroad Underpass) to MP 196.14 (Junction US 180)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Business 40

MP 196.14 (Junction US 180) to MP 200.32 (Junction US 89)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

City of Flagstaff Jurisdiction:

MP 199.91 to MP 200.32

State Business 40

MP 200.32 (Junction US 89) to MP 200.99 (Junction I-40)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

City of Flagstaff Jurisdiction

State Business 40

MP 274.48 (West Joseph City) to MP 277.33 (East Joseph City)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 285.00 (West Holbrook) to MP 286.68 (Junction SR 77)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 286.68 (Junction SR 77) to MP 287.39 (Holbrook Middle I-40 Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

287.39 (Holbrook Middle I-40 Underpass) to MP 289.80

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Business 40

MP 289.80 (East Holbrook, I-40 Underpass - Structure 1369)

R17-6-406; R17-6-408

14’ 8”

 

Over 14’ - 16’ = F/R

 

State Business 79

MP 132.17 (Junction SR 79) to MP 134.03 (Junction SR 79)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 51

MP 0.00 (Junctions I-10 and SR Loop 202) to MP 13.62 (Bell Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 51

MP 13.62 Northbound (Bell Road Underpass - Structure 2477)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 7”

 

Over 14’ - 16’ = R

 

State Route 51

MP 13.62 Southbound (Bell Road Underpass - Structure 2477)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

14’ 10”

 

Over 14’ - 16’ = R

 

State Route 51

MP 13.62 (Bell Road) to MP 15.90 (Junction SR Loop 101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 61

MP 352.88 (Junction US 60) to MP 381.86 (Junction US 180)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 61

MP 416.49 (Junction US 191) to MP 430.26 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 10’ - 16’ = F/R

 

State Route 64

MP 185.46 (Junction I-40 in Williams) to MP 237.10 (Grand Canyon National Park)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 64

MP 267.10 (Grand Canyon National Park) to MP 295.83 (Junction US 89)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 66

MP 56.70 (Junction I-40) to MP 123.10 (Route end)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 67

MP 579.36 (Junction US 89A) to MP 610.26 (North Rim)

R17-6-406; R17-6-408; Seasonal Road Closure

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

20,000

State Route 68

MP 1.10 (Junction SR 95) to MP 27.10 (Junction US 93)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 69

MP 262.20 (Junction I-17) to MP 296.00 (Junction SR 89)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 71

MP 86.10 (Junction US 60) to MP 102.90 (SR 71 Overpass)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 71

MP 102.90 (SR 71 Overpass - Structure 842)

R17-6-406; R17-6-408

14’ 10”

 

Over 12’ - 16’ = F/R

 

State Route 71

MP 102.90 (SR 71 Overpass) to MP 109.70 (Junction SR 89)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 72

MP 13.10 (Junction SR 95) to MP 49.60 (Junction US 60)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 73

MP 310.40 (Junction US 60) to MP 334.72 (White River)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 73

MP 334.72 (White River) to MP 357.72 (Junction SR 260)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 74

MP 0.00 (Junction US 60) to MP 30.84 (Junction I-17)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 75

MP 378.92 (Junction US 70) to MP 398.43 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 77

MP 68.05 (Junction I-10 in Tucson) to MP 74.84 (Ina Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 77

MP 74.84 (Ina Road) to MP 79.48 (Tangerine Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 77

MP 79.48 (Tangerine Road) to MP 91.13 (Junction SR 79)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 77

MP 91.13 (Junction SR 79) to MP 113.60 (Mammoth)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 77

MP 113.60 (Mammoth) to MP 134.80 (Junction SR 177)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 77

MP 134.80 (Junction SR 177) to MP 170.90 (Junction US 70)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 77

MP 342.20 (Junction US 60, Show Low) to MP 361.05 (Junction SR 277)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 77

MP 361.05 (Junction SR 277) to MP 386.20 (Junction SR 377)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 77

MP 386.20 (Junction SR 377) to MP 387.81 (Junction US 180)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 77

MP 387.81 (Junction US 180) to MP 388.67 (Junction SB 40, Holbrook)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 77

MP 395.05 (I-40 east of Holbrook) to MP 408.93 (End of State Route at Navajo Nation boundary)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 78

MP 154.55 (Junctions SR 75 and US 191) to MP 174.73 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 79

MP 91.14 (Junction SR 77) to MP 132.17 (Junction SB 79)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 79

MP 134.03 (Junction SB 79) to MP 150.28 (Junction US 60)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 293.27 (Junction SB 10 in Benson) to MP 339.06 (Mule Pass Tunnel)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 339.06 (Mule Pass Tunnel - Structure 538)

R17-6-406; R17-6-408

14’

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 339.06 (Mule Pass Tunnel) to MP 343.01 (Lowell Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 343.01 (Lowell Underpass - Structure 269)

R17-6-406; R17-6-408

14’ 7”

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 343.01 (Lowell Underpass) to MP 348.15 (Mulepass-Lowell Arch)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 348.15 (Mulepass-Lowell Arch - Structure 130)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

Legal weight as provided under R17-6-102, Table 1.

State Route 80

MP 348.15 (Mulepass-Lowell Arch) to MP 352.38 (Glance Creek Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 352.38 (Glance Creek Bridge - Structure 237)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

Legal weight as provided under R17-6-102, Table 1.

State Route 80

MP 352.38 (Glance Creek Bridge) to MP 364.66 (Douglas)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 80

MP 364.66 (Douglas) to MP 366.12 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 80

MP 366.12 (Junction US 191) to MP 415.39 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 82

MP 0.00 (Junction SB 19) to MP 32.36 (Junction SR 83)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 82

MP 32.36 (Junction SR 83) to MP 51.59 (Junction SR 90)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 82

MP 51.59 (Junction SR 90) to MP 67.57 (Junction SR 80)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 83

MP 3.19 (Parker Canyon Lake) to MP 31.63 (Junction SR 82)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 83

MP 31.63 (Junction SR 82) to MP 58.00 (Junction I-10)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 84

MP 155.13 (Junction I-8) to MP 177.60 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 84

MP 177.66 Eastbound (Railroad Underpass - Structure 143)

R17-6-406; R17-6-408

13’ 3”

 

Over 14’ - 16’ = F/R

 

State Route 84

MP 177.66 Westbound (Railroad Underpass - Structure 1062)

R17-6-406; R17-6-408

14’

 

Over 14’ - 16’ = F/R

 

State Route 84

MP 177.60 (Railroad Underpass) to MP 177.97 (Junctions SR 387 and SR 287)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 85

MP 0.00 (Junction SB 8) to MP 0.35 (I-8 Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.35 (I-8 Underpass - Structure 702)

R17-6-406; R17-6-408

14’ 5”

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.35 (I-8 Underpass) to MP 0.37 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.37 (Railroad Underpass - Structure 734)

R17-6-406; R17-6-408

14’ 5”

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.37 (Railroad Underpass) to MP 0.60 (I-8 Overpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.60 (I-8 Overpass WB/EB - Structures 1557 & 1558)

R17-6-406; R17-6-408

14’ 11”

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 0.60 (I-8 Overpass) to MP 39.70 (Ajo)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 39.70 (Ajo) to MP 80.69 (US/Mexico Border)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 85

MP 120.31 (Junction SB 8) to MP 154.48 (Junction I-10)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 86

MP 53.00 (Junction SR 85) to MP 150.42 (Junction SR 286)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 86

MP 150.42 (Junction SR 286) to MP 164.04 (Camino Verde Road)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 86

MP 164.04 (Camino Verde Road) to MP 171.44 (Junction I-19)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 115.20 (Junction I-10) to MP 115.20 (I-10 Overpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 115.20 Northbound (I-10 Overpass)

R17-6-406; R17-6-408

15’ 3”

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 115.20 Southbound (I-10 Overpass)

R17-6-406; R17-6-408

15’ 2”

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 115.20 (Junction I-10) to MP 162.67 (Junction Ocotillo Road in Chandler)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 172.22 (Junction US 60) to MP 176.74 (Junction SR 202 Overpass)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 176.74 (Junction SR 202 Overpass)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 176.74 (Junction SR 202 Overpass) to MP 252.50 (Junction SR 260, Payson)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 87

MP 252.50 (Junction SR 260, Payson) to MP 278.80 (Junction SR 260)

R17-6-406; R17-6-407; R17-6-408

 

40’+ requires F/R + 2 LE

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 87

MP 278.80 (Junction SR 260) to MP 340.94 (Junction SR 99)

R17-6-406; R17-6-407; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 87

MP 340.94 (Junction SR 99) to MP 342.10 (Railroad Underpass, Winslow)

R17-6-406; R17-6-407; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 87

MP 342.10 (Railroad Underpass, Winslow - Structure 194)

R17-6-406; R17-6-407; R17-6-408

14’ 6”

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 87

MP 342.10 (Railroad Underpass, Winslow) to MP 342.23 (Junction SB 40)

R17-6-406; R17-6-407; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 3 LE

 

State Route 87

MP 343.56 (SB 40 in Winslow) to MP 406.04 (Junction SR 264)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 88

MP 193.85 (Junction US 60) to MP 202.84 (Apache Trail Marker)

R17-6-406; R17-6-408

 

 

Over 8’ requires class C permit

 

State Route 88

MP 202.84 (Apache Trail Marker) to MP 209.62 (First Water Creek Bridge)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 88

MP 209.62 (First Water Creek Bridge - Structure 26)

R17-6-406; R17-6-408

14’ 3”

Over 40’ requires class C permit

Over 8’ requires class C permit

Legal weight as provided under R17-6-102, Table 1.

State Route 88

MP 209.62 (First Water Creek Bridge) to MP 211.05 (Boulder Canyon Bridge)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 88

MP 211.05 (Boulder Canyon Bridge - Structure 193)

R17-6-406; R17-6-408

14’ 3”

Over 40’ requires class C permit

Over 8’ requires class C permit

Legal weight as provided under R17-6-102, Table 1.

State Route 88

MP 211.05 (Boulder Canyon Bridge) to MP 220.20 (End of pavement)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 88

MP 220.20 (End of pavement) to MP 222.00 (Fish Creek Hill)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 222.00 (Fish Creek Hill) to MP 223.50 (Fish Creek Bridge)

R17-6-406; R17-6-408; One lane road

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 223.50 (Fish Creek Bridge - Structure 27)

R17-6-406; R17-6-408; One lane bridge

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 223.50 (Fish Creek Bridge) to MP 224.40 (End of one lane road)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 224.40 (End of one lane road) to MP 224.60 (Lewis Pranty Creek Bridge)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 224.60 (Lewis Pranty Creek Bridge - Structure 28)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 224.60 (Lewis Pranty Creek Bridge) to MP 225.55 (Dry Wash Bridge)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 225.55 (Dry Wash Bridge - Structure 15)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 225.55 (Dry Wash Bridge) to MP 226.60 (ADOT Maintenance Yard)

R17-6-406; R17-6-408

 

No trucks over 40’

Over 8’ requires class C permit

Over 20,000 requires class C permit

State Route 88

MP 226.60 (ADOT Maintenance Yard) to MP 233.50 (Pine Creek Bridge)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 88

MP 233.50 (Pine Creek Bridge - Structure 31)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

Legal weight as provided under R17-6-102, Table 1.

State Route 88

MP 233.50 (Pine Creek Bridge) to MP 240.57 (Begin Pavement)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 88

MP 240.57 (Begin Pavement) to MP 242.40 (Junction SR 188)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 89

MP 258.20 (Junction US 93) to MP 295.00 (Wilhoit)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 89

MP 295.00 (Wilhoit) to MP 309.00 (Prescott City Limits)

R17-6-406; R17-6-408

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 89

MP 309.00 (Prescott City Limits) to MP 309.45 (Granite Creek Bridge #2)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R + 2 LE

 

State Route 89

MP 309.45 (Granite Creek Bridge #2 - Structure 106)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R + 2 LE

Legal weight as provided under R17-6-102, Table 1.

State Route 89

MP 309.45 (Granite Creek Bridge #2) to MP 320.00 (Willow Creek Road)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

City of Prescott Jurisdiction: MP 310.26 to MP 319.00 & MP 312.57 to MP 312.95

State Route 89

MP 320.00 (Willow Creek Road) to MP 345.70 (Hell Canyon Bridge)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 89

MP 345.70 (Hell Canyon Bridge - Structure 483)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

Legal weight as provided under R17-6-102, Table 1.

State Route 89

345.70 (Hell Canyon Bridge) to MP 363.00 (Junction I-40)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 89A

MP 317.80 (Junction SR 89) to MP 331.00 (Old Fain Road)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 89A

MP 331.00 (Old Fain Road) to MP 348.00 (Clarkdale)

R17-6-406; R17-6-408

 

Over 50’ requires class C permit

Over 8’ requires class C permit

 

State Route 89A

MP 348.00 (Clarkdale) to MP 355.21 (Junction SR 260)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 89A

MP 355.21 (Junction SR 260) to MP 374.14 (Junction SR 179)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 89A

MP 374.14 (Junction SR 179) to MP 375.66 (Midgley/Wilson Canyon Bridge)

R17-6-406; R17-6-408

 

Over 50’ requires class C permit

Over 10’ - 12’ = F/R

Over 12’ - 16’ = F/R + 2 LE

 

State Route 89A

MP 375.66 (Midgley/Wilson Canyon Bridge - Structure 232)

R17-6-406; R17-6-408

 

Over 50’ requires class C permit

Over 10’ - 12’ = F/R

Over 12’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

State Route 89A

MP 375.66 (Midgley/Wilson Canyon Bridge) to MP 398.96 (JW Powell Boulevard/I-17)

R17-6-406; R17-6-408

 

Over 50’ requires class C permit

Over 10’ - 12’ = F/R

Over 12’ - 16’ = F/R + 2 LE

 

State Route 89A Spur

MP 324.47 (Junction SR 89A) to MP 331.63 (Junction SR 69)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 90

MP 289.59 (Junction I-10) to MP 336.40 (Junction SR 80)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 92

MP 321.00 (Junction SR 90) to MP 340.56 (San Pedro River bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 92

MP 340.56 (San Pedro River bridge - Structure 449)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

State Route 92

MP 340.56 (San Pedro River bridge) to MP 355.00 (Junction SR 80)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 109.04 (at SB 10 in Quartzsite) to MP 131.68 (Junction SR 72)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 131.68 (Junction SR 72) to MP 143.93 (Junction SR 95 Spur)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 143.93 (Junction SR 95 Spur) to MP 144.75 (Airport Road in Parker)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 144.75 (Airport Road in Parker) to MP 187.51 (Chenowith Drive in Lake Havasu City)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 187.51 (Chenowith Drive in Lake Havasu City) to MP 202.06 (Junction I-40)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 95

MP 226.08 (California State Line near Needles) to MP 227.32 (Courtwright Road)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 95

MP 227.32 (Courtwright Road) to MP 249.80 (Junction SR 68)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 96

MP 0.00 (Bagdad) to MP 4.01 (Junction SR 97)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 96

MP 4.01 (Junction SR 97) to MP 10.80 (Santa Maria River Bridge)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 96

MP 10.80 (Santa Maria River Bridge - Structure 225)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

State Route 96

MP 10.80 (Santa Maria River Bridge) to MP 21.92 (Town of Hillside)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 97

MP 155.52 (Junction US 93) to MP 166.97 (Junction SR 96)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 98

MP 294.67 (Junction US 89) to MP 361.39 (Electrical wire near Junction US 160)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 98

MP 361.39 (Electrical wire near Junction US 160)

R17-6-406; R17-6-408

16’ 6”

 

Over 14’ - 16’ = F/R

 

State Route 98

MP 361.39 (Electrical wire near Junction US 160) to MP 361.56 (Junction US 160)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 99

MP 27.5 (Beginning of route south of Winslow) to MP 38.19 (Clear Creek Arch Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 99

MP 38.19 (Clear Creek Arch Bridge - Structure 1038)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Legal weight as provided under R17-6-102, Table 1.

State Route 99

MP 38.19 (Clear Creek Arch Bridge) to MP 38.90 (Jacks Canyon Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 99

MP 38.90 (Jacks Canyon Bridge - Structure 1036)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Legal weight as provided under R17-6-102, Table 1.

State Route 99

MP 38.90 (Jacks Canyon Bridge) to MP 42.65 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 99

MP 52.69 (Junction I-40) to MP 72.16 (Route end at BIA 15)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 101

MP 1.21 (Junction I-10, near 99th Avenue) to MP 61.33 (Junction SR 202)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 143

MP 0.00 (Junction I-10) to MP 3.81 (McDowell Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 169

MP 0.00 (Junction SR 69) to MP 15.10 (Junction I-17)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 177

MP 136.31 (Junction SR 77) to MP 167.64 (Junction US 60)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 179

MP 298.95 (Junction I-17) to MP 298.95 (Sedona Road Overpass)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 179

MP 298.95 (Sedona Road Overpass - Structures 633 & 1061)

R17-6-406; R17-6-408

14’ 2”

 

Over 12’ - 16’ = F/R

 

State Route 179

MP 298.95 (Sedona Road Overpass) to MP 313.44 (Junction SR 89A)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 180A

MP 343.10 (Junction US 180) to MP 353.00 (Junction SR 61)

R17-6-406; R17-6-408

 

 

Over 14’ requires class C permit

 

State Route 181

MP 38.25 (Junction US 191) to MP 61.08 (Junction SR 186)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 181

MP 61.08 (Junction SR 186) to MP 65.04 (Chiricahua National Monument)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 186

MP 326.19 (Junction I-10 in Willcox) to MP 359.42 (Junction SR 181)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 187

MP 186.77 (Junction SR 387) to MP 192.19 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 214.92 (Junction US 60) to MP 229.58 (Junction SR 288)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 229.58 (Junction SR 288) to MP 244.15 (Junction SR 88)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 244.15 (Junction SR 88) to MP 244.28 (Roosevelt Lake Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 244.28 (Roosevelt Lake Bridge - Structure 2028)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

150,000 or less - no additional restrictions;

150,001 through 250,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permitted vehicles with a gross weight of over 250,000 require special analysis and approval from the ADOT Bridge Group.

State Route 188

MP 244.28 (Roosevelt Lake Bridge) to MP 250.00 (Rock Creek)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 250.00 (Rock Creek) to MP 260.00 (South of Punkin Center)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 188

MP 260.00 (South of Punkin Center) to MP 276.78 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 189

MP 0.00 (US/Mexico Border) to MP 2.88 (Junction I-19)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 189

MP 2.88 (Junction I-19) to MP 3.75 (Junction SB 19)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 195

MP 2.50 (Begin route at Avenue E 1/2) to MP 24.39 (Junction I-8)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 202

MP 0.00 (Junctions I-10 and SR 51) to MP 9.80 (Junction SR 101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 202

MP 9.80 (Junction SR 101) to MP 57.24 (Junction I-10)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

State Route 238

MP 24.00 to MP 44.25 (Junction SR 347)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 260

MP 206.40 (Junction SR 89A) to MP 218.60 (Junction I-17)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 260

MP 218.60 (Junction I-17) to MP 252.00 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 260

MP 252.00 (Junction SR 87 in Payson) to MP 256.00 (Star Valley)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 260

MP 256.00 (Star Valley) to MP 305.67 (Junction SR 277)

R17-6-406; R17-6-407; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 260

MP 305.67 (Junction SR 277) to MP 340.07 (Junction US 60 in Show Low)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 260

MP 341.68 (Junction US 60 in East Show Low) to MP 357.72 (Junction SR 73)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 260

MP 357.72 (Junction SR 73) to MP 368.60 (Junction SR 473, Hawley Lake Road)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 260

MP 368.60 (Junction SR 473, Hawley Lake Road) to MP 377.44 (Junction SR 273)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 260

MP 377.44 (Junction SR 273) to MP 385.56 (Junction SR 373, Greer)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 260

MP 385.56 (Junction SR 373, Greer) to MP 393.01 (Junction SR 261, Big Lake)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 260

MP 393.01 (Junction SR 261, Big Lake) to MP 398.67 (Junction US 180)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 261

MP 394.37 (Junction SR 273) to MP 412.50 (Junction SR 260)

R17-6-406; R17-6-408; Seasonal Road Closure

 

 

Over 8’ requires class C permit

 

State Route 264

MP 321.97 (Junction US 160) to MP 384.23 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 264

MP 384.23 (Junction SR 87) to MP 441.02 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 264

MP 441.02 (Junction US 191) to MP 446.87 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 264

MP 446.87 (Junction US 191) to MP 476.12 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 266

MP 104.60 (Junction US 191) to MP 123.80 (Bonita)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

State Route 273

MP 377.46 (Junction SR 260) to MP 396.83 (Big Lake Turnoff)

R17-6-406; R17-6-408; Seasonal Road Closure

 

 

Over 14’ - 16’ = F/R

 

State Route 277

MP 305.67 (Junction SR 260) to MP 312.62 (Junction SR 377)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 277

MP 312.62 (Junction SR 377) to MP 321.20 (Junction SR 277 Spur)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 277

MP 321.20 (Junction SR 277 Spur) to MP 336.45 (Junction SR 77)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 286

MP 0.00 (US/Mexico Border) to MP 45.48 (Junction SR 86)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 287

MP 111.72 (Junction SR 387) to MP 115.84 (Junction I-10)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 287

MP 115.84 (Junction I-10) to MP 125.81 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 287

MP 134.75 (Junction SR 87) to MP 142.96 (Junction SB 79)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 288

MP 258.10 (Junction SR 188) to MP 262.44 (Salt River Bridge)

R17-6-406; R17-6-408

 

70’+ requires F/R

Over 8’ requires class C permit

 

State Route 288

MP 262.44 (Salt River Bridge - Structure 37)

R17-6-406; R17-6-408

12’

70’+ requires F/R

Over 8’ requires class C permit

Legal weight as provided under R17-6-102, Table 1.

State Route 288

MP 262.44 (Salt River Bridge) to MP 311.90 (Route end near Young)

R17-6-406; R17-6-408

 

70’+ requires F/R

Over 8’ requires class C permit

 

State Route 289

MP 0.00 (Junction I-19) to MP 10.83 (Route end)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 303

MP 103.87 (Junction I-10) to MP 119.28 (Junction US 60, Grand Avenue)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 303

MP 119.28 (Junction US 60, Grand Avenue) to MP 139.27 (Junction I-17)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

 

State Route 347

MP 160.89 (Junction SR 84) to MP 174.55 (Junction SR 238)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 347

MP 174.55 (Junction SR 238) to MP 189.31 (Junction I-10)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

State Route 366

MP 113.69 (Junction US 191) to MP 143.20 (Route end)

R17-6-406; R17-6-408; Seasonal Road Closure

 

Over 40’ requires class C permit

Over 8’ requires class C permit

 

State Route 373

MP 385.65 (Junction SR 260) to MP 390.21 (End of route at Greer)

R17-6-406; R17-6-408

 

80’+ requires F/R

Over 12’ - 16’ = F/R

 

State Route 377

MP 0.00 (Junction SR 277) to MP 33.83 (Junction SR 77)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 386

MP 0.00 (Junction SR 86) to MP 12.05 (Kitt Peak)

R17-6-406; R17-6-408

 

 

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

State Route 387

MP 0.00 (Junctions SR 84 and SR 287) to MP 8.42 (Junction I-10)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 387

MP 8.42 (Junction I-10) to MP 15.72 (Junction SR 87)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 389

MP 0.00 (Utah State Line) to MP 32.60 (Junction US 89A)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

State Route 473

MP 0.00 (Junction SR 260) to MP 10.03 (Route end at Hawley Lake)

R17-6-406; R17-6-408; Seasonal Road Closure

 

60’+ requires F/R

Over 10’ - 14’ = F/R

Over 14’ requires class C permit

20,000

State Route 564

MP 374.28 (Junction US 160) to MP 383.46 (Route end)

R17-6-406; R17-6-408

 

 

Over 12’ - 14’ = F/R

Over 14’ requires class C permit

 

State Route 587

MP 218.74 (Junction SR 87) to MP 225.14 (Junction I-10)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 31.20 (Junction I-10) to MP 49.52 (Junction SR 72)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 49.52 (Junction SR 72) to MP 85.91 (Junction SR 71)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 85.91 (Junction SR 71) to MP 107.7 (Vulture Mine Road)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 107.7 (Vulture Mine Road) to MP 110.24 (Washington Street)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.24 Eastbound (Washington Street Underpass, Wickenburg - Structure 535)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 11”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.24 Westbound (Washington Street Underpass, Wickenburg - Structure 535)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 7”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.25 Eastbound (Railroad Underpass, Wickenburg - Structure 195)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 11’

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.25 Westbound (Railroad Underpass, Wickenburg - Structure 195)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 7”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.26 Eastbound (Frontier Street Underpass, Wickenburg - Structure 1000)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 11”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.26 Westbound (Frontier Street Underpass, Wickenburg - Structure 1000)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

13’ 7”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.26 (Frontier Street) to MP 110.33 (Junction US 93)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 110.33 (Junction US 93) to MP 138.48 (Junction SR 303)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 138.48 (Junction SR 303) to MP 148.90 (Junction SR 101)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 148.90 (Junction SR 101) to MP 160.10 (Junction I-17)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 172.00 (Junction I-10) to MP 172.90 (Hardy Drive)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 172.90 Eastbound (Hardy Drive Underpass - Structure 1376)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 6”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 172.90 Westbound (Hardy Drive Underpass - Structure 1376)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 3”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 172.90 (Hardy Drive) to MP 174.41 (Rural Road TI)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 174.41 Eastbound (Rural Road Underpass - Structure 1660)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 174.41 (Rural Road TI) to MP 175.42 (McClintock Drive)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 175.42 Eastbound (McClintock Drive Underpass - Structure 1661)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 175.42 Westbound (McClintock Drive Underpass - Structure 1661)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 175.42 (McClintock Drive) to MP 176.29 (Junction SR 101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 176.29 (Junction SR 101) to MP 176.49 (SB 101 Over US 60)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 176.49 Eastbound (SB 101 Over US 60 - Structures 1792, 1791, & 2101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 8”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 176.49 Westbound (SB 101 Over US 60 - Structures 1792, 1791, & 2101)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 176.49 (SB 101 Over US 60) to MP 177.45 (Dobson Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 177.45 (Dobson Road Underpass - Structure 1795)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 177.45 (Dobson Road) to MP 184.39 (Val Vista Drive TI)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 184.39 (Val Vista Drive Underpass - Structure 1883)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 10”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 184.39 (Val Vista Drive TI) to MP 184.77 (39th Street)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 184.77 (39th Street Underpass - Structure 1918)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 11”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 184.77 (39th Street) to MP 188.38 (Power Road)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 188.38 (Power Road Underpass - Structure 1924)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 188.38 (Power Road) to MP 190.51 (Junction SR 202)

R17-6-404; R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 190.51 (Junction SR 202) to MP 194.38 (Meridian Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 194.38 (Meridian Road Underpass - Structure 1438)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

15’ 9”

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 194.38 (Meridian Road) to MP 196.14 (Junction SR 88, Idaho Road)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = R

 

U.S. Highway 60

MP 196.14 (Junction SR 88, Idaho Road) to MP 212.17 (Junction SR 79)

R17-6-405; R17-6-406; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 212.17 (Junction SR 79) to MP 226.87 (Junction SR 177)

R17-6-405; R17-6-406; R17-6-407; R17-6-408; R17-6-409

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 60

MP 226.87 (Junction SR 177) to MP 227.71 (Queen Creek Bridge)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 227.71 (Queen Creek Bridge - Structure 406)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 10’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

U.S. Highway 60

MP 227.71 (Queen Creek Bridge) to MP 228.47 (Queen Creek Tunnel)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 228.47 (Queen Creek Tunnel - Structure 407)

R17-6-406; R17-6-407; R17-6-408;

* Loads 14’ to 20’ in height require F/R + 2 LE and shall drive in center of tunnel

14’ *

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 228.47 (Queen Creek Tunnel) to MP 238.25 (Pinto Creek Bridge)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 238.25 (Pinto Creek Bridge - Structure 351)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

U.S. Highway 60

MP 238.25 (Pinto Creek Bridge) to MP 247.04 (Junction SR 188)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 247.04 (Junction SR 188) to MP 252.06 (Junction US 70)

R17-6-406; R17-6-407; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 11’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 252.06 (Junction US 70) to MP 292.91 (Apache Bridge)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ Prohibited

 

U.S. Highway 60

MP 292.91 (Apache Bridge - Structure 1929)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R + 2 LE

Over 14’ Prohibited

Class A permitted vehicles with a gross weight of:

150,000 or less - no additional restrictions;

150,001 through 250,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permitted vehicles with a gross weight of over 250,000 require special analysis and approval from the ADOT Bridge Group.

U.S. Highway 60

MP 292.91 (Apache Bridge) to MP 318.14 (Junction SR 73)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ Prohibited

 

U.S. Highway 60

MP 318.14 (Junction SR 73) to MP 323.44 (Cedar Canyon Bridge)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 323.44 (Cedar Canyon Bridge - Structure 215)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

U.S. Highway 60

MP 323.44 (Cedar Canyon Bridge) to MP 339.71 (Junction SR 260)

R17-6-406; R17-6-408

 

80’+ unarticulated requires F/R; 110’+ articulated requires F/R

Over 12’ - 14’ = F/R

Over 14’ - 16’ = F/R + 2 LE

 

U.S. Highway 60

MP 339.71 (Junction SR 260) to MP 341.69 (Junction SR 260)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

U.S. Highway 60

MP 341.69 (Junction SR 260) to MP 342.77 (Junction SR 77)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

U.S. Highway 60

MP 342.77 (Junction SR 77) to MP 353.16 (Junction SR 61)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

U.S. Highway 60

MP 353.16 (Junction SR 61) to MP 384.45 (Junction US 180)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

U.S. Highway 60

MP 384.45 (Junction US 180) to MP 401.97 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 12’ - 16’ = F/R

 

U.S. Highway 64

MP 465.40 (Junction US 160) to MP 469.54 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 252.14 (Junction US 60) to MP 253.63 (Railroad Underpass)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 253.63 (Railroad Underpass - Structure 562)

R17-6-406; R17-6-408

15’ 6”

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 253.63 (Railroad Underpass) to MP 254.11 (Junction SR 77)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 254.11 (Junction SR 77) to MP 339.45 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 339.45 (Junction US 191) to MP 349.48 (Junction US 191)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 349.48 (Junction US 191) to MP 378.90 (Junction SR 75)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 70

MP 378.90 (Junction SR 75) to MP 385.25 (New Mexico State Line)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 89

MP 401.00 (Junction I-40) to MP 403.18 (Junction SB 40)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 89

MP 418.59 (Junction SB 40) to MP 465.21 (Junction SR 64)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 89

MP 465.21 (Junction SR 64) to MP 466.88 (Cameron Bridge)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 89

MP 466.88 (Cameron Bridge - Structure 532)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R + 2 LE

Class A permitted vehicles with a gross weight of:

100,000 or less - no additional restrictions;

100,001 through 150,000 - drivers shall:

Coordinate road closures by or under the direction of law enforcement; and

Cross on center of bridge at a constant speed of no more than 10 mph while on bridge.

Class C permits and special analysis and approval from the ADOT Bridge Group are required for vehicles with a gross weight of 150,001 or more.

U.S. Highway 89

MP 466.88 (Cameron Bridge) to MP 480.80 (Junction US 160)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R

 

U.S. Highway 89

MP 480.80 (Junction US 160) to MP 524.01 (Junction US 89A)

R17-6-406; R17-6-408

 

 

Over 14’ - 16’ = F/R