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Arizona Administrative Code (Last Updated: November 17, 2016) |
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Title 17. TRANSPORTATION |
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Chapter 6. DEPARTMENT OF TRANSPORTATION OVERSIZE AND OVERWEIGHT SPECIAL PERMITS |
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Article 4. TRANSPORT PROVISIONS |
Table 4. Permanent Highway Restrictions, Requirements, Conditions, and Allowances
All data is extracted from pdf, click here to view the pdf.
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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 Under- pass - 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 (Mur- phy 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 (Thorn- ton 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 (Thorn- ton 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 Moun- tain) 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
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 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, San- tan)
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 Under- pass - 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 Under- pass)
R17-6-405; R17-6-406; R17- 6-408; R17-6-409
Over 14’ - 16’ = R
Interstate 10
MP 169.85 Eastbound (Good- year 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 Under- pass) 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 - Struc- ture 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 Under- pass - 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 Under- pass)
R17-6-405; R17-6-406; R17- 6-408; R17-6-409
Over 14’ - 16” = R
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 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 Under- pass) 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 (Sun- shine Blvd Underpass - Struc- ture 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 - Struc- ture 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 - Struc- ture 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 (Hough- ton 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 - Struc- ture 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 - Struc- ture 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 - Struc- ture 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 - Struc- ture 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
R17-6-405; R17-6-406; R17-
Over 100’
Over 14’ - 16’ = F/R + 2
MP 15.38 (Virgin River Bridge
6-408; R17-6-409
unarticulated
LE
# 5)
= F/R + 2 LE
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 15
MP 15.38 Northbound (Virgin
R17-6-405; R17-6-406; R17-
Over 100’
Over 14’ - 16’ = F/R + 2
Class A permitted vehicles
River Bridge #5 - Structure
6-408; R17-6-409
unarticulated
LE
with a gross weight of:
1617)
= F/R + 2 LE
150,000 or less - no addi-
tional 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
R17-6-405; R17-6-406; R17-
Over 100’
Over 14’ - 16’ = F/R + 2
Class A permitted vehicles
River Bridge #5 - Structure
6-408; R17-6-409
unarticulated
LE
with a gross weight of:
1618)
= F/R + 2 LE
150,000 or less - no addi-
tional 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
R17-6-405; R17-6-406; R17-
Over 100’
Over 14’ - 16’ = F/R + 2
#5) to MP 29.40 (Utah State
6-408; R17-6-409
unarticulated
LE
Line)
= 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 Under- pass - 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 (Rail- road 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 (Rail- road 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 Under- pass) 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 (Jeffer- son 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 (Jeffer- son 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
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 17
MP 224.00 Southbound (Care- free Highway Underpass - Struc- ture 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 Under- pass - 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 (Mid- dle 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/McGuire- ville 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 (Corn- ville/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/McGuire- ville 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, Kilo- meter 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, Kilo- meter 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 (Irving- ton 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
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 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 - Struc- ture 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 - Struc- ture 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 Selig- man 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 (Crook- ton 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 (Coun- try 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 Can- yon 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 Val- ley 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 Val- ley 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
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 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 (Cham- bers 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 Lithoden- dron 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 Under-
pass)
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 Under- pass)
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 (Rail- road Underpass - Structure 264)
R17-6-406; R17-6-408
14’ 2”
Over 14’ - 16’ = F/R
State Business 10
MP 305.85 (Railroad Under- pass) to MP 306.45 (San Pedro River Bridge)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
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
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 addi- tional 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 Under- pass)
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 Under- pass) 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 Under- pass)
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 Under- pass) 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 Jurisdic- tion
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 Jurisdic- tion
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 Jurisdic- tion
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 Jurisdic- tion
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
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 Jurisdic- tion
State Business 40
MP 191.69 (I-40 Underpass) to MP 195.96 (Railroad Under- pass)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
Coconino County Jurisdic- tion: 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 Under- pass) 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 Jurisdic- tion:
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 Jurisdic- tion
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; Sea-
sonal 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
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
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 Tuc- son) 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
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 12’ - 14’ = F/R
134.80 (Junction SR 177)
6-408
ulated
Over 14’ - 16’ = F/R + 2
requires F/R;
LE
110’+ articu-
lated requires
F/R
State Route 77
MP 134.80 (Junction SR 177) to
MP 170.90 (Junction US 70)
R17-6-406; R17-6-408
80’+ unartic- ulated requires F/R; 110’+ articu- lated 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 (Junc- tion 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 Hol- brook) 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 Under- pass)
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
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
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 (Rail- road Underpass - Structure 1062)
R17-6-406; R17-6-408
14’
Over 14’ - 16’ = F/R
State Route 84
MP 177.60 (Railroad Under- pass) 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 - Struc- ture 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 (Junc- tion SR 260, Payson)
R17-6-405; R17-6-406; R17- 6-408; R17-6-409
Over 14’ - 16’ = F/R
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
State Route 87
MP 252.50 (Junction SR 260,
R17-6-406; R17-6-407; R17-
40’+ requires
Over 12’ - 14’ = F/R
Payson) to MP 278.80 (Junction
6-408
F/R + 2 LE
Over 14’ - 16’ = F/R + 2
SR 260)
LE
State Route 87
MP 278.80 (Junction SR 260) to
R17-6-406; R17-6-407; R17-
Over 12’ - 14’ = F/R
MP 340.94 (Junction SR 99)
6-408
Over 14’ - 16’ = F/R + 3
LE
State Route 87
MP 340.94 (Junction SR 99) to
R17-6-406; R17-6-407; R17-
Over 12’ - 14’ = F/R
MP 342.10 (Railroad Under-
6-408
Over 14’ - 16’ = F/R + 3
pass, Winslow)
LE
State Route 87
MP 342.10 (Railroad Under- pass, 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 Under-
R17-6-406; R17-6-407; R17-
Over 12’ - 14’ = F/R
pass, Winslow) to MP 342.23
6-408
Over 14’ - 16’ = F/R + 3
(Junction SB 40)
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 Mainte- nance 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 Mainte-
nance 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
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
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 Lim- its) 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 (Wil- low Creek Road)
R17-6-406; R17-6-408
Over 12’ - 14’ = F/R
Over 14’ - 16’ = F/R + 2 LE
City of Prescott Jurisdic- tion: 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 Can- yon 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 addi- tional 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
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
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 addi- tional 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 Quartz- site) 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 (Chenow- ith 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 addi- tional 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
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
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 Can- yon 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
MP 1.21 (Junction I-10, near
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
101
99th Avenue) to MP 61.33
6-406; R17-6-408; R17-6-
(Junction SR 202)
409
State Route
MP 0.00 (Junction I-10) to MP
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
143
3.81 (McDowell Road)
6-406; R17-6-408; R17-6-
409
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 Over- pass)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
State Route 179
MP 298.95 (Sedona Road Over- pass - Structures 633 & 1061)
R17-6-406; R17-6-408
14’ 2”
Over 12’ - 16’ = F/R
State Route 179
MP 298.95 (Sedona Road Over- pass) 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 addi- tional 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.
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
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
MP 0.00 (Junctions I-10 and SR
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
202
51) to MP 9.80 (Junction SR
6-406; R17-6-408; R17-6-
101)
409
State Route
MP 9.80 (Junction SR 101) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
202
MP 57.24 (Junction I-10)
6-406; R17-6-408; R17-6-
409
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
MP 252.00 (Junction SR 87 in
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
260
Payson) to MP 256.00 (Star Val-
6-408; R17-6-409
ley)
State Route
MP 256.00 (Star Valley) to MP
R17-6-406; R17-6-407; R17-
Over 12’ - 14’ = F/R
260
305.67 (Junction SR 277)
6-408
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
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
State Route 273
MP 377.46 (Junction SR 260) to MP 396.83 (Big Lake Turnoff)
R17-6-406; R17-6-408; Sea-
sonal 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
MP 160.89 (Junction SR 84) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
347
MP 174.55 (Junction SR 238)
6-408; R17-6-409
State Route
MP 174.55 (Junction SR 238) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
347
MP 189.31 (Junction I-10)
6-408; R17-6-409
State Route 366
MP 113.69 (Junction US 191) to MP 143.20 (Route end)
R17-6-406; R17-6-408; Sea-
sonal 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; Sea-
sonal 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
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
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
MP 107.7 (Vulture Mine Road)
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
to MP 110.24 (Washington
6-408; R17-6-409
Street)
U.S. Highway 60
MP 110.24 Eastbound (Wash- ington Street Underpass, Wick- enburg - 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 (Wash- ington Street Underpass, Wick- enburg - 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 - Struc- ture 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 - Struc- ture 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
MP 110.26 (Frontier Street) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
MP 110.33 (Junction US 93)
6-408; R17-6-409
U.S. Highway
MP 110.33 (Junction US 93) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
MP 138.48 (Junction SR 303)
6-408; R17-6-409
U.S. Highway
MP 138.48 (Junction SR 303) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
MP 148.90 (Junction SR 101)
6-408; R17-6-409
U.S. Highway
MP 148.90 (Junction SR 101) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
MP 160.10 (Junction I-17)
6-408; R17-6-409
U.S. Highway
MP 172.00 (Junction I-10) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
MP 172.90 (Hardy Drive)
6-406; R17-6-408; R17-6-
409
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
MP 172.90 (Hardy Drive) to MP
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
174.41 (Rural Road TI)
6-406; R17-6-408; R17-6-
409
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
MP 174.41 (Rural Road TI) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
MP 175.42 (McClintock Drive)
6-406; R17-6-408; R17-6-
409
U.S. Highway 60
MP 175.42 Eastbound (McClin- tock 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 (McClin- tock 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
MP 175.42 (McClintock Drive)
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
to MP 176.29 (Junction SR 101)
6-406; R17-6-408; R17-6-
409
U.S. Highway
MP 176.29 (Junction SR 101) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
MP 176.49 (SB 101 Over US
6-406; R17-6-408; R17-6-
60)
409
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
MP 176.49 (SB 101 Over US
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
60) to MP 177.45 (Dobson
6-406; R17-6-408; R17-6-
Road)
409
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
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
U.S. Highway
MP 177.45 (Dobson Road) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
MP 184.39 (Val Vista Drive TI)
6-406; R17-6-408; R17-6-
409
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
MP 184.39 (Val Vista Drive TI)
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
to MP 184.77 (39th Street)
6-406; R17-6-408; R17-6-
409
U.S. Highway 60
MP 184.77 (39th Street Under- pass - 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
MP 184.77 (39th Street) to MP
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
188.38 (Power Road)
6-406; R17-6-408; R17-6-
409
U.S. Highway 60
MP 188.38 (Power Road Under- pass - 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
MP 188.38 (Power Road) to MP
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = R
60
190.51 (Junction SR 202)
6-406; R17-6-408; R17-6-
409
U.S. Highway
MP 190.51 (Junction SR 202) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = R
60
MP 194.38 (Meridian Road)
6-408; R17-6-409
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
MP 194.38 (Meridian Road) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = R
60
MP 196.14 (Junction SR 88,
6-408; R17-6-409
Idaho Road)
U.S. Highway
MP 196.14 (Junction SR 88,
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
Idaho Road) to MP 212.17
6-408; R17-6-409
(Junction SR 79)
U.S. Highway
MP 212.17 (Junction SR 79) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
60
MP 226.87 (Junction SR 177)
6-407; R17-6-408; R17-6-
409
U.S. Highway
MP 226.87 (Junction SR 177) to
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 10’ - 14’ = F/R
60
MP 227.71 (Queen Creek
6-408
ulated
Over 14’ - 16’ = F/R + 2
Bridge)
requires F/R;
LE
110’+ articu-
lated requires
F/R
U.S. Highway
MP 227.71 (Queen Creek
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 10’ - 14’ = F/R
Class A permitted vehicles
60
Bridge - Structure 406)
6-408
ulated
Over 14’ - 16’ = F/R + 2
with a gross weight of:
requires F/R;
LE
100,000 or less - no addi-
110’+ articu-
tional restrictions;
lated requires
100,001 through 150,000 -
F/R
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
MP 227.71 (Queen Creek
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 11’ - 14’ = F/R
60
Bridge) to MP 228.47 (Queen
6-408
ulated
Over 14’ - 16’ = F/R + 2
Creek Tunnel)
requires F/R;
LE
110’+ articu-
lated requires
F/R
U.S. Highway
MP 228.47 (Queen Creek Tun-
R17-6-406; R17-6-407; R17-
14’ *
80’+ unartic-
Over 11’ - 14’ = F/R
60
nel - Structure 407)
6-408;
ulated
Over 14’ - 16’ = F/R + 2
* Loads 14’ to 20’ in height
requires F/R;
LE
require F/R + 2 LE and shall
110’+ articu-
drive in center of tunnel
lated requires
F/R
U.S. Highway
MP 228.47 (Queen Creek Tun-
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 11’ - 14’ = F/R
60
nel) to MP 238.25 (Pinto Creek
6-408
ulated
Over 14’ - 16’ = F/R + 2
Bridge)
requires F/R;
LE
110’+ articu-
lated requires
F/R
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
U.S. Highway
MP 238.25 (Pinto Creek Bridge
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 11’ - 14’ = F/R
Class A permitted vehicles
60
- Structure 351)
6-408
ulated
Over 14’ - 16’ = F/R + 2
with a gross weight of:
requires F/R;
LE
100,000 or less - no addi-
110’+ articu-
tional restrictions;
lated requires
100,001 through 150,000 -
F/R
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
MP 238.25 (Pinto Creek Bridge)
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 11’ - 14’ = F/R
60
to MP 247.04 (Junction SR 188)
6-408
ulated
Over 14’ - 16’ = F/R + 2
requires F/R;
LE
110’+ articu-
lated requires
F/R
U.S. Highway
MP 247.04 (Junction SR 188) to
R17-6-406; R17-6-407; R17-
80’+ unartic-
Over 11’ - 14’ = F/R
60
MP 252.06 (Junction US 70)
6-408
ulated
Over 14’ - 16’ = F/R + 2
requires F/R;
LE
110’+ articu-
lated requires
F/R
U.S. Highway 60
MP 252.06 (Junction US 70) to MP 292.91 (Apache Bridge)
R17-6-406; R17-6-408
80’+ unartic- ulated requires F/R; 110’+ articu- lated 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’+ unartic- ulated requires F/R; 110’+ articu- lated 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 addi- tional 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’+ unartic- ulated requires F/R; 110’+ articu- lated 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’+ unartic- ulated requires F/R; 110’+ articu- lated requires F/R
Over 12’ - 14’ = F/R
Over 14’ - 16’ = F/R + 2 LE
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
U.S. Highway 60
MP 323.44 (Cedar Canyon Bridge - Structure 215)
R17-6-406; R17-6-408
80’+ unartic- ulated requires F/R; 110’+ articu- lated 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 addi- tional 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’+ unartic- ulated requires F/R; 110’+ articu- lated 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 Under- pass)
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 Under- pass) 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
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
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 addi- tional 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
U.S. Highway 89
MP 524.01 (Junction US 89A) to MP 546.20 (Junction SR 98)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 89
MP 546.20 (Junction SR 98) to MP 549.54 (Glen Canyon Bridge)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 89
MP 549.54 (Glen Canyon Bridge - Structure 537)
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 addi- tional 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 89
MP 549.54 (Glen Canyon Bridge) to MP 556.99 (Utah State Line)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 89A
MP 524.07 (Junction US 89) to MP 537.86 (Navajo Bridge at Colorado River)
R17-6-406; R17-6-408
Over 10’ - 14’ = F/R
Over 14’ - 16’ = F/R + 2 LE
U.S. Highway 89A
MP 537.86 (Navajo Bridge at Colorado River - Structure 2340)
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: 150,000 or less - no addi- tional 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 89A
MP 537.86 (Navajo Bridge at Colorado River) to MP 547.00 (Cliffdweller’s Lodge)
R17-6-406; R17-6-408
Over 10’ - 14’ = F/R
Over 14’ - 16’ = F/R + 2 LE
U.S. Highway 89A
MP 547.00 (Cliffdweller’s Lodge) to MP 579.30 (Junction SR 67)
R17-6-406; R17-6-408
Over 8’ 6” requires class C permit
U.S. Highway 89A
MP 579.30 (Junction SR 67) to
MP 609.23 (Junction SR 389)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 89A
MP 609.23 (Junction SR 389) to MP 613.03 (Utah State Line)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
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
U.S. Highway
MP 0.00 (Hoover Dam Bypass)
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
Nevada issues permit for
93
to MP 67.20 (Junction SR 68)
6-408; R17-6-409
Mike O’Callaghan – Pat
Tillman Memorial Bridge
(Colorado River Bridge).
U.S. Highway
MP 67.20 (Junction SR 68) to
R17-6-405; R17-6-406; R17-
Over 14’ - 16’ = F/R
93
MP 71.10 (Junction I-40, Exit #
6-408; R17-6-409
48)
U.S. Highway
MP 91.38 (Junction I-40, Exit #
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
93
71) to MP 139.07 Southbound
6-408
LE
(Burro Creek Bridge)
U.S. Highway
MP 139.07 Southbound (Burro
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
Class A permitted vehicles
93
Creek Bridge - Structure 846)
6-408
LE
with a gross weight of:
150,000 or less - no addi-
tional 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
MP 139.07 Southbound (Burro
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
93
Creek Bridge) to MP 154.85
6-408
LE
(Junction SR 97)
U.S. Highway
MP 154.85 (Junction SR 97) to
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
93
MP 182.90 (Junction SR 71)
6-408
LE
U.S. Highway
MP 182.90 (Junction SR 71) to
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
93
MP 193.61 (Junction SR 89)
6-408
LE
U.S. Highway
MP 193.61 (Junction SR 89) to
R17-6-406; R17-6-407; R17-
Over 14’ - 16’ = F/R + 2
93
MP 199.67 (Junction US 60 in
6-408
LE
Wickenburg)
U.S. Highway 95
MP 0.00 (US/Mexico Border) to MP 19.84 (32nd Street East)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway
MP 19.84 (32nd Street East) to
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = F/R
95
MP 24.35 (Junction I-8)
6-406; R17-6-408; R17-6-
409
U.S. Highway
MP 24.35 (Junction I-8) to MP
R17-6-404; R17-6-405; R17-
Over 14’ - 16’ = F/R
95
31.87 (Avenue 9E)
6-406; R17-6-408; R17-6-
409
U.S. Highway 95
MP 31.87 (Avenue 9E) to MP
104.25 (Junction I-10)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 95
MP 104.25 (Junction I-10) to MP 104.51 (SB 10 in Quartzsite)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 311.46 (Junction US 89) to
MP 321.86 (Junction SR 264)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 321.86 (Junction SR 264) to
MP 361.61 (Junction SR 98)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 361.61 (Junction SR 98) to
MP 374.28 (Junction SR 564)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 374.28 (Junction SR 564) to
MP 393.57 (Junction US 163)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 393.57 (Junction US 163) to
MP 434.87 (Junction US 191)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 434.87 (Junction US 191) to
MP 437.22 (Junction US 191;
BIA 12)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 437.22 (Junction US 191;
BIA 12) to MP 465.40 (Junction
US 64)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 160
MP 465.40 (Junction US 64) to MP 470.73 (New Mexico State Line)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 163
MP 393.52 (Junction US 160) to MP 396.16 (Laguna Wash Bridge)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
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
U.S. Highway 163
MP 396.16 (Laguna Wash Bridge - Structure 25)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R + 2 LE
Class A permitted vehicles with a gross weight of: 100,000 or less - no addi- tional 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 163
MP 396.16 (Laguna Wash Bridge) to MP 416.71 (Utah State Line)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 215.44 (Junction SB 40) to
MP 265.82 (Junction SR 64)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 307.30 (Junction SR 77) to MP 343.13 (Junction SR 180A)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 343.13 (Junction SR 180A)
to MP 358.44 (Junction SR 61)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 358.44 (Junction SR 61) to
MP 368.92 (Junction US 191)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 368.92 (Junction US 191) to
MP 394.36 (Junction US 60)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 400.61 (Junction US 60) to
MP 426.33 (Junction US 191)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 180
MP 426.33 (Junction US 191) to MP 433.26 (New Mexico State Line)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 191
MP 0.00 (Junction SR 80) to MP
38.12 (Junction SR 181)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 38.12 (Junction SR 181) to MP 66.55 (Junction I-10)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 87.43 (Junction I-10) to MP
104.38 (Junction SR 266)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 104.38 (Junction SR 266) to
MP 113.69 (Junction SR 366)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 113.69 (Junction SR 366) to
MP 121.02 (Junction US 70)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 130.60 (Junction US 70) to MP 154.90 Southbound (Cold Creek Bridge)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 154.90 Southbound (Cold Creek Bridge - Structure 258)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 154.90 Southbound (Cold Creek Bridge) to MP 163.95 (Temporary US 191, Clifton)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 179.36 (Junction at end of Temporary US 191) to MP
215.41 (Forest Service Route 25)
R17-6-406; R17-6-408
Over 40’ requires class C permit
Over 8’ requires class C permit
U.S. Highway 191
MP 215.41 (Forest Service Route 25) to MP 253.74 (Junc- tion US 180, Alpine)
R17-6-406; R17-6-408
Over 8’ requires class C permit
U.S. Highway 191
MP 315.55 (Junction US 180 in St Johns) to MP 344.49 (Junc- tion SR 61)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 344.49 (Junction SR 61) to MP 368.47 (Railroad Overpass, Sanders)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 368.47 (Railroad Overpass, Sanders - Structure 346)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
Legal weight as provided under R17-6-102, Table 1.
U.S. Highway 191
MP 368.47 (Railroad Overpass, Sanders) to MP 368.50 (Junction I-40 in Sanders)
R17-6-406; R17-6-408
Over 14’ - 16’ = F/R
U.S. Highway 191
MP 374.00 (Junction I-40) to MP 411.63 (Junction SR 264, Ganado)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
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
U.S. Highway 191
MP 417.55 (Junction SR 264) to
MP 510.34 (Junction US 160)
R17-6-406; R17-6-408
Over 12’ - 16’ = F/R
U.S. Highway 191 Temp (UX 191)
MP 163.95 (Temporary US 191, Clifton) to MP 169.00 (Phelps Dodge Mine entrance)
R17-6-406; R17-6-408
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.00 (Phelps Dodge Mine entrance) to MP 169.20 (Phelps Dodge Viaduct)
R17-6-406; R17-6-408
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.20 (Phelps Dodge Via- duct - Structure 1631)
R17-6-406; R17-6-408
Over 8’ requires class C permit
Class A permitted vehicles with a gross weight of: 100,000 or less - no addi- tional 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 191 Temp (UX 191)
MP 169.20 (Phelps Dodge Via- duct) to MP 169.30 (Railroad Underpass)
R17-6-406; R17-6-408
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.30 (Railroad Underpass
- Structure 1632)
R17-6-406; R17-6-408
15’
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.30 (Railroad Under- pass) to MP 169.39 (Rock Tun- nel)
R17-6-406; R17-6-408
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.39 (Rock Tunnel - Structure 1633)
R17-6-406; R17-6-408
12’ 6”
Over 8’ requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.39 (Rock Tunnel) to MP 179.36 (Junction at end of Temporary US 191)
R17-6-406; R17-6-408
Over 8’ requires class C permit
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).