Arizona Administrative Code › Title 17 - TRANSPORTATION › Chapter 6 - DEPARTMENT OF TRANSPORTATION OVERSIZE AND OVERWEIGHT SPECIAL PERMITS › Article 4 - TRANSPORT PROVISIONS › Table 4 - Permanent Highway Restrictions, Requirements, Conditions, and Allowances

Current through Register Vol. 30, No. 28, July 12, 2024
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 21.06 (Dome
							 Valley Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 21.06 Westbound (Dome Valley Road TI Underpass -
							 Structure 1325)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 8
MP 21.06 (Dome Valley Road TI) to MP 30.80 (Avenue
							 29E - Wellton TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 30.80 Westbound (Avenue 29E -Wellton Underpass -
							 Structure 1332)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 8
MP 30.80 (Avenue 29E - Wellton TI) to MP 144.55
							 (Vekol Valley Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 144.55 (Vekol Valley Road Underpass - Structure
							 550)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 8
MP 144.55 (Vekol Valley Road TI) to MP 151.70 (
							 Junction SR 84)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 151.70 Eastbound (Junction SR 84 Underpass -
							 Structure 1063)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 8
MP 151.70 (Junction SR 84) to MP 161.60 (Stanfield
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 161.60 Eastbound (Stanfield Road Underpass -
							 Structure 1090)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 8
MP 161.60 (Stanfield Road TI) to MP 162.50 (Murphy
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 162.50 Westbound (Murphy Road Underpass -
							 Structure 1091)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 8
MP 162.50 (Murphy Road TI) to MP 164.50 (Russell
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 164.50 Eastbound (Russell Road Underpass -
							 Structure 1094)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 8
MP 164.50 (Russell Road TI) to MP 167.50 (Montgomery
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 167.50 Eastbound (Montgomery Road Underpass -
							 Structure 1140)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 8
MP 167.50 (Montgomery Road TI to MP 172.55 (Thornton
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 172.55 Eastbound (Thornton Road Underpass -
							 Structure 1196)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 8
MP 172.55 Westbound (Thornton Road Underpass -
							 Structure 1196)
R17-6-402;
							 R17-6-403
15' 7"
Over 14' - 16' = R
Interstate 8
MP 172.55 (Thornton Road TI) to MP 173.53 (Chuichu
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 8
MP 173.53 Eastbound (Chuichu Road Underpass -
							 Structure 1197)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 8
MP 173.53 (Chuichu Road) to MP 178.70 (Junction
							 I-10)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 0.00 (California State Line) to MP 5.84 (Tom Wells
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 5.84 Eastbound (Tom Wells Road Underpass -
							 Structure 767)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 5.84 Westbound (Tom Wells Road Underpass -
							 Structure 767)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 5.84 (Tom Wells Road TI) to MP 17.50 ( Junction SB
							 10 - West Quartzsite Blvd)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 17.50 ( SB 10 Underpass - West Quartzsite Blvd -
							 Structure 826)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 17.50 ( Junction SB 10 - West Quartzsite Blvd) to
							 MP 26.65 (Gold Nugget Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 26.65 Westbound (Gold Nugget Road Underpass -
							 Struc-ture769)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 26.65 (Gold Nugget Road TI) to MP 45.34
							 (Vicksburg Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 45.34 Westbound (Vicksburg Road Underpass -
							 Structure 1207)
R17-6-402;
							 R17-6-403
15' 7"
Over 14' - 16' = R
Interstate 10
MP 45.34 Eastbound (Vicksburg Road Underpass -
							 Structure 1207)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 45.34 (Vicksburg Road TI) to MP 69.60 (Avenue 75E
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 69.60 Westbound (Avenue 75E Underpass - Structure
							 1283)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 69.60 (Avenue 75E TI) to MP 81.21 (Salome Road
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 81.21 Eastbound (Salome Road Underpass - Structure
							 1209)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 81.21 Westbound (Salome Road Underpass - Structure
							 1209)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 81.21 (Salome Road TI) to MP 101.40 (355th
							 Avenue)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 101.40 Westbound (355th Avenue Underpass -
							 Structure 1647)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 101.40 (355th Avenue) to MP 133.98 (Junction SR
							 101 Loop)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 133.98 (Junction SR 101 Loop) to MP 138.76
							 (Junction SR202 Loop, South Mountain)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 10
MP 138.76 (Junction SR202 Loop, South Mountain) to
							 MP 140.65 (43rd Avenue TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 10
MP 140.65 Eastbound (43rd Avenue Underpass -
							 Structure 1931)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
Interstate 10
MP 140.65 (43rd Avenue TI) to MP 161.35 (Junction SR
							 202 Loop, Santan)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 10
MP 161.35 (Junction SR 202 Loop, Santan) to MP 167.47
							 (Riggs Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 167.47 (Riggs Road Underpass -Structure
							 1148)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 167.47 (Riggs Road TI) to MP 169.85 (Goodyear
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 169.85 Eastbound (Goodyear Road Underpass -
							 Structure 1149)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 169.85 (Goodyear Road) to MP 174.63 (Nelson
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 174.63 Eastbound (Nelson Road Underpass -
							 Structure 1213)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 174.63 (Nelson Road) to MP 175.81 (Casa Blanca
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 175.81 (Casa Blanca Road Underpass - Structure
							 1214)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 175.81 (Casa Blanca Road TI) to MP 177.76 (Gas
							 Line Road )
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 177.76 Eastbound (Gas Line Road Underpass -
							 Structure 1215)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 177.76 (Gas Line Road ) to MP 179.39 (Seed Farm
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 179.39 Westbound (Seed Farm Road Underpass -
							 Structure 1216)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 179.39 (Seed Farm Road) to MP 188.20 (Val Vista
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 188.20 Westbound (Val Vista Underpass - Structure
							 1152)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 188.20 (Val Vista Road) to MP 190.73 (McCartney
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 190.73 Westbound (McCartney Road Underpass -
							 Structure 1153)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 190.73 (McCartney Road TI) to MP 193.88
							 (Cottonwood Lane)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 193.88 Eastbound (Cottonwood Lane Underpass -
							 Structure 1154)
R17-6-402;
							 R17-6-403
15' 7"
Over 14' - 16' = R
Interstate 10
MP 193.88 Westbound (Cottonwood Lane Underpass -
							 Structure 1154)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 193.88 (Cottonwood Lane) to MP 194.88 (Junction
							 SR 287 - Florence Blvd)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 194.88 Eastbound (Junction SR 287 - Florence Blvd
							 Underpass -Structure 1156)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 194.88 (Junction SR 287 - Florence Blvd) to MP
							 195.89 (Earley Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 195.89 (Earley Road Underpass - Structure
							 1158)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 195.89 (Earley Road) to MP 196.89 (Selma
							 Highway)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 196.89 Eastbound (Selma Highway Underpass -
							 Structure 1160)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 196.89 (Selma Highway) to MP 200.12 (Sunland Gin
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 200.12 Eastbound (Sunland Gin Road Underpass -
							 Structure 941)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 200.12 Westbound (Sunland Gin Road Underpass -
							 Structure 941)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 200.12 (Sunland Gin Road TI) to MP 203.84 (Toltec
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 203.84 Westbound (Toltec Road Underpass -
							 Structure 2152)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 203.84 (Toltec Road TI) to MP 205.45 (Battaglia
							 Drive)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 205.45 (Battaglia Drive Underpass - Structure
							 943)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 205.45 (Battaglia Drive) to MP 207.17 (Alsdorf
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 207.17 Westbound (Alsdorf Road Underpass -
							 Structure 944)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 207.17 (Alsdorf Road) to MP 208.79 (Sunshine Blvd
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 208.79 Eastbound (Sunshine Blvd Underpass -
							 Structure 945)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 208.79 Westbound (Sunshine Blvd Underpass -
							 Structure 945)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 208.79 (Sunshine Blvd TI) to MP 226.45 (Red Rock
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 226.45 Westbound (Red Rock Road Underpass -
							 Structure 592)
R17-6-402;
							 R17-6-403
15' 7"
Over 14' - 16' = R
Interstate 10
MP 226.45 (Red Rock Road TI) to MP 236.42 (Marana
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 236.42 (Marana Road TI) to MP 270.57 (Kolb Road
							 TI)
R17-6-402;
							 R17-6-403;
R17-6-404
Interstate 10
MP 270.57 (Kolb Road TI) to MP 273.14 (Rita Road
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 273.14 Eastbound (Rita Road Underpass - Structure
							 711)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 273.14 (Rita Road TI) to MP 275.49 (Houghton Road
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 275.49 Westbound (Houghton Road Underpass -
							 Structure 713)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 275.49 (Houghton Road TI) to
MP 279.37 (Vail/Wentworth TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 279.37 Eastbound (Vail/Went-worth Underpass -
							 Structure 744)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 279.37 (Vail/Wentworth TI) to
MP 297.17 (Mescal Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 297.17 Westbound (Mescal Road Underpass -
							 Structure 517)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 297.17 (Mescal Road TI) to MP 339.46 (Airport
							 Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 339.46 Eastbound (Airport Road Underpass -
							 Structure 1114)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = R
Interstate 10
MP 339.46 (Airport Road) to MP 378.93 ( Junction SB
							 10, West of San Simon)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 378.93 Eastbound ( SB 10 Underpass, West of San
							 Simon - Structure 1164)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 10
MP 378.93 Westbound ( SB 10 Underpass, West of San
							 Simon - Structure 1164)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 10
MP 378.93 ( Junction SB 10, West of San Simon) to MP
							 382.35 (Junction SB 10, East of San Simon)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10
MP 382.35 Eastbound ( SB 10 Underpass, East of San
							 Simon - Structure 1169)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 10
MP 382.35 ( Junction SB 10, East of San Simon) to MP
							 391.23 (New Mexico State Line)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 10 (Frontage Road)
MP 258.64 (Congress Street TI) to MP 259.34 (22nd
							 Street TI)
R17-6-402;
							 R17-6-403
*14' 6"
Over 14' - 16' = R
*Light rail - low electric cables.
Interstate 15
MP 0.00 (Nevada State Line) to MP 15.38 (Virgin River
							 Bridge # 5)
R17-6-402;
							 R17-6-403
Over 100' nonarticulated = F/R + 2 LE
Over 14' - 16' = F/R + 2 LE
Interstate 15
MP 15.38 Northbound (Virgin River Bridge #5 -
							 Structure 1617)
R17-6-402;
							 R17-6-403
Over 100' nonarticulated = F/R + 2 LE
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT Bridge
							 Group.
Interstate 15
MP 15.50 Southbound (Virgin River Bridge #5 -
							 Structure 1618)
R17-6-402;
							 R17-6-403
Over 100' nonarticulated = F/R + 2 LE
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT Bridge
							 Group.
Interstate 15
MP 15.38 (Virgin River Bridge #5) to MP 29.40 (Utah
							 State Line)
R17-6-402;
							 R17-6-403
Over 100' nonarticulated = F/R + 2 LE
Over 14' - 16' = F/R + 2 LE
Interstate 17
MP 193.94 (Junction I-10 and SR51) to MP 198.84
							 (Buckeye Road TI)
R17-6-402;
R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 17
MP 198.84 (Buckeye Road Underpass - Structure
							 607)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 8"
Over 14' - 16' = R
Interstate 17
MP 198.84 (Buckeye Road TI) to MP 199.15 (Grant
							 Street TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 17
MP 199.15 (Grant Street Underpass -Structure
							 555)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 5"
Over 14' - 16' = R
Interstate 17
MP 199.15 (Grant Street TI) to MP 199.35 (Railroad
							 Underpass)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 17
MP 199.35 (Railroad Underpass - Structure
							 600)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 8"
Over 14' - 16' = R
Interstate 17
MP 199.35 (Railroad Underpass) to MP 199.56
							 (Jefferson Street TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 17
MP 199.56 Northbound (Jefferson Street Underpass -
							 Structure 554)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 8"
Over 14' - 16' = R
Interstate 17
MP 199.56 Southbound (Jefferson Street Underpass -
							 Structure 554)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 7"
Over 14' - 16' = R
Interstate 17
MP 199.56 (Jefferson Street TI) to MP 214.96
							 (Junction SR 101 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 17
MP 214.96 (Junction SR 101 Loop) to MP 221.94
							 (Junction SR 303 Loop - Sonoran Desert Drive TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 17
MP 221.94 (Junction SR 303 Loop -Sonoran Desert
							 Drive TI) to MP 223.99 (Junction SR 74)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 17
MP 224.00 Southbound (Carefree Highway Underpass -
							 Structure 2845)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = R
Interstate 17
MP 224.00 (Carefree Highway TI) to MP 229.07 (Anthem
							 Road)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = R
Interstate 17
MP 229.07 (Anthem Road) to MP 235.94 (Table Mesa Road
							 TI)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R
Interstate 17
MP 235.94 Southbound (Table Mesa Road Underpass -
							 Structure 1294)
R17-6-402;
							 R17-6-403;
							 R17-6-407
15' 10"
Over 14' - 16' = F/R
Interstate 17
MP 235.94 (Table Mesa Road TI) to MP 242.15 (Rock
							 Springs Road TI)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R
Interstate 17
MP 242.15 (Rock Springs Road Underpass - Structures
							 969 & 970)
R17-6-402;
							 R17-6-403;
							 R17-6-407
15' 9"
Over 14' - 16' = R
Interstate 17
MP 242.15 (Rock Springs Road TI) to MP 289.97 (Middle
							 Verde Road TI)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = R
Interstate 17
MP 289.97 Northbound (Middle Verde Road Underpass
							 -Structure 1733)
R17-6-402;
							 R17-6-403;
							 R17-6-407
15' 11"
Over 14' - 16' = R
Interstate 17
MP 289.97 (Middle Verde Road TI) to MP 293.26
							 (Cornville Road TI)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = R
Interstate 17
MP 293.26 Southbound (Cornville Road Underpass -
							 Structure 652)
R17-6-402;
							 R17-6-403;
							 R17-6-407
14' 9"
Over 14' - 16' = R
Interstate 17
MP 293.26 (Cornville Road TI) to MP 340.05 (End of
							 route at Junction I-40)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = R
Interstate 19
MP 0.00 / KP 0.00 (US/Mexico Border) to MP 13.93 / KP
							 22.42 (Peck Canyon Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 19
MP 13.93 / KP 22.42 Northbound (Peck Canyon Road
							 Underpass - Structure 935)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 19
MP 13.93 / KP 22.42 (Peck Canyon Road TI) to MP
							 26.53 / KP 42.69 (Agua Linda Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 19
MP 26.53 / KP 42.69 Northbound (Agua Linda Road
							 Underpass - Structure 1739)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 19
MP 26.53 / KP 42.69 (Agua Linda Road TI) to MP 58.80
							 / KP 94.62 (Valencia Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 19
MP 58.80 / KP 94.62 (Valencia Road TI) to MP 60.85 /
							 KP 97.92 (Irvington Road TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 19
MP 60.85 / KP 97.92 Southbound (Irvington Road
							 Underpass - Structure 1123)
R17-6-402;
R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
Interstate 19
MP 60.85 / KP 97.92 (Irvington Road TI) to MP 61.85
							 / KP 99.53 ( Junction SR 86 -Ajo Way TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 19
MP 61.85 / KP 99.53 Southbound ( Junction SR 86 -
							 Ajo Way Underpass - Structure 1125)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 10"
Over 14' - 16' = R
Interstate 19
MP 61.85 / KP 99.53 ( Junction SR 86 - Ajo Way TI)
							 to MP 63.43 / KP 102.08 (Junction I-10)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
Interstate 40
MP 0.00 (California State Line) to MP 3.01 Westbound
							 (Needle Mountain Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 3.01 Westbound (Needle Mountain Road Underpass -
							 Structure 1756)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 40
MP 3.01 Westbound (Needle Mountain Road TI) to MP
							 26.17 ( Proving Ground Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 26.17 Eastbound (Proving Ground Road Underpass
							 -Structure 923)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 26.17 (Proving Ground Road TI) to MP 37.03
							 (Griffith Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 37.03 Eastbound (Griffith Road Underpass -
							 Structure 928)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 37.03 (Griffith Road TI) to MP 87.57 (Willow Ranch
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 87.57 Westbound (Willow Ranch Road Underpass -
							 Structure 1770)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 40
MP 87.57 (Willow Ranch Road TI) to MP 117.87 (Canyon
							 Mouth Dam Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 117.87 Eastbound (Canyon Mouth Dam Road Underpass
							 - Structure 1256)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 40
MP 117.87 (Canyon Mouth Dam Road) to MP 121.07 (
							 Junction SB 40, West of Seligman)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 121.07 Eastbound (Junction SB 40 Underpass -
							 Structure 1258)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 121.07 ( Junction SB 40, West of Seligman) to MP
							 139.88 (Crookton Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 139.88 Westbound (Crookton Road Underpass -
							 Structure 1177)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 40
MP 139.88 (Crookton Road TI) to MP 178.24 (Parks
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 178.24 Eastbound (Parks Road Underpass - Structure
							 743)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 178.24 (Parks Road TI) to MP 204.87 (Walnut
							 Canyon Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 204.87 Eastbound (Walnut Canyon Road Underpass -
							 Structure 1270)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 40
MP 204.87 Westbound (Walnut Canyon Road Underpass -
							 Structure 1271)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 40
MP 204.87 (Walnut Canyon Road TI) to MP 280.64 (Hunt
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 280.64 Westbound (Hunt Road
Underpass - Structure 930)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 280.64 (Hunt Road TI) to MP 294.55 Eastbound (Sun
							 Valley Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
294.55 Eastbound (Sun Valley Road Underpass -
							 Structure 931)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 40
MP 294.55 Eastbound (Sun Valley Road TI) to MP 320.00
							 (Pinta Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 320.00 Westbound (Pinta Road Underpass - Structure
							 708)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 40
MP 320.00 (Pinta Road TI) to MP 325.92 (Navajo Road
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 325.92 Eastbound (Navajo Road Underpass -
							 Structure 709)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 325.92 Westbound (Navajo Road Underpass -
							 Structure 709)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
Interstate 40
MP 325.92 (Navajo Road TI) to MP 330.00 (Mc Carrell
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 330.00 (Mc Carrell Road Underpass - Structure
							 710)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 330.00 (Mc Carrell Road TI) to MP 341.81 (Ortega
							 Road TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 341.81 Westbound (Ortega Road Underpass -
							 Structure 816)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 341.81 (Ortega Road TI) to MP 343.83 (Querino Road
							 TI)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 343.83 Eastbound (Querino Road Underpass -
							 Structure 951)
R17-6-402;
							 R17-6-403
15' 10"
Over 14' - 16' = R
Interstate 40
MP 343.83 (Querino Road TI) to MP 348.16 (St. Anselm
							 Road TI - Houck)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
MP 348.16 Eastbound (St. Anselm Road Underpass -
							 Structure 955)
R17-6-402;
							 R17-6-403
15' 11"
Over 14' - 16' = R
Interstate 40
MP 348.16 ( St. Anselm Road TI -Houck) to MP 359.63
							 (New Mexico State Line)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
Interstate 40
(Frontage Road)
MP 300.75 - (Little Lithodendron Bridge - South
							 Frontage Road -Structure 2057)
R17-6-403
Over 14' - 16' = R
20,000
State Business 8
MP 0.00 (California State Line) to MP 0.27 (End of
							 route, near 1st Street)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Business 8
MP 117.32 (Gila Bend) to MP 122.98 (Junction
							 I-8)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 17.45 (Junction I-10 - West Main Street) to MP
							 19.55 (Riggles Road -Junction I-10)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 303.37 (I-10 - 4th Street TI, West of Benson) to
							 MP 303.37 (4th Street - Junction I-10, West of Benson)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 303.37 Westbound (I-10 Underpass - Structures
							 1346 & 1347)
R17-6-403
15' 0"
Over 14' - 16' = F/R
State Business 10
MP 303.37 (I-10 - 4th Street TI, West of Benson) to
							 MP 305.79 ( Junction SR 80)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 305.79 Eastbound (SR 80 Underpass - Structure
							 262)
R17-6-403
14'
Over 14' - 16' = F/R
State Business 10
MP 305.79 Westbound (SR 80 Underpass - Structure
							 262)
R17-6-403
14' 2"
Over 14' - 16' = F/R
State Business 10
MP 305.79 (Junction SR 80) to MP 305.80 (Railroad
							 Underpass)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 305.80 Eastbound (Railroad Underpass - Structure
							 264)
R17-6-403
14'
Over 14' - 16' = F/R
State Business 10
MP 305.85 Westbound (Railroad Underpass - Structure
							 264)
R17-6-403
14' 2"
Over 14' - 16' = F/R
State Business 10
MP 305.85 (Railroad Underpass) to MP 306.45 (San
							 Pedro River Bridge)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 306.45 (San Pedro River Bridge - Structure
							 350)
R17-6-403
Over 14' - 16' = F/R
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT Bridge
							 Group.
State Business 10
MP 306.45 (San Pedro River Bridge) to MP 306.98 (End
							 SB 10 at Junction I-10 , East of Benson)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 336.39 (Junction I-10, West of Willcox) to MP
							 340.09 (Junction SR 186)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 340.09 (Junction SR 186) to MP 344.80 (Junction
							 I-10, East of Willcox)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 362.29 ( Junction I-10, West of Bowie) to MP
							 367.00 (Junction I-10, East of Bowie)
R17-6-403
Over 14' - 16' = F/R
State Business 10
MP 378.48 (Junction I-10, West of San Simon) to MP
							 382.74 (Junction I-10, East of San Simon)
R17-6-403
Over 14' - 16' = F/R
State Business 19
MP 0.00 (US/Mexico Border) to MP 1.52 (Junction SR
							 82)
R17-6-403
Over 14' - 16' = F/R
State Business 19
MP 1.52 (SR82 & Railroad Underpass - Structure
							 980)
R17-6-403
15' 3"
Over 14' - 16' = F/R
State Business 19
MP 1.52 (Junction SR82) to MP 5.88 (End SB 19 at
							 Junction I-19)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 138.81 (West Seligman) to MP 142.20 (I-40
							 Underpass)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 142.20 (I-40 Underpass - Structure
							 1007)
R17-6-403
15' 4"
Over 14' - 16' = F/R
State Business 40
MP 142.20 (I-40 Underpass) to MP 142.21 (Railroad
							 Underpass)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 142.21 (Railroad Underpass -Structure
							 1273)
R17-6-403
15' 3"
Over 14' - 16' = F/R
State Business 40
MP 142.21 (Railroad Underpass) to MP 143.04 (End SB
							 40 at I-40 Exit #123)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 144.82 (West Ash Fork) to MP 146.33 (East Ash
							 Fork)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 146.33 (East Ash Fork) to MP 165.28 (Railroad
							 Underpass)
Local Requirements
Local Requirements
Yavapai County Jurisdiction.
State Business 40
MP 165.28 (Railroad Underpass -Structure
							 1575)
Local Requirements
14' 8"
Local Requirements
Coconino County Jurisdiction.
State Business 40
MP 165.28 (Railroad Underpass) to MP 191.44 (Junction
							 I-40)
Local Requirements
Local Requirements
Coconino County Jurisdiction.
State Business 40
MP 191.44 (Junction I-40) to MP 191.69 (I-40
							 Underpass)
Local Requirements
Local Requirements
Coconino County Jurisdiction .
State Business 40
MP 191.69 Northbound (I-40 East Underpass - Structure
							 1129)
Local Requirements
15'
Local Requirements
Coconino County Jurisdiction .
State Business 40
MP 191.69 Southbound (I-40 East Underpass - Structure
							 1129)
Local Requirements
14' 3"
Local Requirements
Coconino County Jurisdiction .
State Business 40
MP 191.69 Northbound (I-40 West Underpass - Structure
							 1128)
Local Requirements
14' 3"
Local Requirements
Coconino County Jurisdiction .
State Business 40
MP 191.69 Southbound (I-40 West Underpass - Structure
							 1128)
Local Requirements
15' 8"
Local Requirements
Coconino County Jurisdiction .
State Business 40
MP 191.69 (I-40 Underpass) to MP 193.16 (Flagstaff
							 City Limit)
Local Requirements
Local Requirements
Coconino County Jurisdiction.
State Business 40
MP 193.16 (Flagstaff City Limit) to MP 195.96
							 (Railroad Underpass)
R17-6-403
Over 12' - 16' = F/R
State Business 40
MP 195.96 (Railroad Underpass -Structure
							 529)
R17-6-403
13' 9"
Over 12' - 16' = F/R
State Business 40
MP 195.96 (Railroad Underpass) to MP 196.14 (Junction
							 US 180)
R17-6-403
Over 12' - 16' = F/R
State Business 40
MP 196.14 (Junction US 180) to MP 199.91 (Fanning
							 Drive TI)
R17-6-403
Over 12' - 16' = F/R
State Business 40
MP 199.91 (Fanning Drive TI) to MP 200.99 (Junction
							 I-40)
Local Requirements
Local Requirements
City of Flagstaff Jurisdiction.
State Business 40
MP 274.48 (West Joseph City) to MP 277.33 (East
							 Joseph City)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 285.00 (West of Holbrook) to MP 286.68 (Junction
							 SR 77)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 286.68 (Junction SR 77) to MP 287.39 (Holbrook
							 Middle I-40 Underpass)
R17-6-403
Over 14' - 16' = F/R
State Business 40
287.39 (Holbrook Middle I-40 Underpass) to MP 289.80
							 (I-40 Underpass, East of Holbrook)
R17-6-403
Over 14' - 16' = F/R
State Business 40
MP 289.80 (I-40 Underpass , East of Holbrook -
							 Structure 1369)
R17-6-403
14' 8"
Over 14' - 16' = F/R
State Business 40
289.80 (I-40 Underpass, East of Holbrook) to MP
							 290.06 (I-40 TI, East of Holbrook)
R17-6-403
Over 14' - 16' = F/R
State Business 79
MP 132.17 (Junction SR 79) to MP 134.03 (Junction SR
							 79)
R17-6-403
Over 14' - 16' = F/R
State Route 24
MP 0.00 (Junction SR 202 Loop) to MP 1.00 (Ellsworth
							 Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 40
Spur
MP 0.03 (Beginning of route, West of Winslow) to MP
							 1.03 (End of route)
R17-6-403
Over 14' - 16' = F/R
State Route 51
MP 0.00 Northbound McDowell Road Off Ramp (I-10
							 Overpass -Structure 2126)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 2"
Over 14' - 16' = R
State Route 51
MP 0.00 (Junction I-10 and SR 202 Loop) to MP 15.90
							 (Junction SR 101 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 61
MP 352.88 (Junction US 60) to MP 381.86 (Junction US
							 180)
R17-6-403
Over 12' - 16' = F/R
State Route 61
MP 416.49 (Junction US 191) to MP 430.26 (New Mexico
							 State Line)
R17-6-403
Over 10' - 16' = F/R
State Route 64
MP 185.46 (Junction I-40 in Williams) to MP 237.10
							 (Grand Canyon National Park)
R17-6-403
Over 12' - 16' = F/R
State Route 64
MP 267.10 (Grand Canyon National Park) to MP 295.83
							 (Junction US 89)
R17-6-403
Over 12' - 16' = F/R
State Route 66
MP 56.70 (Junction I-40) to MP 123.10 (Route
							 end)
R17-6-403
Over 14' - 16' = F/R
State Route 67
MP 579.36 (Junction US 89A) to MP 610.26 (North
							 Rim)
R17-6-403;
							 Seasonal Road Closure
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
Over 80,000 requires class C permit.
State Route 68
MP 1.10 (Junction SR 95) to MP 27.10 (Junction US
							 93)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 69
MP 262.20 (Junction I-17) to MP 296.00 (Junction SR
							 89)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 71
MP 86.10 (Junction US 60) to MP 102.90 (SR 71
							 Overpass)
R17-6-403
Over 12' - 16' = F/R
State Route 71
MP 102.90 (SR 71 Overpass - Structure
							 842)
R17-6-403
14' 10"
Over 12' - 16' = F/R
State Route 71
MP 102.90 (SR 71 Overpass) to MP 109.70 (Junction SR
							 89)
R17-6-403
Over 12' - 16' = F/R
State Route 72
MP 13.10 (Junction SR 95) to MP 49.60 (Junction US
							 60)
R17-6-403
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)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 73
MP 334.72 (White River) to MP 350.70 (Coal Mine
							 Canyon)
R17-6-403
Over 14' - 16' = F/R
State Route 73
MP 350.70 (Coal Mine Canyon Bridge - Structure
							 982)
R17-6-403
Over 14' - 16' = F/R
Class A permitted vehicles with a gross weight
							 of:
150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT
Bridge Group.
State Route 73
MP 350.70 (Coal Mine Canyon) to MP 357.72 (Junction
							 SR 260)
R17-6-403
Over 14' - 16' = F/R
State Route 74
MP 0.00 (Junction US 60) to MP 30.84 (Junction
							 I-17)
R17-6-403
Over 14' - 16' = F/R
State Route 75
MP 378.92 (Junction US 70) to MP 398.43 (Junction US
							 191)
R17-6-403
Over 14' - 16' = F/R
State Route 77
MP 68.05 (Junction I-10 at W. Miracle Mile) to MP
							 69.54 (N. Oracle Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
State Route 77
MP 69.54 (N. Oracle Road) to MP 74.84 (Ina
							 Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
State Route 77
MP 74.84 (Ina Road) to MP 81.82 ( Junction SR 989 at
							 Tangerine Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
State Route 77
MP 81.82 ( Junction SR 989 at Tangerine Road) to MP
							 91.13 (Junction SR 79)
R17-6-403
Over 14' - 16' = F/R
State Route 77
MP 91.13 (Junction SR 79) to MP 113.60 (Mammoth Town
							 Limit)
R17-6-403
Over 14' - 16' = F/R
State Route 77
MP 113.60 (Mammoth Town Limit) to MP 134.80 (Junction
							 SR 177)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 77
MP 134.80 (Junction SR 177) to MP 170.90 (Junction US
							 70)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 77
MP 342.20 (Junction US 60, Show Low) to MP 361.05
							 (Junction SR 277)
R17-6-403
Over 12' - 16' = F/R
State Route 77
MP 361.05 (Junction SR 277) to MP 386.20 (Junction SR
							 377)
R17-6-403
Over 12' - 16' = F/R
State Route 77
MP 386.20 (Junction SR 377) to MP 387.81 (Junction US
							 180)
R17-6-403
Over 12' - 16' = F/R
State Route 77
MP 387.81 (Junction US 180) to MP 388.67 (Junction SB
							 40, Holbrook)
R17-6-403
Over 12' - 16' = F/R
State Route 77
MP 395.05 (I-40 East of Holbrook) to MP 408.93 (End
							 of State Route at Navajo Nation boundary)
R17-6-403
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)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 79
MP 134.03 (Junction SB 79) to MP 150.28 (Junction US
							 60)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 293.27 (Junction SB 10 in Benson) to MP 339.06
							 (Mule Pass Tunnel)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 339.06 (Mule Pass Tunnel -Structure
							 538)
R17-6-403
14'
Over 14' - 16' = F/R
State Route 80
MP 339.06 (Mule Pass Tunnel) to
MP 343.01 (Lowell Underpass)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 343.01 (Lowell Underpass -Structure
							 269)
R17-6-403
14' 7"
Over 14' - 16' = F/R
State Route 80
MP 343.01 (Lowell Underpass) to MP 348.15 (Mule Pass
							 -Lowell Arch)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 348.15 (Mule Pass -Lowell Arch - Structure
							 130)
R17-6-403
Over 14' - 16' = F/R
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 80
MP 348.15 (Mule Pass -Lowell Arch) to MP 352.38
							 (Glance Creek Bridge)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 352.38 (Glance Creek Bridge -Structure
							 237)
R17-6-403
Over 14' - 16' = F/R
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 80
MP 352.38 (Glance Creek Bridge) to MP 364.66
							 (Douglas)
R17-6-403
Over 14' - 16' = F/R
State Route 80
MP 364.66 (Douglas) to MP 366.12 (Junction US
							 191)
R17-6-403
Over 12' - 16' = F/R
State Route 80
MP 366.12 (Junction US 191) to MP 415.39 (New Mexico
							 State Line)
R17-6-403
Over 12' - 16' = F/R
State Route 82
MP 0.00 (Junction SB 19) to MP 32.36 (Junction SR
							 83)
R17-6-403
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)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 3 LE
State Route 82
MP 51.59 (Junction SR 90) to MP 61.20 (San Pedro
							 River)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 82
MP 61.20 (San Pedro River Bridge -Structure
							 403)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight
							 of:
150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT
Bridge Group.
State Route 82
MP 61.20 (San Pedro River) to MP 67.57 (Junction SR
							 80)
R17-6-403
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)
R17-6-403
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)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 84
MP 177.66 Eastbound (Railroad Underpass - Structure
							 143)
R17-6-403
13' 3"
Over 14' - 16' = F/R
State Route 84
MP 177.66 Westbound (Railroad Underpass - Structure
							 1062)
R17-6-403
14'
Over 14' - 16' = F/R
State Route 84
MP 177.60 (Railroad Underpass) to MP 177.97
							 (Junctions SR 387 and SR 287)
R17-6-403
Over 14' - 16' = F/R
State Route 85
MP 0.00 (Junction SB 8) to MP 0.35 (I-8
							 Underpass)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.35 (I-8 Underpass - Structure
							 702)
R17-6-403
14' 5"
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.35 (I-8 Underpass) to MP 0.37 (Railroad
							 Underpass)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.37 (Railroad Underpass -Structure
							 734)
R17-6-403
14' 5"
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.37 (Railroad Underpass) to MP 0.60 (I-8
							 Overpass)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.60 (I-8 Overpass WB/EB -Structures 1557 &
							 1558)
R17-6-403
14' 11"
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 0.60 (I-8 Overpass) to MP 39.70 (Town of
							 Ajo)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 85
MP 39.70 ( Town of Ajo) to MP 80.69 (US/Mexico
							 Border)
R17-6-403
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)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 86
MP 53.00 (Junction SR 85) to MP 150.42 (Junction SR
							 286)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 86
MP 164.04 (Camino Verde Road) to MP 171.44 (Junction
							 I-19)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
State Route 87
MP 115.20 (Junction I-10) to MP 115.77 (Junction SR
							 84 at Milligan Road)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 115.77 (Junction SR 84 at Milligan Road) to MP
							 125.81 (Junction SR 287)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 125.81 (Junction SR 287) to MP 141.47 (Junction
							 SR 387)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 141.47 (Junction SR 387) to MP 146.04 (Junction
							 SR 187)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 146.04 (Junction SR 187 to MP 159.62 (Hunt
							 Highway, Junction SR 587)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 159.62 (Hunt Highway, Junction SR 587) to MP
							 162.67 (Ocotillo Road, Chandler)
R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 162.67 (Ocotillo Road, Chandler) to MP 165.36
							 (Junction SR 202 Loop)
Local Requirements
Local Requirements
City of Chandler Jurisdiction.
State Route 87
MP 165.36 (Junction SR 202 Loop) to MP 170.20
							 (Western Canal Crossing)
Local Requirements
Local Requirements
City of Chandler Jurisdiction.
State Route 87
MP 170.20 (Western Canal Crossing) to MP 172.50
							 (Junction US 60)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 172.50 (Junction US 60) to MP 176.74 (Junction SR
							 202 Loop)
Local Requirements
Local Requirements
City of Mesa Jurisdiction.
State Route 87
MP 176.74 (Junction SR 202 Loop Overpass - Structure
							 2491)
R17-6-402;
							 R17-6-403
15' 8"
Over 14' - 16' = F/R
State Route 87
MP 176.74 (Junction SR 202 Loop) to MP 252.50
							 (Junction SR 260, Payson)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 87
MP 252.50 (Junction SR 260, Payson) to MP 278.80
							 (Junction SR 260)
R17-6-402;
							 R17-6-407
40'+ requires F/ R + 2 LE
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 87
MP 278.80 (Junction SR 260) to MP 340.94 (Junction SR
							 99)
R17-6-403;
							 R17-6-407
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 3 LE
State Route 87
MP 340.94 (Junction SR 99) to MP 342.10 (Railroad
							 Underpass, Winslow)
R17-6-403;
							 R17-6-407
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 3 LE
State Route 87
MP 342.10 (Railroad Underpass, Winslow - Structure
							 194)
R17-6-403;
							 R17-6-407
14' 6"
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 3 LE
State Route 87
MP 342.10 (Railroad Underpass, Winslow) to MP 342.23
							 (Junction SB 40 , 3rd Street in Winslow)
R17-6-403;
							 R17-6-407
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 3 LE
State Route 87
MP 343.56 ( Junction SB 40 , Transcon Lane in
							 Winslow) to MP 345.52 (Junction I-40)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R
State Route 87
MP 345.52 (Junction I-40) to MP 406.04 (Junction SR
							 264)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 88
MP 202.84 (Apache Trail Marker) to MP 209.62 (First
							 Water Creek Bridge)
R17-6-402
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 88
MP 209.62 (First Water Creek Bridge - Structure
							 26)
R17-6-403
14' 0"
Over 40' requires class C permit
Over 8' 6" requires class C permit
Legal weight only, 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)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 88
MP 211.05 (Boulder Canyon Bridge - Structure
							 193)
R17-6-403
14'
Over 40' requires class C permit
Over 8' 6" requires class C permit
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 88
MP 211.05 (Boulder Canyon Bridge) to MP 220.20 (End
							 of pavement)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 88
MP 220.20 (End of pavement) to MP 222.00 (Fish Creek
							 Hill)
R17-6-403
No trucks over 40'
Over 8' 6" 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)
R17-6-403;
							 One lane road
No trucks over 40'
Over 8' 6" requires class C permit
Over 20,000 requires class C permit .
State Route 88
MP 223.50 (Fish Creek Bridge -Structure
							 27)
R17-6-403;
							 One lane bridge
No trucks over 40'
Over 8' 6" requires class C permit
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
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)
R17-6-403
No trucks over 40'
Over 8' 6" 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
							 and Pranty Creek Bridge)
R17-6-403
No trucks over 40'
Over 8' 6" requires class C permit
Over 20,000 requires class C permit .
State Route 88
MP 224.60 (Lewis and Pranty Creek Bridge - Structure
							 28)
R17-6-403
No trucks over 40'
Over 8' 6" requires class C permit
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
Over 20,000 requires class C permit .
State Route 88
MP 224.60 (Lewis and Pranty Creek Bridge) to MP
							 225.55 (Dry Wash Bridge)
R17-6-403
No trucks over 40'
Over 8' 6" requires class C permit
Over 20,000 requires class C permit .
State Route 88
MP 225.55 (Dry Wash Bridge -Structure
							 15)
R17-6-403
No trucks over 40'
Over 8' 6" requires class C permit
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
Over 20,000 requires class C permit .
State Route 88
MP 225.55 (Dry Wash Bridge) to MP 226.60 (ADOT
							 Maintenance Yard)
R17-6-403
No trucks over 40'
Over 8' 6" requires class C permit
Over 20,000 requires class C permit .
State Route 88
MP 226.60 (ADOT Maintenance Yard) to MP 233.50 (Pine
							 Creek Bridge)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 88
MP 233.50 (Pine Creek Bridge -Structure
							 31)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 88
MP 233.50 (Pine Creek Bridge) to
MP 240.57 (Begin Pavement)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 88
MP 240.57 (Begin Pavement) to MP 242.40 (Junction SR
							 188)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 89
MP 258.20 (Junction US 93) to MP 271.91 (Divided
							 Highway)
R17-6-403
Over 12' - 16' = F/R
State Route 89
MP 271.91 Northbound (Begin Divided Highway) to MP
							 275.62 (End Divided Highway)
R17-6-403
Over 12' - 16' = F/R
State Route 89
MP 271.91 Southbound (End Divided Highway) to MP
							 275.62 (Begin Divided Highway)
R17-6-403
Over 40' requires class C permit
Over 12' - 16' = F/R
State Route 89
MP 275.62 (End Divided Highway) to MP 295.00
							 (Wilhoit Community Limit)
R17-6-403
Over 12' - 16' = F/R
State Route 89
MP 295.00 (Wilhoit Community Limit) to MP 309.00
							 (Prescott City Limit)
R17-6-403
Over 40' requires class C permit
Over 8' requires class C permit
State Route 89
MP 309.00 (Prescott City Limit) to MP 309.45 (Granite
							 Creek Bridge #2)
R17-6-403
Over 12' - 16' = F/R + 2 LE
State Route 89
MP 309.45 (Granite Creek Bridge #2 - Structure
							 106)
R17-6-403
Over 12' - 16' = F/R + 2 LE
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 89
MP 309.45 (Granite Creek Bridge #2) to MP 320.00
							 (Willow Creek Road)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
City of Prescott Jurisdiction: MP 310.26 to MP 319.00
							 & MP 312.57 to MP 313.99.
State Route 89
MP 320.00 (Willow Creek Road) to MP 363.00 (Junction
							 I-40)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 89A
MP 317.80 (Junction SR 89) to MP 330.10 (Old Fain
							 Road)
R17-6-403
Over 14' - 16' = F/R
State Route 89A
MP 330.10 (Old Fain Road) to MP 348.00
							 (Clarkdale)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 89A
MP 355.21 (Junction SR 260) to MP 374.14 (Junction SR
							 179)
R17-6-403
Over 14' - 16' = F/R
State Route 89A
MP 374.14 (Junction SR 179) to MP 375.66
							 (Midgley/Wilson Canyon Bridge)
R17-6-403
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)
R17-6-403
Over 50' requires class C permit
Over 10' - 12' = F/R
Over 12' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
State Route 89A
MP 375.66 (Midgley/Wilson Canyon Bridge) to MP
							 390.18 (Oak Creek Vista)
R17-6-403
Over 50' requires class C permit
Over 10' - 12' = F/R
Over 12' - 16' = F/R + 2 LE
State Route 89A
MP 390.18 (Oak Creek Vista) to MP 398.96 (JW Powell
							 Boulevard/1-17)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 89A Spur
MP 324.47 (Junction SR 89A) to MP 331.63 (Junction SR
							 69)
R17-6-403
Over 14' - 16' = F/R
State Route 90
MP 289.59 (Junction 1-10) to MP 336.40 (Junction SR
							 80)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 90 Spur
MP 316.88 (Junction SR 90) to MP 317.29 (Buffalo
							 Soldier Trail)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 92
MP 321.00 (Junction SR 90) to MP 355.00 (Junction SR
							 80)
R17-6-403
Over 14' - 16' = F/R
State Route 95
MP 109.10 (Main Street in Quartzsite) to MP 131.68
							 (Junction SR 72)
R17-6-403
Over 14' - 16' = F/R
State Route 95
MP 131.68 (Junction SR 72) to MP 143.93 (Junction SR
							 95 Spur)
R17-6-403
Over 12' - 16' = F/R
State Route 95
MP 143.93 (Junction SR 95 Spur) to MP 144.75 (Airport
							 Road in Parker)
R17-6-403
Over 14' - 16' = F/R
State Route 95
MP 144.75 (Airport Road in Parker) to MP 187.51
							 (Chenoweth Drive in Lake Havasu City)
R17-6-403
Over 14' - 16' = F/R
State Route 95
MP 187.51 (Chenoweth Drive in Lake Havasu City) to MP
							 202.06 (Junction I-40)
R17-6-403
Over 14' - 16' = F/R
State Route 95
MP 226.08 (California State Line near Needles) to MP
							 227.32 (Courtwright Road)
R17-6-403
Over 12' - 16' = F/R
State Route 95
MP 227.32 (Courtwright Road) to MP 249.80 (Junction
							 SR 68)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 95A
MP 143.93 (Junction SR 95) to MP 144.85 (California
							 State Line near Parker)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 96
MP 0.00 (Bagdad , Town Limit) to MP 4.01 (Junction SR
							 97)
R17-6-403
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)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 96
MP 10.80 (Santa Maria River Bridge - Structure
							 225)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
State Route 96
MP 10.80 (Santa Maria River Bridge) to MP 21.92
							 (Hillside Town Limit)
R17-6-403
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)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 98
MP 294.67 (Junction US 89) to MP 361.56 (Junction US
							 160)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 99
MP 38.19 (Clear Creek Arch Bridge - Structure
							 1038)
R17-6-403
Over 14' - 16' = F/R + 2 LE
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 99
MP 38.19 (Clear Creek Arch Bridge) to MP 38.90 (Jacks
							 Canyon Bridge)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 99
MP 38.90 (Jacks Canyon Bridge -Structure
							 1036)
R17-6-403
Over 14' - 16' = F/R + 2 LE
Legal weight only, as provided under
							 R17-6-102,
							 Table 1.
State Route 99
MP 38.90 (Jacks Canyon Bridge) to MP 42.65 (Junction
							 SR 87)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R + 2 LE
State Route 101 Loop
MP 1.21 (Junction I-10, near 99th Avenue) to MP
							 17.24 (75th Avenue TI)
R17-6-402;
							 R17-6-403;
R17-6-404
Over 14' - 16' = R
State Route 101 Loop
MP 17.24 Westbound (75th Avenue Overpass) -
							 Structure 2051
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 4"
Over 14' - 16' = R
State Route 101 Loop
MP 17.24 (75th Avenue TI) to MP 61.33 (Junction SR
							 202 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 143
MP 0.00 (Junction I-10) to MP 3.81 (McDowell
							 Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 169
MP 0.00 (Junction SR 69) to MP 15.10 (Junction
							 I-17)
R17-6-403
Over 14' - 16' = F/R
State Route 177
MP 136.31 (Junction SR 77) to MP 167.64 (Junction US
							 60)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 179
MP 298.95 (Junction I-17 Overpass - Structures 633
							 & 1061)
R17-6-402
14' 2"
Over 12' - 16' = F/R
State Route 179
MP 298.95 (Junction I-17 Overpass) to MP 313.44
							 (Junction SR 89A)
R17-6-403
Over 12' - 16' = F/R
State Route 180A
MP 343.10 (Junction US 180) to MP 353.00 (Junction SR
							 61)
R17-6-403
Over 14' requires class C permit
State Route 181
MP 38.25 (Junction US 191) to MP 61.08 (Junction SR
							 186)
R17-6-403
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)
R17-6-403
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 327.49
							 (Junction SB 10 in Willcox)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R
State Route 186
MP 328.20 (Junction SB 10 in Willcox) to MP 359.42
							 (Junction SR 181)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 214.92 (Junction US 60) to MP 229.58 (Junction SR
							 288)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 229.58 (Junction SR 288) to MP 244.15 (Junction SR
							 88)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 244.15 (Junction SR 88) to MP 244.28 (Roosevelt
							 Lake Bridge)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 244.28 (Roosevelt Lake Bridge -Structure
							 2028)
R17-6-403
Over 14' - 16' = F/R
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT Bridge
							 Group.
State Route 188
MP 244.28 (Roosevelt Lake Bridge) to MP 250.00 (Rock
							 Creek)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 250.00 (Rock Creek) to MP 260.00 (South of Punkin
							 Center)
R17-6-403
Over 14' - 16' = F/R
State Route 188
MP 260.00 (South of Punkin Center) to MP 276.78
							 (Junction SR 87)
R17-6-403
Over 14' - 16' = F/R
State Route 189
MP 0.00 (US/Mexico Border) to MP 2.88 (Junction
							 I-19)
R17-6-403
Over 14' - 16' = F/R
State Route 189
MP 2.88 (Junction I-19) to MP 3.75 (Junction SB
							 19)
R17-6-403
Over 14' - 16' = F/R
State Route 195
MP 5.50 (Begin route at Avenue E) to MP 27.30 (Union
							 Pacific Railroad Underpass)
R17-6-403
Over 14' - 16' = F/R
State Route 195
MP 27.30 (Union Pacific Railroad Underpass -
							 Structure 2964)
R17-6-403
15' 4"
Over 14' - 16' = F/R
State Route 195
MP 27.30 (Union Pacific Railroad Underpass) to MP
							 27.44 (Junction I-8 Eastbound Ramp)
R17-6-403
Over 14' - 16' = F/R
State Route 195
MP 27.44 (I-8 Eastbound Underpass - Structure
							 1277)
R17-6-403
15' 4"
Over 14' - 16' = F/R
State Route 195
MP 27.47 (I-8 Westbound Underpass - Structure
							 1278)
R17-6-403
15' 4"
Over 14' - 16' = F/R
State Route 195
MP 27.47 (I-8 Westbound Underpass) to MP 27.61
							 (Junction I-8 Westbound Ramp)
R17-6-403
Over 14' - 16' = F/R
State Route 202 Loop
MP 0.00 (Junction I-10 and SR 51) to MP 9.80
							 (Junction SR 101 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 202 Loop
MP 9.80 (Junction SR 101 Loop) to MP 55.50 (Junction
							 I-10 , Santan TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 202 Loop
MP 55.50 (Junction I-10, Santan TI) to MP 77.80
							 (Junction I-10, West Phoenix TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 202 Spur
MP 5.15 (Junction SR 202 Loop) to MP 6.28 (Sky
							 Harbor Blvd TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
State Route 210
MP 1.00 (Broadway Blvd) to MP 4.78 (Richey
							 Blvd)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
State Route 238
MP 24.00 to MP 44.25 (Junction SR
							 347)
R17-6-403
Over 14' - 16' = F/R
State Route 260
MP 206.40 (Junction SR 89A) to MP 218.60 (Junction
							 I-17)
R17-6-403
Over 14' - 16' = F/R
State Route 260
MP 218.60 (Junction I-17) to MP 252.00 (Junction SR
							 87)
R17-6-403
Over 14' - 16' = F/R
State Route 260
MP 252.00 (Junction SR 87 in Payson) to MP 256.00
							 (Star Valley)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 260
MP 256.00 (Star Valley) to MP 305.67 (Junction SR
							 277)
R17-6-403;
							 R17-6-407
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 260
MP 305.67 (Junction SR 277) to MP 340.07 (Junction US
							 60 in Show Low)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 260
MP 357.72 (Junction SR 73) to MP 368.60 (Junction SR
							 473, Hawley Lake Road)
R17-6-403
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)
R17-6-403
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)
R17-6-403
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)
R17-6-403
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)
R17-6-403
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)
R17-6-403;
							 Seasonal Road Closure
Over 8' 6" requires class C permit
State Route 264
MP 321.97 (Junction US 160) to MP 384.23 (Junction SR
							 87)
R17-6-403
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)
R17-6-403
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)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R
State Route 264
MP 446.87 (Junction US 191) to MP 476.12 (New Mexico
							 State Line)
R17-6-403
Over 12' - 16' = F/R
State Route 266
MP 104.60 (Junction US 191) to MP 123.14 (Junction
							 SR 266 Spur in Bonita)
R17-6-403
Over 12' - 16' = F/R
State Route 266
MP 123.14 (Junction SR 266 Spur in Bonita) to MP
							 123.80 (Fort Grant Road in Bonita)
R17-6-403
Over 12' - 16' = F/R
State Route 266 Spur
MP 123.14 (Junction SR 266 in Bonita) to MP 126.17
							 (Fort Grant)
R17-6-403
Over 12' - 16' = F/R
State Route 273
MP 377.46 (Junction SR 260) to MP 396.83 (Big Lake
							 Turnoff)
R17-6-403;
							 Seasonal Road Closure
Over 14' - 16' = F/R
State Route 277
MP 305.67 (Junction SR 260) to MP 312.62 (Junction SR
							 377)
R17-6-403
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)
R17-6-403
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)
R17-6-403
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 277 Spur
MP 321.18 (Junction SR 277, West of Snowflake) to MP
							 322.40 (Old Paper Mill)
R17-6-403
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)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 287
MP 115.84 (Junction I-10) to MP 125.81 (Junction SR
							 87)
R17-6-403
Over 14' - 16' = F/R
State Route 287
MP 134.75 (Junction SR 87) to MP 142.96 (Junction SB
							 79)
R17-6-403
Over 14' - 16' = F/R
State Route 288
MP 258.10 (Junction SR 188) to MP 262.44 (Salt River
							 Bridge)
R17-6-403
70'+ requires F/ R
Over 8' 6" requires class C permit
State Route 288
MP 262.44 (Salt River Bridge -Structure
							 37)
R17-6-403
12'
70'+ requires F/ R
Over 8' 6" requires class C permit
Legal weight only, 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)
R17-6-403
70'+ requires F/ R
Over 8' 6" requires class C permit
State Route 289
MP 0.00 (Junction I-19) to MP 10.83 (Route
							 end)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
State Route 303 Loop
MP 103.87 (Junction I-10) to MP 119.28 (Junction US
							 60, Grand Avenue)
R17-6-403
Over 14' - 16' = R
State Route 303 Loop
MP 119.28 (Junction US 60, Grand Avenue) to MP 139.14
							 (Junction I-17 - Sonoran Desert Drive TI)
R17-6-403
Over 14' - 16' = R
State Route 303 Loop
MP 139.16 Northbound (I-17 South Underpass -
							 Structure 2876)
R17-6-403
15' 7"
Over 14' - 16' = R
State Route 303 Loop
MP 139.18 Southbound (I-17 North Underpass -
							 Structure 2875)
R17-6-403
15' 10"
Over 14' - 16' = R
State Route 303 Loop
MP 139.20 (Junction I-17 - Sonoran Desert Drive TI)
							 to MP 139.29 (End of Route East of Junction I-17)
R17-6-403
Over 14' - 16' = R
State Route 347
MP 160.89 (Junction SR 84) to MP 174.55 (Junction SR
							 238)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 347
MP 174.55 (Junction SR 238) to MP 189.31 (Junction
							 I-10)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
State Route 366
MP 113.69 (Junction US 191) to MP 118.60 (Coronado
							 National Forest Marker)
R17-6-403
Over 12' - 14' = F/R
State Route 366
MP 118.60 (Coronado National Forest Marker) to MP
							 143.20 (Route end)
R17-6-403;
							 Seasonal Road Closure
Over 40' requires class C permit
Over 8' 6" requires class C permit
State Route 373
MP 385.65 (Junction SR 260) to MP 390.21 (End of
							 route at Greer)
R17-6-403
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)
R17-6-403
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
							 National Observatory)
R17-6-403
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)
R17-6-403
Over 14' - 16' = F/R
State Route 387
MP 8.42 (Junction I-10) to MP 15.72 (Junction SR
							 87)
R17-6-403
Over 14' - 16' = F/R
State Route 389
MP 0.00 (Utah State Line) to MP 32.60 (Junction US
							 89A)
R17-6-403
Over 14' - 16' = F/R
State Route 473
MP 0.00 (Junction SR 260) to MP 10.03 (Route end at
							 Hawley Lake)
R17-6-403;
							 Seasonal Road Closure
60'+ requires F/ R
Over 10' - 14' = F/R
Over 14' requires class C permit
20,000
State Route 564
MP 374.28 (Junction US 160) to MP 383.46 (Route
							 end)
R17-6-403
Over 12' - 14' = F/R
Over 14' requires class C permit
State Route 587
MP 218.76 (Junction SR 87) to MP 225.30 (Junction
							 I-10)
R17-6-403
Over 14' - 16' = F/R
State Route 989
MP 34.01 (N. Rancho Vistoso Blvd/ N. 1st Avenue) to
							 MP 36.00 (Junction SR 77 at N. Oracle Road)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
U.S. Highway 60
MP 31.20 (Junction I-10) to MP 49.52 (Junction SR
							 72)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 49.52 (Junction SR 72) to MP 85.91 (Junction SR
							 71)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 85.91 (Junction SR 71) to MP 107.7 (Vulture Mine
							 Road)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 107.7 (Vulture Mine Road) to MP 110.24 (Washington
							 Street)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.24 Eastbound (Washington Street Underpass,
							 Wickenburg -Structure 535)
R17-6-402;
							 R17-6-403
13' 10"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.24 Westbound (Washington Street Underpass,
							 Wickenburg -Structure 535)
R17-6-402;
							 R17-6-403
13' 9"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.25 Eastbound (Railroad Underpass, Wickenburg -
							 Structure 195)
R17-6-402;
							 R17-6-403
13' 10"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.25 Westbound (Railroad Underpass, Wickenburg -
							 Structure 195)
R17-6-402;
							 R17-6-403
13' 9"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.26 Eastbound (Frontier Street Underpass,
							 Wickenburg -Structure 1000)
R17-6-402;
							 R17-6-403
13' 10"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.26 Westbound (Frontier Street Underpass,
							 Wickenburg -Structure 1000)
R17-6-402;
							 R17-6-403
13' 9"
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.26 (Frontier Street) to MP 110.33 (Junction US
							 93)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 110.33 (Junction US 93) to MP 138.48 (Junction SR
							 303 Loop)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 138.48 (Junction SR 303 Loop) to MP 148.90
							 (Junction SR 101 Loop)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 148.90 (Junction SR 101 Loop) to MP 160.10
							 (Junction I-17)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = F/R
U.S. Highway 60
MP 172.00 (Junction I-10) to MP 172.90 (Hardy
							 Drive)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 172.90 Eastbound (Hardy Drive Underpass -
							 Structure 1376)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 7"
Over 14' - 16' = R
U.S. Highway 60
MP 172.90 Westbound (Hardy Drive Underpass -
							 Structure 1376)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 3"
Over 14' - 16' = R
U.S. Highway 60
MP 172.90 (Hardy Drive) to MP 174.41 (Rural Road
							 TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 174.41 Eastbound (Rural Road Underpass - Structure
							 1660)
R17-6-402;
R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
U.S. Highway 60
MP 174.41 (Rural Road TI) to MP 175.42 (McClintock
							 Drive)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 175.42 Eastbound (McClintock Drive Underpass -
							 Structure 1661)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
U.S. Highway 60
MP 175.42 Westbound (McClintock Drive Underpass -
							 Structure 1661)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
U.S. Highway 60
MP 175.42 (McClintock Drive) to MP 176.29 (Junction
							 SR 101 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 176.29 (Junction SR 101 Loop) to MP 177.45
							 (Dobson Road TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 177.45 (Dobson Road Underpass - Structure
							 1795)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 9"
Over 14' - 16' = R
U.S. Highway 60
MP 177.45 (Dobson Road TI) to MP 184.39 (Val Vista
							 Drive TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 184.39 (Val Vista Drive Underpass - Structure
							 1883)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 10"
Over 14' - 16' = R
U.S. Highway 60
MP 184.39 (Val Vista Drive TI) to MP 184.77 (39th
							 Street)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 184.77 (39th Street Underpass -Structure
							 1918)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
U.S. Highway 60
MP 184.77 (39th Street) to MP 186.34 (Higley Road
							 TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 186.34 (Higley Road Underpass - Structure
							 1922)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 11"
Over 14' - 16' = R
U.S. Highway 60
MP 186.34 (Higley Road TI) to MP 188.38 (Power Road
							 TI)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 188.38 (Power Road Underpass -Structure
							 1924)
R17-6-402;
							 R17-6-403;
							 R17-6-404
15' 9"
Over 14' - 16' = R
U.S. Highway 60
MP 188.38 (Power Road TI) to MP 190.51 (Junction SR
							 202 Loop)
R17-6-402;
							 R17-6-403;
							 R17-6-404
Over 14' - 16' = R
U.S. Highway 60
MP 190.51 (Junction SR 202 Loop) to MP 194.38
							 (Meridian Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
U.S. Highway 60
MP 194.38 (Meridian Road Underpass - Structure
							 1438)
R17-6-402;
							 R17-6-403
15' 9"
Over 14' - 16' = R
U.S. Highway 60
MP 194.38 (Meridian Road) to MP 196.14 (Junction SR
							 88, Idaho Road)
R17-6-402;
							 R17-6-403
Over 14' - 16' = R
U.S. Highway 60
MP 196.14 (Junction SR 88, Idaho Road) to MP 212.17
							 (Junction SR 79)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 60
MP 212.17 (Junction SR 79) to MP 226.87 (Junction SR
							 177)
R17-6-402;
							 R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R
U.S. Highway 60
MP 226.87 (Junction SR 177) to MP 227.71 (Queen Creek
							 Bridge)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 227.71 (Queen Creek Bridge -Structure
							 406)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
U.S. Highway 60
MP 227.71 (Queen Creek Bridge) to MP 228.47 (Queen
							 Creek Tunnel)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 228.47 (Queen Creek Tunnel -Structure
							 407)
R17-6-403;
							 R17-6-407
14' *
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
* Over 14' to 16' in height requires F/R + 2
							 LE:
Coordinate road closures by or under the direction
							 of law enforcement escorts; and
Drive in center of tunnel.
U.S. Highway 60
MP 228.47 (Queen Creek Tunnel) to MP 238.25 (Pinto
							 Creek Bridge)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 238.25 (Pinto Creek Bridge -Structure
							 351)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
U.S. Highway 60
MP 238.25 (Pinto Creek Bridge) to MP 247.04 (Junction
							 SR 188)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 247.04 (Junction SR 188) to MP 252.06 (Junction US
							 70)
R17-6-403;
							 R17-6-407
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 11' - 14' = F/R
Over 14' - 16' = F/R
U.S. Highway 60
MP 252.06 (Junction US 70) to MP 292.91 (Apache
							 Bridge)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' Prohibited
U.S. Highway 60
MP 292.91 (Apache Bridge - Structure
							 1929)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' Prohibited
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more 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)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' Prohibited
U.S. Highway 60
MP 318.14 (Junction SR 73) to MP 323.44 (Cedar Canyon
							 Bridge)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 323.44 (Cedar Canyon Bridge -Structure
							 215)
R17-6-403
80'+ non-articu-lated requires F/ R; 110'+
							 articulated requires F/ R
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
U.S. Highway 60
MP 323.44 (Cedar Canyon Bridge) to MP 338.86 (Summit
							 Trail)
R17-6-403
80'+ nonarticulated requires F/ R; 110'+ articulated
							 requires F/ R
Over 12' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 60
MP 338.86 (Summit Trail) to MP 339.71 (Junction SR
							 260)
R17-6-403
80'+ nonarticulated requires F/ R; 110'+ articulated
							 requires F/ R
Over 12' - 16' = F/R
U.S. Highway 60
MP 339.71 (Junction SR 260) to MP 341.69 (Junction SR
							 260)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 60
MP 341.69 (Junction SR 260) to MP 342.77 (Junction SR
							 77)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 60
MP 342.77 (Junction SR 77) to MP 353.16 (Junction SR
							 61)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 60
MP 353.16 (Junction SR 61) to MP 371.74 (Mallory
							 Draw)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 60
MP 371.74 (Mallory Draw Bridge -Structure
							 2605)
R17-6-403
Over 12' - 16' = F/R
Class A permitted vehicles with a gross weight
							 of:
150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT
Bridge Group.
U.S. Highway 60
MP 371.74 (Mallory Draw) to MP 384.45 (Junction US
							 180)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 60
MP 384.45 (Junction US 180) to MP 401.97 (New Mexico
							 State Line)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 64
MP 465.40 (Junction US 160) to MP 469.54 (New Mexico
							 State Line)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 252.14 (Junction US 60) to MP 253.63 (Railroad
							 Underpass)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 253.63 (Railroad Underpass -Structure
							 562)
R17-6-403
15' 6"
Over 14' - 16' = F/R
U.S. Highway 70
MP 253.63 (Railroad Underpass) to MP 254.11 (Junction
							 SR 77)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 254.11 (Junction SR 77) to MP 339.45 (Junction US
							 191)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 339.45 (Junction US 191) to MP 349.48 (Junction US
							 191)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 349.48 (Junction US 191) to MP 378.90 (Junction SR
							 75)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 70
MP 378.90 (Junction SR 75) to MP 385.25 (New Mexico
							 State Line)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 401.00 (Junction I-40) to MP 420.38 (Junction SB
							 40)
R17-6-403
Local Requirements
City of Flagstaff Jurisdiction
U.S. Highway 89
MP 420.38 (Junction SB 40) to MP 465.21 (Junction SR
							 64)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 465.21 (Junction SR 64) to MP 480.80 (Junction US
							 160)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 480.80 (Junction US 160) to MP 524.01 (Junction US
							 89A)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 524.01 (Junction US 89A) to MP 546.20 (Junction SR
							 98)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 546.20 (Junction SR 98) to MP 549.54 (Glen Canyon
							 Bridge)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89
MP 549.54 (Glen Canyon Bridge -Structure
							 537)
R17-6-403
Over 14' - 16' = F/R
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more 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)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 89A
MP 524.07 (Junction US 89) to MP 537.86 (Navajo
							 Bridge at Colorado River)
R17-6-403
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)
R17-6-403
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 additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more 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 (Cliff Dweller's Lodge)
R17-6-403
Over 10' - 14' = F/R
Over 14' - 16' = F/R + 2 LE
U.S. Highway 89A
MP 547.00 (Cliff Dweller's Lodge) to MP 579.30
							 (Junction SR 67)
R17-6-403
Over 8' 6" requires class C permit
U.S. Highway 89A
MP 579.30 (Junction SR 67) to MP 609.23 (Junction SR
							 389)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 89A
MP 609.23 (Junction SR 389) to MP 613.03 (Utah State
							 Line)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 93
MP 0.00 (Hoover Dam Bypass) to MP 67.20 (Junction SR
							 68)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
Nevada issues permit for Mike O'Callaghan "" Pat
							 Tillman Memorial Bridge (Colorado River Bridge).
U.S. Highway 93
MP 67.20 (Junction SR 68) to MP 71.10 (Junction I-40,
							 Exit # 48)
R17-6-402;
							 R17-6-403
Over 14' - 16' = F/R
U.S. Highway 93
MP 91.38 (Junction I-40, Exit # 71) to MP 139.07
							 Southbound (Burro Creek Bridge)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R + 2 LE
U.S. Highway 93
MP 139.07 Southbound (Burro Creek Bridge - Structure
							 846)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R + 2 LE
Class A permitted vehicles with a gross weight of:
							 150,000 or less - no additional restrictions;
150,001 through 250,000 - drivers shall:
Coordinate road closures by or under the direction of
							 2 law enforcement escorts; 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:
							 250,001 or more require special analysis and approval from the ADOT Bridge
							 Group.
U.S. Highway 93
MP 139.07 Southbound (Burro Creek Bridge) to MP
							 154.85 (Junction SR 97)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R + 2 LE
U.S. Highway 93
MP 154.85 (Junction SR 97) to MP 182.90 (Junction SR
							 71)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R + 2 LE
U.S. Highway 93
MP 182.90 (Junction SR 71) to MP 193.61 (Junction SR
							 89)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R + 2 LE
U.S. Highway 93
MP 193.61 (Junction SR 89) to MP 199.67 (Junction US
							 60 in Wickenburg)
R17-6-403;
							 R17-6-407
Over 14' - 16' = F/R
U.S. Highway 95
MP 29.34 (Araby Road) to MP 104.25 (Junction
							 I-10)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 95
MP 104.25 (Junction I-10) to MP 104.51 (Main Street
							 in Quartzsite)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 311.46 (Junction US 89) to MP 321.86 (Junction SR
							 264)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 321.86 (Junction SR 264) to MP 361.61 (Junction SR
							 98)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 361.61 (Junction SR 98) to MP 374.28 (Junction SR
							 564)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 374.28 (Junction SR 564) to MP 393.57 (Junction US
							 163)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 393.57 (Junction US 163) to MP 434.87 (Junction US
							 191)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 434.87 (Junction US 191) to MP 437.22 (Junction US
							 191; BIA 12)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 437.22 (Junction US 191; BIA 12) to MP 465.40
							 (Junction US 64)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 160
MP 465.40 (Junction US 64) to MP 470.73 (New Mexico
							 State Line)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 163
MP 393.52 (Junction US 160) to MP 396.16 (Laguna Wash
							 Bridge)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 163
MP 396.16 (Laguna Wash Bridge -Structure
							 25)
R17-6-403
Over 12' - 16' = F/R
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
U.S. Highway 163
MP 396.16 (Laguna Wash Bridge) to MP 416.71 (Utah
							 State Line)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 215.44 (Junction SB 40) to MP 265.82 (Junction SR
							 64)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 307.30 (Junction SR 77) to MP 343.13 (Junction SR
							 180A)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 343.13 (Junction SR 180A) to
MP 358.44 (Junction SR 61)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 358.44 (Junction SR 61) to MP 368.92 (Junction US
							 191)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 368.92 (Junction US 191) to MP 394.36 (Junction US
							 60)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 400.61 (Junction US 60) to MP 426.33 (Junction US
							 191)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 180
MP 426.33 (Junction US 191) to MP 433.26 (New Mexico
							 State Line)
R17-6-403
Over 12' - 16' = F/R
U.S. Business 191
MP 0.00 (US/Mexico Border) to MP 1.15 (Junction SR
							 80, Douglas)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 1.15 (Junction SR 80, Douglas) to MP 38.12
							 (Junction SR 181)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 38.12 (Junction SR 181) to MP 66.55 (Junction
							 I-10)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 87.43 (Junction I-10) to MP 104.38 (Junction SR
							 266)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 104.38 (Junction SR 266) to MP 113.69 (Junction SR
							 366)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 113.69 (Junction SR 366) to MP 121.02 (Junction US
							 70)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 130.60 (Junction US 70) to MP 154.90 Southbound
							 (Cold Creek Bridge)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 154.90 Southbound (Cold Creek Bridge - Structure
							 258)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 154.90 Southbound (Cold Creek Bridge) to MP 163.95
							 (Temporary US 191, Clifton)
R17-6-403
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)
R17-6-403
Over 40' requires class C permit
Over 8' 6" requires class C permit
U.S. Highway 191
MP 215.41 (Forest Service Route 25) to MP 253.74
							 (Junction US 180, Alpine)
R17-6-403
Over 8' 6" requires class C permit
U.S. Highway 191
MP 315.55 (Junction US 180 in St Johns) to MP 344.49
							 (Junction SR 61)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 344.49 (Junction SR 61) to MP 368.50 (Junction
							 I-40 in Sanders)
R17-6-403
Over 14' - 16' = F/R
U.S. Highway 191
MP 374.00 (Junction I-40) to MP 411.63 (Junction SR
							 264, Ganado)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 191
MP 417.55 (Junction SR 264) to MP 510.34 (Junction US
							 160)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 191 Temp (UX 191)
MP 163.95 (Temporary US 191, Clifton) to MP 169.04
							 (Freeport-McMoRan Mine Entrance)
R17-6-403
Over 12' - 16' = F/R
U.S. Highway 191 Temp (UX 191)
MP 169.04 (Freeport-McMoRan Mine Entrance) to MP
							 169.20 (Free-port-McMoRan Viaduct)
R17-6-403
Over 8' 6" requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.20 (Freeport-McMoRan Viaduct - Structure
							 1631)
R17-6-403
Over 8' 6" requires class C permit
Class A permitted vehicles with a gross weight of:
							 100,000 or less - no additional restrictions;
100,001 through 150,000 - drivers shall:
Coordinate road closures by or under the direction
							 of 2 law enforcement escorts; and
Cross on center of bridge at a constant speed of no
							 more than 10 mph while on bridge.
150,001 or more requires a Class C permit with
							 special analysis and approval from the ADOT Bridge Group.
U.S. Highway 191 Temp (UX 191)
MP 169.20 (Freeport-McMoRan Viaduct) to MP 169.30
							 (Railroad Underpass)
R17-6-403
Over 8' 6" requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.30 (Railroad Underpass -Structure
							 1632)
R17-6-403
15'
Over 8' 6" requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.30 (Railroad Underpass) to MP 169.90 (Rock
							 Tunnel)
R17-6-403
Over 8' 6" requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.90 (Rock Tunnel - Structure
							 1633)
R17-6-403
12' 7"
Over 8' 6" requires class C permit
U.S. Highway 191 Temp (UX 191)
MP 169.90 (Rock Tunnel) to MP 179.36 (Junction at
							 end of Temporary US 191)
R17-6-403
Over 8' 6" requires class C permit