Ariz. Admin. Code § tit. 17, ch. 6, art. 4, tbl. 4
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 | |||
Ariz. Admin. Code tit. 17, ch. 6, art. 4, tbl. 4