![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Albany | WY 130 | 16.94 | 10.48 | 0103092 | Laramie to Centennial | Laramie West/Wy 130 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $10,300,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Albany | WY 130 | 10.00 | 6.94 | 0103095 | Laramie to Centennial | Laramie West/Wy 130 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Carbon | WY 130 | 47.46 | 10.06 | 0103096 | Centennial to Saratoga | Centennial West/Wy 130 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $8,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Albany | WY 13 | 0.00 | 8.04 | 0105014 | Mcfadden to Rock River | Albany County Section/Wy 13 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $10,800,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Carbon | WY 13 | 8.04 | 9.26 | 0105015 | Mcfadden to Rock River | Carbon County Section/Wy 13 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $7,200,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Laramie | HAPPY JACK, WY 210 | 0.02 | 10.27 | 0107029 | Cheyenne | Happy Jack Road/Wy 210 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $10,600,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Big Horn | WY 31 | 6.50 | 5 | 0201020 | Manderson to Hyattville | River South Section/Wy 31 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $3,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Big Horn | WY 31 | 19.38 | 0 | 0201021 | Manderson to Hyattville | Structure No. Cjh | Bridge Replacement | Replacement of existing bridge | new bridge, large culvert, or reinforced box culvert | $1,700,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Big Horn | WY 32 | 116.96 | 6.46 | 0202064 | Willwood to Emblem | Coon Creek Section/Wy 32 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $3,100,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2026 | Sheridan | FRONT ST, US 14 , US 16 | 38.10 | 8.85 | 0302093 | Clearmont to Arvada | Us 14
Structure No. Btg | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $4,500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Sheridan | US 14 | 1.40 | 12.89 | 0302095 | Sheridan to Ucross | Us 14 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $11,500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Campbell | US 14 , US 16 | 96.00 | 2.4 | 0302096 | Buffalo to Gillette | Us 14/16 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $2,200,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2025 | Campbell | WY 51 | 136.56 | 7.3 | 0303025 | Gillette to Moorcroft | Wy 51 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $3,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Crook | WY 51 | 147.04 | 0 | 0303026 | Crook County | Structure No. Bgk | Bridge Replacement | Replacement of existing bridge | new bridge, large culvert, or reinforced box culvert | $3,400,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Carbon | WY 70 | 50.00 | 6.25 | 0401039 | Baggs to Encampment | Encampment West/Wy 70 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,600,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Carbon | MACFARLANE AVE, WY 70 | 56.25 | 1.45 | 0401040 | Baggs to Encampment | Wy 70 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $1,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2025 | Carbon | WY 70 | 37.76 | 0 | 0401041 | Baggs to Encampment | Wy 70 | Drainage Repair | Work to address erosion, flood, or other water related damage | flood repairs to slopes, riprap repair or replacement, pipe inlet or outlet repairs, cleaning out culverts and ditches, replacing damaged culverts, debris removal | $400,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Converse | US 20 , US 26 , US 87 | 166.52 | 9.87 | 0505020 | Casper to Glenrock | Glenrock West/Us 20/26/87 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Natrona | US 20 , US 26 , US 87 | 176.39 | 7.52 | 0505021 | Casper to Glenrock | Us 20/26/287/Casper East Section | Pavement Resurface | Correct functional pavement deficiencies (IRI/rutting/thermal cracking) | thin overlay, microsurface, chip seal | $4,600,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2026 | Weston | WY 116 N | 16.46 | 6.048 | 0600021 | Sundance to Upton | Weston County Line South/Wy 116 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $3,800,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Crook | WY 24 | 9.50 | 9.83 | 0601053 | Devils Tower to Hulett | Wy 24 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $11,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Fremont | WY 131 | 1.75 | 7.25 | 0701008 | Lander to Sinks Canyon | Wy 131 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Fremont | WY 132 | 10.00 | 4.25 | 0703022 | Ethete to Kinnear | Wy 132 | Safety Improvements | Projects to address vehicle crashes and safety and/or mobility of the highway system | curve warning signs, roadway striping, no passing signs, high friction wearing surface, turn lanes, accel and decel lanes, pedestrian crossings, shoulder widenings | $2,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Fremont | WY 133 | 0.00 | 6.065 | 0706011 | Kinnear to Pavillion | Wy 133 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,100,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Fremont | WY 134 | 9.16 | 6.09 | 0707008 | Riverton | Missouri Valley Road/Wy 134 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Fremont | WY 135 | 7.35 | 9.9 | 0708031 | Riverton to Sweetwater Station Junction | Wy 135 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Fremont | WY 135 | 0.10, 19.75, 20.20, 24.79, 25.50, 34. | 0 | 0708032 | Sand Draw to Sweetwater Station Junction | Wy 135 | Safety Improvements | Projects to address vehicle crashes and safety and/or mobility of the highway system | curve warning signs, roadway striping, no passing signs, high friction wearing surface, turn lanes, accel and decel lanes, pedestrian crossings, shoulder widenings | $500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Fremont | WY 135 | 22.00 | 2 | 0708033 | Sand Draw to Sweetwater Station Junction | Wy 135 | Safety Improvements | Projects to address vehicle crashes and safety and/or mobility of the highway system | curve warning signs, roadway striping, no passing signs, high friction wearing surface, turn lanes, accel and decel lanes, pedestrian crossings, shoulder widenings | $200,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Goshen | WY 158 | 0.00 | 8.02 | 0802192 | Huntley | Table Mountain Road/Wy 158 | Pavement Resurface | Correct functional pavement deficiencies (IRI/rutting/thermal cracking) | thin overlay, microsurface, chip seal | $2,700,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Goshen | WY 154 | 14.10 | 9.02 | 0803141 | Veteran to Yoder | Veteran Road/Wy 154 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Goshen | WY 161 | 0.00 | 7.03 | 0811005 | Yoder to Huntley | Wy 161 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,300,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Hot Springs | WY 171 | 0.00 | 8.63 | 0901112 | Grass Creek | Wy 171 | Pavement Resurface | Correct functional pavement deficiencies (IRI/rutting/thermal cracking) | thin overlay, microsurface, chip seal | $5,300,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Johnson | WY 192 | 0.00 | 5.8 | 1002017 | Kaycee to Linch | Wy 192 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Johnson | WY 192 | 11.60 | 23.8 | 1002018 | Kaycee to Linch | Wy 192 | Pavement Resurface | Correct functional pavement deficiencies (IRI/rutting/thermal cracking) | thin overlay, microsurface, chip seal | $7,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2026 | Johnson | WY 192 | 29.55 | 2.38 | 1002019 | Sussex to Linch | Wy 192
Various Locations | Safety Improvements | Projects to address vehicle crashes and safety and/or mobility of the highway system | curve warning signs, roadway striping, no passing signs, high friction wearing surface, turn lanes, accel and decel lanes, pedestrian crossings, shoulder widenings | $700,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2025 | Johnson | WY 196 | 292.28 | .09 | 1006022 | Buffalo | Wyo 196 | Safety Improvements | Projects to address vehicle crashes and safety and/or mobility of the highway system | curve warning signs, roadway striping, no passing signs, high friction wearing surface, turn lanes, accel and decel lanes, pedestrian crossings, shoulder widenings | $500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Laramie | WY 214 | 0.08 | 8.31 | 1103007 | Interstate 80 to Carpenter | Carpenter Road | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,800,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Laramie | WY 215 | 0.00 | 9.85 | 1104014 | Pine Bluffs to Albin | South Section/Wy 215 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,600,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Carbon | 6TH ST | 99.97 | 0 | 1115901 | Rawlins | Structure No. Clv | Structure Repair | Work to address structure conditions or preservation | deck overlay; deck replacement; expansion joint modification; painting; concrete repairs; riprap repairs; slope repairs; bearing device repair or replacement; damage repairs; rehabilitation to large culverts, overhead sign structures, and retaining w | $100,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Laramie | I 80 SVRD | 0.00 | 6.96 | 1123001 | Archer to Hillsdale | I-80 Service Road | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,000,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Lincoln | WY 238 | 0.00 | 12.08 | 1206009 | Auburn to Afton | Wy 238 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $9,500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Lincoln | WY 239 | 0.00 | 1.64 | 1207003 | Freedom | Wy 239
Structure No. Csd | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,300,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | Natrona | WY 251 | 6.00 | 2.35 | 1301020 | Casper | Casper Mountain Road/Wy 251 | Slide Repair | Work to address geotechnical issues dealing with landslides, rock fall, and slope movements | toe berms, mechanical slide fixes (shear keys, mechanical anchors, shear piles), rock fall mesh, rock fall mitigation, scaling | $3,100,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Platte | WY 270 | 511.47 | 5.83 | 1400030 | Hartville to Manville | Wy 270 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $4,100,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2029 | Park | WY 120 | 132.80 | 4.73 | 1502016 | Cody to Montana | Wy 120 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $2,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2025 | Park | WY 296 | 0.00 | 8.475 | 1507039 | Chief Joseph | Sunlight/Swamp Lake/Wy 296
Structure No. Can | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $5,500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | Park | WY 296 | 8.45 | 8.74 | 1507043 | Chief Joseph | Sugar Loaf/Wy 296 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $4,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2028 | Park | WY 296 | 38.20 | 8 | 1507045 | Chief Joseph | Two Dot Section/Wy 296 | Fencing | Projects to address fencing needs | add, replace or repair fence, deer/wildlife fence, right-of-way fence | $500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2030 | Park | WY 296 | 17.19 | 9.233 | 1507047 | Chief Joseph | Wy 296 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $6,900,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2025 | Park | WY 296 | 0.00 | 8.475 | 1507A01 | Park County | Wy 296/Chief Joseph Highway/Oliver Gulch Culvert | Environmental | Projects to address environmental issues | wetland mitigation or monitoring, dust suppression, wildlife crossing, fish passage | $200,000 |