![](/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) | 2024 | Campbell | WY 50 | 20.38 | 4.81 | 0300049 | Gillette to Savageton | Hoe Springgs Section/Wy 50 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $1,800,000 |
![](/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) | 2024 | Sheridan | US 14 | 14.29 | 5.99 | 0302094 | 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 | $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) | 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) | 2024 | Carbon | WY 72 | 12.37 | 3.61 | 0404014 | Hanna to Elk Mountain | Wy 72 South | 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) | 2024 | Carbon | WY 72 | 15.20 | 0 | 0404015 | Elk Mountain | Elk Mountain Shop | Pavement Resurface | Correct functional pavement deficiencies (IRI/rutting/thermal cracking) | thin overlay, microsurface, chip seal | $200,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2024 | Converse | THATCHER ST, WY 95 | 1.69 | 5.96 | 0504020 | Glenrock | Ross Road/Rolling Hills East/Wy 95
Structure No. Jdn, Jdo, Jdp, Ddd, Dde | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $7,300,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | 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 | $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) | 2024 | Converse | WY 90 | 0.00 | 3 | 0507001 | Boxelder | Boxelder Road/Wy 90 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $1,300,000 |
![](/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) | 2024 | Crook | YELLOWSTONE AVE, US 14 | 154.63 | 5.89 | 0607038 | Moorcroft | North/Us 14/Us 14/16 Business Junction Wy 113
Structure No. Bfz | 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) | 2024 | Crook | US 14 | 0.20, 5.40, 18.90, 21.11, 21.37, 24. | .1 | 0607040 | Carlile to Devils Tower | Us 14
Rockfall Mitigation | 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 | $1,400,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2031 | 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 | 19.00 | 6.7 | 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 | $300,000 |
![](/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) | 2024 | Johnson | US 16 | 2.12 | 5.28 | 1004010 | Buffalo to Ucross | Us 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 | $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) | 2025 | Johnson | WY 196 | 292.30 | 0 | 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) | 2024 | Laramie | PARSON ST, US 30 | 401.76 | 1.26 | 1111003 | Pine Bluffs to Nebraska | East/Us 30 | Pavement Rehabilitation | Correct functional and structural pavement deficiencies | mill and/or leveling followed by overlay, crack & seat followed by overlay, isolated reconstruction, white topping | $2,500,000 |
![](/i/app_ui/img/icons/apex-edit-pencil.png) | Responses | ![Zoom to Point](/i/app_ui/img/icons/apex-edit-view.png) | 2027 | 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 |