I-84: Multnomah Falls - Toothrock Tunnel - Cascade Locks

I-84: Multnomah Falls – Toothrock Tunnel – Cascade Locks Section of the Columbia River Highway (Rt. No. I-84) near Cascade Locks. FAP No. S002(241). Req. approx. 2,610 hrs train.; 3,960 ft2 temp. signs; 6 ea seq. arr. signs; 6 ea PCMS; 120 ea TCS; 300 hrs ped. trans. veh.; 351,000 ft temp. striping; 2,763 ft temp. barr.; 4 ea temp. imp. atten.; 2 ea TMA; 1,100 ft sed. barr.; const. surv. wrk.; 352 ft pipe; 8 ea conc. inlets; 14 ea adj. cat. basins; 84 yd2 trnch. resurf.; 5,689 yd2 br. dk. CPPR; 2,652 yd2 cl. 2 prep.; 1,581 yd2 bnd. memb. rem.; 3,800 lb coat. reinf.; 371 ft precomp. fm. sili. jt. seal; 29,680 ft2 roll. wtrprf. memb.; 278 ft sawcut. & rem.; 185 yd2 HES conc.; 901 yd2 br. end pnl. CPPR; 30,850 ft2 poly. memb.; 1,500 yd2 conc. surf. rem.; 35 yd3 str. exc.; 35 yd3 gran. str. bckfil.; loc. conc. rep.; 50 yd3 furn. PPC; 1,755 yd2 const. PPC; 210 ft hot app. jt. seal; 450 ft fill. crk.; 100 ft2 conc. rep.; 20 ft2 bldup. shall. bar.; 100 lb stl. in st. stl. main.; 226 ft asph. plg. jt. seal; 17 ea br. id. mrkr.; 503,540 yd2 CPPR; 230 ton emuls. asph. tk. coat; 69,665 ton ACP (3,600 ton PG70-22ER apsh.); 2 ea core corr.; 770 ft2 valley gut. conc. surf.; 183 ft gd. rl.; 375 ft adj. gd. rl.; 800 ft conc. barr.; 2,152 ft rem. & reinstall. conc. barr.; 2,420 ea delin.; 34.1 mile rmbl. strips; 355,000 ft MMA striping; 2,800 FBM; 73 yd3 conc. in sign sup.; 33,870 lb stl. in sign sup.; 5,129 ft2 signs; ITS elec. sys. install. Completion Time: November 30, 2022. Classes of Work: Asphalt Concrete Paving and Oiling

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.