I-205 Improvements 1A - Or43 To Or213 Section of the East Portland Freeway

Req. approx. 4,555 ft2 temp. signs; 16 ea. PCMS; 5,000 hr flaggers; 1,000 ea TCS; 700 hr ped. trans. veh.; 16,481 ft temp. barr.; 15,384 ft min. def. br. temp. barr.; 11 ea. TMA; temp. illum.; temp. traf. sig.; temp. river traff. control; const. & rem. temp. access rd.; temp. drain. fac.; temp. water. manage.; temp. work brs.; temp. work access & contain.; bridge jacking; 47,158 yd2 matting; 73,483 yd2 comp. eros. blank.; seg. & stockpile contam. soil; 8,435 ft rem. asbestos mat., friable; extg. br survey & monitor.; const. surv. work; 24,148 yd3 gen. exc.; 15,253 yd2 cement treated ubg.; improved soil mass; 3,122 yd2 rock exc.; 7,676 ft storm sew. pipe; 4,466 ft DI pipe; 8 ea. exp. jt. fittings; shoring, cribbing, cofferdams; 6,183 yd3 str. exc.; 10,476 yd3 riprap rem.; 1,311 yd3 gran. str. backfill; 3,617 drilled shaft exc.; 1,123 ft perm. shaft casings; 1,471 ft perm. str. casings; 11,876 yd3 drilled shaft conc.; 2,668,758 lb. drilled shaft reinf.; 80 ea. micropiles; 2,398 ft furn. stl. piles; 11 ea. drv. stl. piles; 6,891,150 lb. reinf; 27,115 yd3 str. conc.; 1,051 yd2 arch. treat.; 278 yd2 reinf. conc. br. end panels; post tension.; 441 yd3 furn. PPC; 15,870 yd2 const. PPC o’lay; 4,401,800 lb. stl. plt. girder; 487,500 lb str. stl. maint.; 16,800 lb str. stl. maint. column casing; 77 ea. br. drains; 339 ea. bearing dev.; 132 ft mod. br. jt.; 8,861 ft Type “F” conc. rl.; 5,434 ft rect. tube. retro.; 156 ft ped. rl.; utility attach. on str.; 5,394 ft2 conc. slp. paving; 2 ea. bi-dir. load tests; 2 ea. br. translation; 16 ea. cast stl. bearing shoe; 22 ea. footing anchors; 37,495 ft therm. wires; 3,000 ft threaded rods; 1,625 ft2 CFRP strength.; 17,600 ft2 sound walls; 1,143 ft stl. soldier piles; 3,270 ft2 MSE retain wall; 957 ft2 CIP retain wall; 588 ft2 masonry block retain wall; 22,467 yd2 cold pln. pvmt. rem.; 18,414 ton aggr. base; 16,023 ton ACP; 626 ton PG 64-22; 294 ton PG 70-22ER; 5,043 yd2 CRCP; 4,891 yd2 PCC pvmt.; 12,725 ft conc. curbs; 11,904 ft2 conc. islds.; 29,541 t2 conc. walks; 16,842 ft2 conc. surf.; 3,100 ft gd. rl.; 512.5 ft conc. barr.; 72,312 ft MMA striping; 6,980 ft2 signs; pole found.; switch., conduit, wiring; lighting poles & arms; elect. syst. install.; 3 a. traff. sig. mod; 2 ea. ramp meter install; flashing beacon install.; 267,800 lb. truss sign br.; 38,425 lb. monotube cant. sign str.; 222 ft sign sup. drilled shaft found.; 5 ea. biorent. pond; 20 ac. weed control; 17.8 ac. seeding; waterway enhance.; 1,359 ft DI pipe w/ restrained jts; 2,703 ft DI pipe w/ restrained jts. on br.; 32 ea. DI pipe bends; 8 ea. 30” exp. jt.

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.