OR58: Salt Creek Bridge (MP 42.93) Project on the Willamette Highway (Rt. No. OR58) near Oakridge. FAP No. S018(059). ($ 10,000,000 - $ 20,000,000). Req. approx. 400 ft2 temp. signs; 2 ea. PCMS; 1,500 hr flaggers; 200 hr pilot cars; 2 ea. AFAD; 675 ft temp. barr.; 1 ea. TMA; const. & rem. temp. roadbed & surf.; temp. water manage. facil.; 18,419 yd2 compost eros. blanket; eros. & sed. control manager; 9 ea. const. entran.; abandon monitor. wells; const. surv. work; 600 yd2 rem. surf.; 1,778 ft asph. pvmt. sawcut.; 6,855 yd3 gen. exc.; 2,415 yd2 subg. stab.; 2,125 ton riprap; 240 ft storm sew. pipe; 1 ea. conc. MH; 4 ea. conc. inlets; 658 ft drain. curbs; diversion br.; temp. work br.; temp. work access & contain.; br. rem. work; shor.,crib., cofferdams; 1,389 yd3 str. exc.; 97 yd3 gran. wall backfill; 647 yd3 gran. str. backfill; 330 yd3 drilled shaft conc.; 73,430 lb. drilled shaft reinf.; 1,296 ft CSL test access tubes; 1,296 ft thermal wires; 140 ft drilled shaft exc.; 2,124 ft furn. stl. piles; 36 ea. drv. stl. piles; 104,645 lb. uncoated reinf.; 137,181 lb. coated reinf.; 1,024 yd3 str. conc.; 213 yd2 reinf. conc. br. appr. slabs; 88 ft. br. appr. sleeper slabs; 670,700 lbs stl. plate girder; 20 ea. bearing devices; 876 ft Type F conc. br. rl.; 1,841 yd2 CPPR; 2,206 ton aggr. base; 1,587 ton ACP (96 ton PG64-22 asph. cem.); 7 ea. asph. appr.; 575 ft gd. rl.; 7,128 ft hi-build paint; 38.6 ft2 signs; water qual. swale; 2 ac. perm. seeding; 236 yd3 topsoil; 3,146 ea. trees, shrubs, groundcovers; 130 ft type 2 fence; streambed enhance.; weed control. Completion Time: November 15, 2027. Class of Work: Bridges and Structures.
