Old Highway 99N: Oakland Bridge and Melrose Road: Conn Ford Bridge Project Oakland Shady Highway

Old Hwy99N: Oakland Bridge and Melrose Rd: Conn Ford Bridge Project on the Oakland Shady Highway (Rt. No. Old Hwy 99N) near Oakland & Roseburg. FAP No. C019(180). ($ 20,000,000 - $ 30,000,000). Req. approx. 4,000 hrs train.; 1,700 ft2 temp. signs; 5 ea PCMS; 4 ea rad. spd. trail.; 4,500 hrs flag.; 6 ea flag. sta. light.; 1,000 hrs pilot cars; 36 hrs ped. trans. veh.; 4 ea AFAD; 14,373 ft temp. striping; 988 ft temp. barr.; 3 ea temp. impact atten.; 339 ea reflect. barr. pnl.; 1 ea port. traff. sig.; temp. roadbed; 2 ea temp. wtr. mgmt. facil.; div. br.; 2 ea temp. wrk. br.; wrk. acc. & contain.; 340 yd2 mat.; 410 yd2 comp. eros. blank.; 6 ea const. ent.; 2,500 ft sed. fence; 3,700 ft sed. barr.; turb. mntr.; 750 ton contam. soil disp.; 4 ea soil test.; 618 ft asb. rem.; const. surv. wrk.; 196 ft asph. pvmt. saw cut.; 22,611 yd3 exc.; 9,988 yd3 st. emb.; 2,200 yd2 subgd. stab.; 5,933 yd2 geot.; 1,185 yd2 filt. blank.; 4,637 ton riprap; 2,533 ft pipe; install. pipe under rlrd.; 5 ea conc. M.H.; 13 ea conc. inlet; 1,100 ft drain. curb; br. rem. wrk.; shore., crib., & coffer.; 968 yd3 str. exc.; 404 yd3 gran. wall bkfl.; 306 yd3 gran. str. bkfl.; furn. drill. equip.; 503 yd3 drill. shft. conc.; 176,156 lb drill. shft. reinf.; 2,928 ft CSL test acc. tubes; 14 ea CSL tests; 519 ft drill. shft. exc.; 623,659 lb reinf.; 2,258 yd3 str. conc.; 4,329 yd2 saw cut text.; 82 yd2 arch. trtmt.; tst. pnl.; 359 yd2 conc. br. end pnl.; 1,716,600 lb stl. plate gird.; 44 ea bear. assemb.; 934 ft PVC cond. sys.; 219 ft strip seals; 2,244 ft conc. parapet; util. attach. on str.; 61 ft perm. shft. cas.; 910 ft stl. piles; 28 ea drv. stl. piles; 520 yd2 CPPR; 5,105 ton aggr. base; 2,940 ton ACP; 12 ea asph. appr.; 1,113 ft gd. rl.; 79 ea delin.; 9,830 ft thermo. striping; 60 fbm wd. sign pt.; 0.4 yd2 conc. in sign sup. foot.; 362 lb stl. in sign sup.; 82 ft2 signs; rem. elec. sys.; rlrd. util. reloc.; wtr. qual. swale.; 2.7 acre seed.; 60 ea willow chutes. This project requires Railroad Insurance. Completion Time: August 29, 2024. Classes of Work: Bridges and Structures.

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.