Unless otherwise noted, refer to General Notes in Plans regarding ASTM and AASHTO Steel Requirements for each component. 1. Galvanized - HSS 4”x 3 x 1/4” (no splices are planned) – 26 sections at 40’ each (1,040’ total) 2. Galvanized - SC40 1¼” pipe – 40’ total 3. Flat bar 4” x 0.5”– 140’ total –painted, not galvanized. 4. Steel plate 10” x 10” x 1” with 6 each pre-drilled 11/8” holes (see plan sheet for details regarding holes) – 26 plates – painted, not galvanized. 5. Steel plate 10” x 14” x 1” with 8 each pre-drilled 11/8” holes (see plan sheet for details regarding holes) – 26 plates – painted, not galvanized. 6. Steel plate 10” x 10” x 0.25” – 28 plates –painted, not galvanized. 7. WT 9 x 48.5 – 2 sections at 20’ each (40’ total) – painted, not galvanized. 8. C8 x 18.75 – 2 sections at 20’ each (40’ total) – painted, not galvanized. 9. P2 Reinforcement (U REBARS 20” height X 15” width) – 84 total U-shaped rebar – ASTM A706 Grade 60 – Black bar, not galvanized. 10. Angle 15.5” x 6” x 0.5” angle – 8 Sections at 48” each (32’ total) - AASHTO M270 / ASTM A709 Grade 36 – painted, not galvanized. 11. Angle 15.5” x 6” x 0.5” angle – 16 sections at 120” each (160’ total) - AASHTO M270 / ASTM A709 Grade 36 – painted, not galvanized. 12. Galvanized - W6 x 20 Post with 1” Base Plate Assembly (4 each pre-drilled 15/16” base plate holes. See plan sheet for details – do not pre-drill post holes for rail) – 26 posts total 13. Galvanized - W6 x 20 Post with 1” Base Plate Assembly (4 each pre-drilled 11/8” base plate holes. See plan sheet for details – do not pre-drill post holes for rail) – 14 posts total 14. 4’ x 8’ x 1” Steel Plate – 10 total plates – AASHTO M270 / ASTM A709 Grade 36 – painted, not galvanized.
